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Home My WebLink AboutPW14-183 - Original - Scarsella Bros., Inc. - Kentview Sanitary Sewer Interceptor - 07/11/2014 I ® Records Mana ; e e.nt ,,, KENT Document WASH NATON Y {C I 1 Y + CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Scarsella Bros., Inc. Vendor Number: JD Edwards Number Contract Number: WA kv \%-5 This is assigned by City Clerk's Office Project Name: Kentview Sanitary Sewer Interceptor Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: A Contract Effective Date: wee tl P yarn-stgrrzrtur&Termination Date: 8o working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Ken Langholz Department: Engineering Detail: (i.e. address, location, parcel number, tax id, etc.): The project includes the installation of new sanitary sewer pipe along the Green River adjacent to Frager Road to allow the elimination of the Kentview sanitary sewer pumpe station. 1 S:Publlc\RecordsManagement\Forms\ContractCover\adcc7832 i 11/08 KENT 'Nnsuirvc rary Agenda Item: Bids - 9A TO: City Council DATE: July 1, 2014 SUBJECT: Kentview Sanitary Sewer Interceptor - Award MOTION: Move to award the Kentview Sanitary Sewer Interceptor to Scarsella Brothers, Inc, in the amount of $983,669.18 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project includes the installation of new sanitary sewer pipe along the Green River adjacent to Frager Road to allow the elimination of the Kentview sanitary sewer pump station. The new sewer pipe will be set back from the river as far as possible to allow for future levee improvements. This project consists of installing sanitary sewer pipe, ductile iron sanitary sewer pipe, side sewer pipe and ten 48-inch diameter manholes. This project also includes traffic control, temporary erosion and sedimentation control, restoration and various appurtenances. Construction is anticipated to begin this summer and be completed this fall. EXHIBITS: Memorandum, dated June 24, 2014 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: This contract will be funded out of the Sewer Fund. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Kentview Sanitary Sewer Interceptor Project Number: 10-3003 BIDS ACCEPTED UNTIL June 24, 2014 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT W A 5 H I N G T 0 N CITY OF KENT KING COUNTY, WASHINGTON (CENT SPECIAL PROVISIONS FOR SanitaryKentview Interceptor Project Numbrm, 10-3003 BIDS ACCEPTED UNTIL June 24, 2014 11:00 A.M. ID OPENING IMMEDIATELY FOLLOWING I DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. BaO PUBLIC WORKS DIRECTOR- A, U a y1 2 5' n+a1 s Z9 � �'� �r18Th� Cry WA S H,I N OTO N BIDDER'S NAME Scarsella Bros. Inc. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Kentview Sanitary Sewer Interceptor Project Number: 10-3003 BIDS ACCEPTED UNTIL June 24, 2014 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 3. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT WASHINGTON ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Notice to Bidders Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Geotechnical Report and Supplemental Groundwater Data Traffic Control Plan Connection to an Existing Water Main Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through February 26, 2013 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Kentview Sanitary Sewer Interceptor Project Number: 10-3003 The project consists of installing approximately 2,486 LF of 18" PVC sanitary sewer pipe, 20 LF of 10" ductile iron sanitary sewer pipe, 250 LF of 6" PVC side sewer pipe and 10 each of 48" diameter manholes. Also included is traffic control, temporary erosion and sedimentation control, deletion of Kentview Pump Station, restoration and various appurtenances. The Engineer's estimated range for this project is approximately $900,000 - $1,300,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Merrill Vesper at (253) 856- 5517. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.aov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 6th day of February, 2013. onald F. Mp re,--City 6.�k-% ) Published in Kent Reporter on February 15, 2013 Daily Journal of Commerce on February 12 & 19, 2013 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date June 24, 2014 This statement relates to a proposed contract with the City of Kent named Kentview Sanitary Sewer Interceptor Project Number: 10-3003 I am the undersigned bidder or prospective contractor. I represent that - 1. I X 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. Scarsella Bros. Inc. NAME OF BIDDER BY: 11 -� V.P. Si nature/Title Bob Scarsella P.O. Box 68697 Seattle, WA 98168-0697 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Kentview Sanitary Sewer Interceptor/Langholz 1 3une 4, 2014 Project Number: 10-3003 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. Dated this 24th day of _ June _ , 2014. 2 By: f �- C Bob S arsella For: Scarsella Bros. Inc. Title: Vice President Date: June 24, 2014 Kentview Sanitary Sewer Interceptor/Langholz 2 June 4, 2014 Project Number: 10-3003 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Kentview Sanitary Sewer Interceptor/Langholz 3 3une 4, 2014 Project Number: 10-3003 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Kentview Sanitary Sewer Interceptor/Project Number; 10-3003 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. Dated this day of 2014. By: For: Title: Date: Kentview Sanitary Sewer Interceptor/Lang holz 4 June 4, 2014 Project Number: 10-3003 NOTICE TO BIDDERS Kentview Sanitary Sewer Interceptor Regarding Start of Construction Ground water monitoring wells were installed in June 2012. On June 29, 2012 the water level was above the proposed pipe elevation in portions of the project alignment. Readings on October 1, 2012 showed that the water level had dropped. Ground water levels and locations from last year are shown on the sewer plan and profile sheets in the plans. Additional groundwater levels from June 21, 2013 are shown on the revised supplemental groundwater data included in Appendix A-3 of the Kent Special Provisions Also see the Geotechnical Report in Appendix A-3. Kentview Sanitary Sewer Interceptor/Langholz 5 June 4, 2014 Project Number: 10-3003 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Scarsella Bros. Inc. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No, listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Kentview Sanitary Sewer Interceptor/Langholz 6 June 4, 2014 Project Number: 10-3003 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 t-09.7 1 Mobilization $ g6'600.00 $ 40,00200 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ 1,2, 000, 60 $ 1 a 000, 0() WSDOT LUMP SUM Per LS 1010 2-02.5 370 Remove Existing Asphalt $ ! 0, 0 0 $ 3 -7 00,0(� KSP SQ YDS Concrete Pavement Per SY 1050 2-02.5 250 Saw Cut Existing Asphalt $ 10. 00 $ S o 0, 0 0 KSP LN FT Concrete Pavement Per LF 1070 2-12.5 3,800 Geotextile Fabric, Non-Woven $ Q, CO $ /v00, 00 KSP SQ YDS Per SY 1080 4-04.5 100 Crushed Surfacing Top $ 30._ r10 $ 3 000, oo KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 390 Crushed Surfacing Base $ 30, 6 0 $ 1 /,-700 ,00 KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 100 HMA Class 1/2", PG 64-22 $ 1-70< o0 $ l-7, 0 o (1, 0 0 KSP TONS Per TON 1125 5-04.5 10 Cold Plant Mix for Temporary $ /SG, a0 $ /C500< 00 KSP TONS Pavement Patch Per TON 1126 5-04.5 60 Hot Plant Mix for Temporary $ 1-76,00 $ / UfZ00,0() KSP TONS Pavement Patch Per TON Kentview Sanitary Sewer Interceptor/Langholz 7 June 4, 2014 Project Number: 10-3003 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1250 8-13.5 1 Install New Monument, Case $ '7 SO, 0 U $ 75'o, 0 p KSP EACH and Cover to Finished Grade Per EA 1266 8-12.5 310 Remove and Replace Wire $ 10, 00 $ 3 1 00, 00 KSP LN FT Mesh Fence Per LF 1267 8-12.5 190 Remove and Restore Electric $ (0. C1 0 $ 111q0, 00 KSP LN FT Fence Per LF 1270 8-12.5 510 Temporary 6' High Chain Link $ 4, 00 $ �2, 040,. JU KSP LN FT Fence Per LF 1315 8-28.5 6 Pothole Utilities $ 3'75.. 0 0 $ -�e �ScO, 0 0 KSP EACH Per EA 1320 8-30.5 2 Project Sign $ S-0 o' no $ 1/ 0 0 0, 0 U KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $10,000.00* $10,000.00 WSDOT CALC Per CALC *Common price to all bidders 1360 2-02.5 1 Remove, Salvage and $ 35'0.60 $ 36�i. 06 KSP LUMP SUM Reinstall Existing Private Sign Per LS 1365 2-02.5 1 Relocate Existing Sheds $ 11600, no $ 1,000, 0 KSP LUMP SUM Per LS 1370 7-02.5 18 Culvert Pipe, 8 Inch Diameter $ SS jS $ ` 9 f' SZ) KSP LN FT Per LF Kentview Sanitary Sewer interceptor/Lang ho lz 8 June 4, 2014 Project Number: 10-3003 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1375 8-15.5 1,030 Quarry Spalls $ �- , 00 $ (o jgo, 0o WSDOT TONS Per TON ($6.00 Min) 1380 7-20.5 1 Maintain and Restore Existing $ q,S-00,00 $ �,500.06 KSP LUMP SUM Water System Per LS 1385 8-20.5 70 Conduit Pipe 4 Inch Diameter $ (�, a'O $ y-VG GO WSDOT LN FT Schedule 80 PVC Per LF 1390 8-03.5 1 Fernando Irrigation $1,250.00* $1,250.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders 1400 8-33.5 4 Monitoring Well Abandonment $ QSSV,oO $ 1, 00oc oU KSP EACH Per EA Sub Total $ f c'(5 a 3 0 . �O 9.5 % WA State Sales Tax $ / �' 5 (n, 9 0 Schedule I Total $ a/ 3 -7 7 2, 140 Kentview Sanitary Sewer Interceptor/Langholz 9 June 4, 2014 Project Number: 10-3003 SCHEDULE III - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3020 7-17.5 20 Ductile Iron Sewer Pipe, $ q-2, 85 $ 4- -1, 00 KSP LN FT 10 Inch Diameter Class 52 Per LF 3031 7-17.5 2,488 PVC Sewer Pipe, $ 1 1 4-, OIL KSP LN FT 18 Inch Diameter Per LF 3035 7-18.5 250 PVC Side Sewer Pipe, $ 1 b(C .-S-0 $ 00 KSP LN FT 6 Inch Diameter Per LF 3060 7-05.5 9 Manhole 12 Feet to 20 Feet, $ �� L(;�;0U$ '{2,a�aS,00 KSP EACH Type 1 48 Inch Diameter Per EA 3070 7-05.5 1 Manhole Over 20 Feet, $ S'700,00 $ S '7 0 0, 00 KSP EACH Type 1 48 Inch Diameter Per EA 3085 7-05.5 10 Manhole Frame and Locking $ aus:00 $ �?6-0.0o KSP EACH Cover Per EA 3100 7-19.5 15 Sewer Cleanout $ I I S 00 $ 1 aS O 0 WSDOT EACH Per EA $ 3105 7-05.5 1 Abandon Existing Catch Basin $ E00,c90 Sc 0 0 0 KSP EACH or Manhole Per EA 3106 7-08.5 2 Abandon Existing Sanitary $ 35Z9.00 $ '-1 00,. p p KSP EACH Sewer Pipe Per EA 3110 2-02.5 2 Remove Existing Catch Basin $ 16'0,00 $ /,500' 0 C3 KSP EACH or Manhole Per EA Kentview Sanitary Sewer Interceptor/Langholz 10 June 4, 2014 Project Number: 10-3003 SCHEDULE III — SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3111 2-02.5 205 Remove Existing Sanitary $ 10, Qo $ Q, p ; 0. 00 KSP LN FT Sewer Pipe Per LF 3115 2-09.5 48,000 Shoring or Extra Excavation, $ 30 $ 1q, 400, 00 WSDOT SQ FT Class B Per SF 3120 7-08.5 550 Foundation Material $ 00 $ /3 `750,0 a KSP TONS Per TON 3135 7-08.5 3,100 Pipe Zone Bedding $ ZS, d0 $ 7 7 So 0, 00 KSP TONS Per TON 3146 7-08.5 14,000 Sand for Trench Backfill $ :�,S-0 $ 35 o 0 0, 0o KSP TONS Per TON ($2.50 Min) 3150 4-03.5 2,500 Gravel Borrow, Including Haul $ a.5T $ (A, aSZ7.(�(1 KSP TONS and Compaction Per TON 3185 7-05.5 2 Connection to Existing $ 1,C'k'a,00 $ 313a0, 00 KSP EACH Manhole Per EA 3190 7-08.5 1 Dewatering $50,000.00* $50,000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders Sub rotal $ -e-ci0rc(03.5� 9.5 % WA State Sales Tax $ 0 Schedule III Total $ 4�1 L4 4 Kentview Sanitary Sewer Interceptor/Langholz 11 June 4, 2014 Project Number: 10-3003 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 720 Traffic Control Labor $ {(",q-s- $34LfgC/, 06 KSP HOURS Per HR 5010 1-10.5 120 Construction Signs Class A $ a6, 00 $ a, L(Oo.00 WSDOT SQ FT Per SF 5015 1-10.5 200 Traffic Control Supervisor $ S0. 00 $ j 0, 000.0 0 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 1,000.00 $ 1, 000. 0 0 KSP LUMP SUM Devices Per LS 5030 1-10.5 20 Portable Changeable Message $ /,�0 ,00 $ 3 000. 00 KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 15 Sequential Arrow Sign (SAS) $ S 0,_oo $ KSP DAYS Per DAY 5100 8-22.5 20 White Edge Line Paint Stripe $ 10,00 $ a00, 60 KSP LN FT Per LF Sub Total $ S© -" 94. OCR 9.5 % WA State Sales Tax $ 2 a.s 43 Schedule V Total $ SS f�l 2._43 Kentview Sanitary Sewer Interceptor/Langholz 12 June 4, 2014 Project Number: 10-3003 SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 4 Seeding, Fertilizing, and $ 1?,SG0.00 $ -f0, 006, 00 KSP ACRE Mulching Per AC 7005 8-01.5 600 Filter Fabric Fence $ S, O O $ 31 0 d 0, 00 KSP LN FT Per LF 7010 8-01.5 170 Wattle $ S. 00 $ g50. 0 0 WSDOT LN FT Per LF 7015 8-01.5 12 Inlet Protection $ /a5:00 $ l/.SGO, O 0 KSP EACH Per EA 7020 8-01.5 20,000 Straw Mulch Hand Applied $ '3- $ *? © o o ' o o KSP SQ YDS Per SY 7025 8-01.5 800 Clear Plastic Covering $ L1. 0 0 $ 3 0-0 0 . 0 0 KSP SQ YDS Per SY 7030 8-01.5 125 ESC Lead $ 1, 00 $ I a5: 00 KSP HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $12,000.00* $12,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7080 1-07.15.(1) 1 Spill Prevention, Control and $ ) 5b 0, r10 $ ( S(�a 0 0 WSDOT LUMP SUM Countermeasures Plan Per LS 7085 8-01.5 4,000 High Visibility Fence $ a, 60 $ 81000, 00 WSDOT LN FT- Per LF Kentview Sanitary Sewer Interceptor/Lang ho lz 13 June 4, 2014 Project Number: 10-3003 SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE Q AMOUNT (� (,CEO fs-0,00 7090 8-01.5 150 Street Cleaning $ ' ��- $ �0 WSDOT HOURS Per HR Sub Total $t4 1, J Z5: o O 9.5 O/o WA State Sales Tax $ LF 9 S. e�? Schedule VII Total $ Kentview Sanitary Sewer Interceptor/Langholz 14 June 4, 2014 Project Number: 10-3003 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 280 Topsoil Type A $ 30,00 $ �)/-(p 0, 0 o KSP CU YDS Per CY 8010 8-02.5 110 Sod Installation $ 10, oo $ (, / 00 . 0 o WSDOT SQ YDS Per SY 8015 8-02.5 145 Bark or Wood Chip Mulch $ 3S',_0O $ S0 -7S00 WSDOT CU YDS Per CY Sub Total $ ( � S1SoO 9.5 % WA State Sales Tax $ 1 � . (0 3 Schedule VIII Total $ is', 2J-�? 3 Kentview Sanitary Sewer Interceptor/Langholz 15 June 4, 2014 Project Number: 10-3003 BID SUMMARY Schedule I 0-1 3� `] V-D Schedule III Schedule V S.S (e( q. L/3 Schedule VII Schedule VIII /zs' 9Is, (o3 TOTAL BID AMOUNT 1, / Kentview Sanitary Sewer Interceptor/Langholz 16 June 4, 2014 Project Number: 10-3003 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Kentview Sanitary Sewer Interceptor Project Number: 10-3003 Subcontractor Name f Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE c __ Bob arsella,VP Kentview Sanitary Sewer Interceptor/Langhoiz 17 June 4, 2014 Project Number: 10-3003 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Scarsella Bros. Inc. Project Name: Kentview Sanitary Sewer Interceptor Project Number: 10-3003 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: W Plumbing Subcontractor Name: NOrJC-c- pSco Electrical Subcontractor Name: Q �7,L6- CT/Z l C. June 24, 2014 Sig ature of Bidder Bob Scarsella,VP Date Kentview Sanitary Sewer Interceptor/Langhoiz 18 June 4, 2014 Project Number: 10-3003 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY, Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Kentview Sanitary Sewer Interceptor/Langholz 19 June 4, 2014 Project Number. 10-3003 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Scarsella Bros. Inc. NAME: Bob Scarsella V.P. ADDRESS: P.O. Box68697 Seattle WA 98168-0697 PRINCIPAL OFFICE: Scarsella Bros. Inc. ADDRESS: P.O. Box 68697 Seattle, WA 98168-0697 PHONE: 253-872-7173 _ FAX: 253-395-1209 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Attached 1.2 Provide your current state unified business identifier number. 578-035-242 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Master License Attached Employment Security No. 219,514-00-1 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Attached Kentview Sanitary Sewer Interceptor/Langholz 20 June 4, 2014 Project Number: 10-3003 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 69 years 2.2 How many years has your organization been in business under its present business name? 56 years 2.2.1 Under what other or former names has your organization operated? Scarsella Bros, 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 6110158 2.3.2 State of incorporation: Washington 2.3.3 President's name: Frank Scarsella 2.3.4 Vice-president's name(s): A. Don Scarsella, Bob Scarsella, Gino Scarsella, 2.3.5 Secretary's name: A. Don Scarsella Rick Scarsella 2.3.6 Treasurer's name: Frank Scarsella 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: WA 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Washington State: SCARSB1183B8 City of KKent: BLC-88 9640 3.2 List jurisdictions in w ich your organization's partnership or trade name is filed. N/A 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Clearing/grubbing, grading, drainage, sewer, water, bridge work 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No Kentview Sanitary Sewer Interceptor/Langholz 21 June 4, 2014 Project Number: 10-3003 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See attached 4.4.1 State total worth of work in progress and under contract: $554,345,587 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See attached 4.5.1 State average annual amount of construction work performed during the past five years: $100 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See attached 4.7 On a separate sheet, list your major equipment. See attached S. REFERENCES 5.1 Trade References: NC Machinery, Mack Truck Bank of America, Jason Brantley, 206-358-3040 5.2 Bank References: 800- 5th Ave., 36th Floor, Seattle, WA 98104 5.3 Surety: 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Propel Insurance, Jim Binder, 206-948-3819 925 Fourth Ave., Ste. 3200 6. FINANCING Seattle, WA 98104.1159 6.1 Financial Statement. Will be submitted upon award of contract. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. I<entview Sanitary Sewer Interceptor/Langholz 22 June 4, 2014 Project Number: 10-3003 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g,, capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 24th day of June 2014. Name of Organizatio Sca a Jos. II r, By: z t z Bobs arse la Title: Vide President 7.2 Bob Scarsella being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. ,,,%%*%CIA P "?,ve® Subscribed and sworn before me this 24th day of 014. Notary Public: My Commission Expires: 9/8/14 �� 0%A Kentview Sanitary Sewer Interceptor/Langholz 23 June 4, 2014 Project Number: 10-3003 Department of Labor and Industries SCARSELLA BROS INC PO Box 44450 Olympia, WA 98504-4450 Reg: CC SCARSBI183B8 UBL• 578 035-242 Reg steed as provided by Law as: Construction Contractor (CCO1) GENERAL SCARSELLA BROS INC Effective bate:V28/1982 P O BOX 68697 Expiration Date: 5/7/2015 SEATTLE WA 981680697 BL)SINESS LICENSE STATE OF WASHINGTON Unified Business ID #: 578 035 242 p! l,l Domestic Profit Corporation Business ID #: 1 1 Location: 1 Expires: 10-31 2014 'I SCARSELLA BROS. INC. 8404 S 196TH ST KENT WA 98031 I TAX REGISTRATION INDUSTRIAL INSURANCE tt UNEMPLOYMENT INSURANCE CITY LICENSEVREGISTRATIONS: 3I OLYMPIA GENERAL BUSINESS 's LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. iz f� t, 1 i ; I,3 I k1 3 %y t �1 i vty y5y Y1 ti 1tl L I 1. 1 f4 r53 I� 1 J�l�l I'S 3' This document lists the regislrafions, endmsemerts, and licenses authon7ed for the business t. named above.t3y accepting this document,the licensee certifies the information on the application - J,;l was complete,trtie,and accurate to the best of his or her knowledge,and that business will be B conducted in compliance with all applicable Washington state. county,and city regulations Do ectoi Department of Revenue t, x i Heavy-Highway Construction ' ® r An Equal **A � Opportunity^ ;, Employer June 24, 2014 1. STATUATORY REQUIREMENTS 1.4 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.05(3) in the past three (3) years. Should you have any questions or concerns,please feel free to call. Sincerely, Bob Scarsella Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • rax: (253) 395.1209 AK Lie. #34714 AZ Lic. #ROC249216 • CA Lie, #779354 • ID Lie. #10394-Unlimited-1-2 Wl,ic.#146627 • ND Lic.#44607 • OR Lic.#96884 • U'r Lic.#7646917-5551 WALic.#SCARSBI183B8 ]heavy-Highway - Construction ® r"` An Equal ¢� d ! Opportunity Employer AS OF JUNE 2014 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE Upper Carlson Floodplain Restoration $1,932,782.00 11/14 06/16/14 Contract No. 89214 King County,201 S.Jackson St., Ste. 600, Seattle, WA 98104 Will Mansfield,P.E.,206-477-4817,will.mansfield@kingcounty.gov Type of Work: Floodplain Restoration(Prime),Percent Complete 0%,Estimated Cost of Prime Work 70% William R. Fairchild Int'l Airport GA Development-Access Rd Impr. $915,435.89 10/14 06/09/14 Contract No. 35300 Port of Port Angeles,P.O. Box 1350,Port Angeles,WA 98362 Consultant: WH Pacific, Inc.,David Williams,425-951-4876,dwilliams@whpacifio,com Type of Work: Taxiway Site Work(Prime),Percent Complete 0%,Estimated Cost of Prime Work 50% W W5 Re-Regulation Reservoir:Embankment Const.&Mass Exe. $8,396,600.00 11/14 06/02/14 Contract No.209407 Roza hrigation District,P.O.Box 810, Sunnyside, WA 98944 Wayne Sonnichsen, 509-837-5141,wsonnichsen@roza.org Type of Work: Mass Excavation(Prime),Percent Complete 0%,Estimated Cost of Prime Work 100% Jack and Bore $52,064.90 06/14 06/02/14 Contract No. 13597 Town of Lind, P.O. Box F, Lind, WA 99341 Joseph Pessutti, 509-998-6650,jpessutti@hughes.net Type of Work: Install 16" Steel Casing&8" DI Pipe(Prime),Percent Complete 0%, Estimated Cost of Prime Work 65% Potter Rd. S. Fork Nooksack River Bridge#148 Replacement $6,389,307.80 07/16 05/12/14 Contract No. 998027 Whatcom County,322 N. Commercial St., Ste. 301,Bellingham,WA 98225 Doug Burghart,P.E.,360-715-7450,dburghar@co.whatcom.com.wa.us Type of Work: Bridge Replacement(Prime),Percent Complete 0%,Estimated Cost of Prime Work 40% Grading&Drainage FFO-US20 PME: UPRR-Eddyville(Ph. 3) Corvallis-Newport Hwy. $40,895,895.95 03/16 05/05/14 Contract No. 14670 Oregon DOT,3700 SW Philomath Blvd.,Corvallis,OR 97333 Steve Schultz,P.M.,541-757-4104, steven.schultz@odot.state.or.us Type of Work: Highway(Prime), Percent Complete 5%,Estimated Cost of Prime Work 40% Parks Highway Connection Machen Rd. Ext. $2,928,928.28 10/14 04/28/14 Contract No. 14118 Matanuska-Susitna Borough,350 E. Dahlia Ave., Palmer,Alaska 99645 Michael Campfield,907-745-9811,mcampfield@matsugov.us Type of Work: Highway(Prime),Percent Complete 03%,Estimated Cost of Prime Work 50% 1 P.O.Box 68697 ^ Seattle,Washington 98168.0697 ^ Tel: (253) 872-7173 a Fax: (253) 395-1209 AK Lie. #34714 e AZ Lie. #ROC249216 - CA Lie. #779354 - ID Lie. #10394-Unlimited-1-2 MT Lie.#146627 ^ ND Lie.#44607 a OR Lie.#96884 - UT Lic.#7646917-5551 ® WA Lie.#SCARSBI183138 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE SR6, Rock Creek Bridges-Replace Bridges 6/102&61103 $11,612,612.12 09/15 04/23/14 Contract No. 8572 WSDOT, 1411 Rush Rd.,Chehalis, WA 98532-8721 Colin Newell,P.E.,(360)740-8600,newellc@wsdot.wa.gov Type of Work: Highway/Bridge(Prime), Percent Complete 05%,Estimated Cost of Prime Work 40% 2013 Federal Way Downtown Sewer Trunk Upgrade-Ph. 1 $1,435,916.23 05/14 02/10/14 Contract No. 131170 Lakehaven Utility District,P.O. Box 4249, Federal Way,WA 98063 Tim Osborne,District PM,253-945-1582,tosbome@lakehaven.org Type of Work: Sewer Main Installation(Prime),Percent Complete 49%,Estimated Cost of Prime Work 75% Sonoma Villero Drainage Improvements $658,023.83 07/14 05/27/14 Contract No. 3 802.001 Sonoma Villero Homeowners Association, 11211 Slater Ave.NE,Ste, 150, Kirkland,WA 98033 Michael Allen,206-321-9184,coachmallen@gmail.com Type of Work: Drainage Improvements(Prime),Percent Complete 0%,Estimated Cost of Prime Work 100% South Big Lake Road Realignment $5,308,558.05 08115 10/10/13 Contract No. 14032 Matanuska-Susitna Borough, 350 E. Dahlia Ave.,Palmer,Alaska 99645 Michael Campfield,907-745-9811,meampfield@matsugov.us Type of Work: Highway(Prime),Percent Complete 10%,Estimated Cost of Prime Work 60% South of Laurel-RR Overpass $9,876,543.21 07/14 09/30/13 Contract No. 3813 Montana DOT,P.O. Box 201001, Helena, MT 59620-1001 Suzy Price,406-444-6215,suprice@mt,gov Type of Work: Highway(Prime),Percent Complete 28%,Estimated Cost of Prime Work 40% Sand to Lind Double Track Project $2,419,083.12 06/14 09/16/13 Contract No.4950 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg,206-625-6264,donald.omsberg@bnsfcom Type of Work: Site Work(Prime),Percent Complete 84%,Estimated Cost of Prime Work 60% Cunningham to MP 101.3 Double Track Project $2,398,766.16 06/14 09/16/13 Contract No.4951 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S„ Suite 2D, Seattle,WA 98134 Don Omsberg,206-625-6264,donald.omsberg@bnsfcom Type of Work: Site Work(Prime),Percent Complete 96%, Estimated Cost of Prime Work 60% West of Richey—West $9,747,747.47 05/14 08/12/13 Contract No. 13513 Montana DOT, P.O. Box 20 100 1,Helena, MT 59620-1001 Suzy Price,406-444-6215,suprice@mt.gov Type of Work: Highway(Prime),Percent Complete 36%, Estimated Cost of Prime Work 75% 2 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE Mellen St. to Blakeslee Junction Stage 2 $48,221,444.44 08/16 08/05/13 Contract No. 8473 WSDOT, 1411 Rush Rd.,Chehalis, WA 98532-8721 Colin Newell, P.E.,360-740-8600,newellc@wsdot.wa.gov Type of Work: Highway/Bridge(Prime), Percent Complete 36%,Estimated Cost of Prime Work 40% Deer Park/US 101 Intersection Improvement $4,791,607,30 08/14 08/05/13 Contract No. 1202 Clallam County,223 E. Fourth St., Ste, 6, Port Angeles,WA 98362 Joe Donisi,PE,360-417-2404,jdonisi@co.clallum.wa.us Type of Work: Highway(Rime), Percent Complete 39%,Estimated Cost of Prime Work 40% Lauridsen Boulevard Bridge Replacement $4,496,379.61 01/14 07/29/13 Contract No, 4299 City of Port Angeles, P.O.Box 1150,Port Angeles, WA 98362-0217 Jim Mablum, P.E.,360-417-4701,jmahlum@cityofpa.us Type of Work: Highway/Bridge(Prime), Percent Complete 99%,Estimated Cost of Prime Work 40% SE ofDupuyer—SE $6,771,275.65 11/13 04/08/13 Contract No, 12812 Montana Department of Transportation,P.O. Box 201001,Helena,MT 59620-1001 Mike Klette, P.E., 406-278-7078,mklette@mt.gov Type of Work: Highway(Prime),Percent Complete 73%,Estimated Cost of Prime Work 65% Coal Creek Culvert Replacement $3,376,569,65 9/14 04/08/13 Contract No. 13016 City of Bellevue Utilities,P.O.Box 90012,Bellevue,WA 98009-9012 Chris Brookes 425-452-6825, CBrookes@bellevuewa.gov Type of Work: Culvert Replacement(Prime),Percent Complete 44%,Estimated Cost of Prime Work 60% Kent/Auburn Conveyance System Improvements $4,089,777.66 09/14 03/18/13 Contract No. 42009 King County,201 S. Jackson St.,Rm. 508,MS: KSC-NR-0508, Seattle, WA 98 1 04-3 855 Sue Hildreth,Capital Project Manager 111, (206) 684-1101,susan.hildreth@kingcounty.gov Type of Work: Pipeline (Prime), Percent Complete 95%,Estimated Cost of Prime Work 75°/u Shore Rd.to Kitchen-Dick Rd Widening $27,069,690.00 01/16 01/07/13 Contract No. 8376 WSDOT, 1707 South C Street,Port Angeles,WA 98363-7456 Jerry Moore, P.E., 360-565-0620,mooreje@wsdot.wa.gov Type of Work: Highway(Prime),Percent Complete 59%,Estimated Cost of Prime Work 35% Smith Creek&North River Replace Bridges $15,345,188.11 02/14 10/17/12 Contract No. 8345 WSDOT,2400 Talley Way, Kelso, WA 98626 Lori Figone,P.E.,360-442-1370, figonel@wsdot.wa.gov Type of Work: Highway(Prime),Percent Complete 90%,Estimated Cost of Prime Work 40% 3 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE I-405,NE 6'St.to I-5 Widening&Express Toll Lanes $14,865,476.68 06/14 07/16/12 Contract No. 3800 WSDOT,P.O. Box 47354,Olympia,WA 98504-7354 Billy Gaynor, (Flatrion-Prime Contractor)760-916-9100,bgaynor@flatironeorp.com Type of Work: Highway(Subcontractor to Flatiron),Percent Complete 58% Trunk Road Reconstruction,Phase II $13,969,176.40 08/14 04/23/12 Contract No, 51132 Alaska Department of Transportation,P.O.Box 196900,Anchorage,Alaska, 99519-6900 John Waisanen,P.E., 907-244-4511,jolm.waisanen@alaska.gov Type of Work: Highway(Prime),Percent Complete 91%,Estimated Cost of Prime Work 60% US 95,Garwood to Sagle,Athol Interchange $21,071,845.88 02/13 09/12/11 Contract No.7589 Idaho Transportation Department, District 1,600 W Prairie Ave.,Coeur d'Alene, ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Percent Complete 52%, Estimated Cost of Prime Work 50% US 95,Garwood to Sagle, Chilco Stg&US-95 Garwood $36,269,369.00 08/13 08/01/11 to Sagle Silverwood Stg. Contract No.7584 Idaho Transportation Department,District 1, 600 W Prairie Ave.,Coeur d'Alene, ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Percent Complete 96%,Estimated Cost of Prime Work 40% Snohomish River Bridge to US 2 Vic-Widening&Safety $73,278,300.00 10/14 06/27/11 Contract No. 8128 WSDOT,9029 El Capitan Way,Everett,WA 98208-3637 Mary Ann Reddell,P.E.,425-225-8725,reddema@wsdot.wa.gov Type of Work: Highway&Bridge Work(Prime),Percent Complete 87%,Estimated Cost of Prime Work 40% 4 SUBSTANTIALLY SUBSTANTIAL START COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE DATE Reddington Levee Setback $7,279,229.65 11/13 06/10/13 Contract No, 81713 King County,401 Fifth Ave.,CNK-ES-0340, Seattle, WA 98104 Mark Hoge,206-263-9325,mark.hoge@kingeounty.gov Type of Work: Levee Improvements(Prime),Percent Complete 98%,Estimated Cost of Prime Work 80% NE Novelty Hill Rd., Phase 1 $17,622,573.20 10113 03/28/11 Contract No. 52510 King County,401 Fifth Ave. 3'"Floor,Chinook Bldg., Seattle,WA 98104 Victor Daggs,206-205-5231,victor.daggs@lcingcounty.gov Type of Work: Highway(Prime),Percent Complete 98%,Estimated Cost of Prime Work 50% 5 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Middle Nemah River Bridge,Replace Bridge $1,095,561.25 04/14 06/03/13 Contract No. 8344 WSDOT,2400 Talley Way,Kelso,WA 98626 Contact: DeiiysTak,360-442-1341,takdeny@wsdot.wa.gov Type of Work: Site Work,(Subcontractor to SB Structures,LLC) SR105 Heather Rd &US)010.5 Miles N or Raymond-Cult'Rehab $335,250.50 03/14 09/30/13 Contract No. 8515 WSDOT,2400 Talley Way,Kelso, WA 98626 Lori Figone,P.E.,360-442-1370, figonel@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% BP/OPL Coal Creek Culvert Replacement $67,000.00 11/13 09/16/13 Contract No. 1761 Owner: BP/Olympic Pipe Line Company Prime: Snelson Co., 601 W. State St., Sedro Woolley, WA 98284,Contact:Dave Walker,360-661-3535, dwalker@snelsonco.com 'rype of Work: Traffic Control, (Subcontractor to Snelson Companies) Custom Plywood Site-Ph.II Interim Remedial Action $1,572,035.00 11/13 07/15/13 Contract No. 1300198 Washington State Dept. of Ecology, P.O. Box 47600,Olympia, WA 98504-7600 Prime Contractor: Orion Marine Group, 1112 E. Alexander Ave., Tacoma,WA 98421 Stuart Moore,253-552-1140,smoore@orionmarinegroup.com Type of Work: Excavate/Load/Furnish/Place Material(Subcontractor to Orion Marine Group) Alder Canyon Slide Emergency Slope Stabilization $507,509.09 10/13 07/08/13 Contract No. 8474 WSDOT, 6610 16t°St,E., Ste. A,Fife,WA 98424 Jon Deffenbacher,253-365-6700, deffenj@wsdot.wa.gov Type of Work: Emergency Slope Stabilization(Prime),Estimated Cost of Prime Work 40% Totem Lake Twin 42" Culvert Replacement $2,419,552.52 10/13 05/13/13 Contract No,213 City of Kirkland, 123 Fifth Ave., Kirkland,WA 98033 Noel Hupprich, P.E. 425-587-3829,Nhupprich@kirklandwa.gov Type of Work: Culvert Replacement(Prime),Estimated Cost of Prime Work 40% US-30, S Main St to Jet SH-34, Soda Springs $724,693.95 07/13 05/13/13 Contract No.7715 Idaho Transportation Dept., 3311 W. State St.,Boise,ID 83703 Tom Cole 208-239-3377,tom.cole@itd.idabo.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 30% M Street SE Grade Separation $11,221,632.00 07/13 02/21/12 Contract No. 1101 City of Auburn,25 West Main St.,Auburn,WA 98001-4998 Ryan Vondrak,P.E.,253-931-3096, rvondrak@auburnwa.com Type of Work: Grade Separation/Bridge Underpass(Prime),Estimated Cost of Prime Work 50% 6 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Cashmere Mill Site Remediation $735,346.22 06/13 03/18/13 Contract No.208020 Port of Chelan County,238 Old Station Rd., Ste. A, Wenatchee,WA 98801 Laura Jaecks, 509-661-3118,Laura@ccpd.com Type of Work: Site Remediation(Prime),Estimated Cost of Prime Work 80% Well 1 Transmission Main $1,576,369,33 05/13 10/10/12 Contract No. 1204 City of Auburn,25 West Main St.,Auburn, WA 98001-4998 Robert E. Lee III,253-804-5071,rlee@auburnwa.gov Type of Work: Water Transmission Main(Prime),Estimated Cost of Prime Work 70% McAllister Transmission Main $3,150,176.86 05/13 10/01/12 Contract No. 37 City of Olympia,P.O.Box 1967,Olympia, WA 98507-1967 Tim Richardson,P.E.,360-753-8749,trichard@ci.olympia.wa.us Type of Work: Welded Steel Water Transmission Main(Prime),Estimated Cost of Prime Work 60% Grading&Drainage FFO-US20 PME:UPRR-Eddyville Corvallis-Newport Hwy. $7,545,029.00 04/13 06/29/12 Contract No. 14473 Oregon DOT,3700 SW Philomath Blvd.,Corvallis, OR 97333 Brady Pauls,541-757-4178,brady.a.pauls@odot.state.or.us Type of Work: Highway(Prime),Estimated Cost of Prime Work 45% Wahkiakum County Run-Off Rd& Intersection Safety $45,507.80 03/13 01/07/13 Contract No.42011 Wahiakum County,P.O. Box 97, Cathlamet, WA 98612 Carl Stewart,(Frank Gurney,Inc.-Prime Contractor)509-535-3069, Type of Work: Site Work(Subcontractor to Frank Gurney,Inc.) Ferrum to Wister,CA on Railroad's Yuma Subdivision $27,391,918.50 02/13 04/04/11 Contract No, 47637 Union Pacific Railroad Company,631 S. 76'St.,Phoenix,AZ 85034 Danny King,971-404-6022,dkini4(@,up.com Type of Work:Grading/Subballast for 22 Miles of New Main Track(Prime),Estimated Cost of Prime Work 75% SR 410, White River Bridge-Bridge Scour $217,237.00 01/13 07Y06111 Contract No. 9087 WSDOT, 11203 Bridgeport Way SW, Lakewood,WA 98499 Jon Deffenbacher,PE,253-589-6100, deffenj@wsdot.wa.gov Type of Work: Bridge Scour(Prime), Estimated Cost of Prime Wok 70% Region 2(PME)Rock Production $3,537,470.00 12/12 10/17/12 Contract No. 30512 3700 SW Philomath Rd.,Corvalis, OR 97333 Gene Wilburn,PE,541-757-4156,gene.wilborn@odot.state.or.us Type of Work: Rock Production(Prime), Estimated Cost of Prime Work 70% Siding Extension at Senter,Idaho,Nampa Subdivision $833,605.00 12/12 09/17/12 Contract No. 53265 UPRR,280 S.400 W., Suite 250, Salt Lake City,UT 84101 Erin E. Cully, 502-320-8547, eecully@up.com Type of Work: Siding Extension (Prime), Estimated Cost of Prime Work 90% 7 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Thunder Hills Creck Mitigation Fish Barrier Retrofit $3,164,254,80 11/12 07/02/12 Contract No. 8260 WSDOT,600 108"Ave.NE,Suite 405,Bellevue, WA 98004-5101 Gil McNabb,P.E.425-456-8643,mcnabbg@wsdot.wa.gov Type of Work: Fish Barrier Retrofit(Prime),Estimated Cost of Prime Work 80% Runway 10-28 Crown Conversion&Longitudinal Gradient Adj. $8,562,798.25 11/12 07/02/12 Contract No. 1028 Port of Skagit, 15400 Airport Dr.,Burlington, WA 98233 Matt Cavanaugh,P.E.,(Consultant-Precision Approach Engineering)425-417-5010,mcavanaugh@preappine,com Type of Work: Airport Site Work(Prime),Estimated Cost of Prime Work 35% Frontage Rd. Jet. SH-53 to Chilco $3,405,405,00 11/12 06/15/12 Contract No.7601 Idaho Transportation Dept.,District 1, 600 W Prairie Ave., Coeur d'Alene,ID 83815 Marvin Fenn,P.E„209-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 50% SR 522,US 2 Interchange Flyover Ramp $16,054,975.00 10/12 07/06/10 Contract No.7938 WSDOT,9029 El Capitan Way,Everett, WA 98208-3637 Amir Ahmadi,P.E.,425-225-8700, ahmadia@wsdot.wa.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 70% Grapeview Loop Road $3,590,214.00 10/12 04/30/12 Contract No. 1379 Mason County Dept. of Public Works, 100 W.Public Works Dr., Shelton,WA 98584 Melissa McFadden,P.E.,360-427-9670,Ext.452,melissam@co.mason.wa.us Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% Port of Tacoma Rd to King Cc Line Floodplain Mitigation Site $478,358.90 09/12 08/13/12 Contract No. 8325 WSDOT,6610 16" St, E.,Ste. B, Fife, WA 98424-1568 MaryLou Nebergall,P.E.,253-365-6750,nebergm@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 60% Parks Road Reconstruction—Schedule 1 $440,358.00 09112 06/25/12 Contract No.2012.02 Lakes Highway District, 11341 N. Ramsey Rd., Hayden, ID 83835 Eric Shanley,P.E.,208-772-7527, eric@lakeshighwaydistriet.com Type of Work: Highway(Prime), Estimated Cost of Prime Work 100% Siding Extension at Wapi,Idaho $737,740.15 09/12 05/14/12 Contract No. 50720 UPRR, 280 S.400 W., Suite 250, Salt Lake City,UT 84101 Erin E. Cully, 502-320-8547,eecully@up.com Type of Work: Siding Extension(Prime), Estimated Cost of Prime Work 90% Hawks Prairie Park&Ride Facility Construction $2,912,912.00 09/12 04/09/12 Contract No. 1203 Intercity Transit,P.O. Box 659,Olympia,WA 98507-0659 Robert Holcomb,P.E. (Consultant-KPFF Engineers)360-292-7230,bob.holcomb@kpffcom Type of Work: Site Work(Prime),Estimated Cost of Prime Wok 50% 8 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Site Preparation&Water System Extension $1,794,058.01 08/12 04/16/12 Contract No. 1201 City of Palmer, 231 W.Evergreen Ave.,Palmer,AK 99645 Tom Cohenour,Public Works Director 907-745-3271,teohenour@palmerak.org Type of Work: Site Prep. &Water Sys.Ext. (Prime),Estimated Cost of Prime Work 90% Construct Roadbed for Switching Lead in the Pocatello Subdivision $995,997.20 08/12 10/01/11 Contract No.49143 Union Pacific Railroad Company, 5424 SE McLoughlin Blvd., Portland,OR 97202 Ken Bobert, 503-702-6973,kabobert@up.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 95% Portneuf River Bridges $21,774,520.00 08/12 05/04/09 Contract No.7217 Idaho Transportation Department,P.O.Box 4700,Pocatello, ID 83205-4700 Joe Piblaja,P.E.,208-239-3337,joe.pihlaja@itd.idaho.gov Type of Work: Highway/Bridge(Prime), Estimated Cost of Prime Work 40% I-5,Portland Avenue to Port of Tacoma Rd-NV HOV Stage 1 $16,668,061.00 07/12 07/07/10 Contract No.7946 WSDOT,7912 Martin Way, Suite E,Lacey,WA 98516-5703 Neal Uhlmeyer,P.E.,360-412-3421,uhlmeyn@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 55% Southcenter Parkway Extension $16,906,318.00 07/12 07/01/10 Contract No.2508 City of Tukwila, 6200 Southcenter Pkwy.,Tukwila,WA 98188 Bob Giberson,Public Works Director,206-433-0179,publieworks@tukwilawa.gov Type of Work: Road Construction(Prime)Estimated Cost of Prime Work 50% Sultan Basin Road Phase III $1,578,329.00 06/12 08/01/11 Contract No. 6824 City of Sultan,319 Main St.,#200, Sultan,WA 98294 Sam Richard(Consultant-WH Pacific)425-951-4860,sriclrard@whpacific.com Type of Work: Highway(Prime),Estimated Cost of Prime Work 60% Sylvester Road Bridge#1052A $196,320.00 06/12 07/13/11 Contract No. C00617CII King County,201 S.Jackson St.,Room 700, Seattle, WA 98104 Jeff McCarthy,206-423-1086,jeffmccarthy@kingconnty.gov Type of Work: Site Work(Subcontractor to SB Structures LLC) Chilco West Waterline Extension Project $284,051.00 06/12 04/23/12 Contract No. 41070 North Kootenai Water District, 1841 W.Hayden Ave., Hayden,ID 83835 Mike Galante,208-772-3619,mikeg@nkwsd.com Type of Work: Waterline Extension (Prime),Estimated Cost of Prime Work 90% Four Corners Commons Excavation 2012 $1,280,903.00 06/12 04/16/12 Contract No,2012.01 CIRI Land Development Co.,2525"C" St.,Anchorage,AK 99503 William Prosser,Project Manager 907-240-8015,wprosser@mtaonline.net Type of Work: Earthwork Improvements(Prime), Estimated Cost of Prime Work 95% 9 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Topaz Bridge N/S $6,012,637.00 06/12 05/04/09 Contract No. 7223 Idaho Transportation Department,P.O. Box 4700, Pocatello, ID 83205-4700 Joe Pihlaja,P.E., 208-239-3337,joe.pihlaja@itd.idaho.gov Type of Work: Earthwork,Drainage &Wall Construction(Subcontractor to Idaho Construction Co., Inc.) Peola Road Reconstruction MP 1.57 to MP 7.84 $3,957,244.00 05/12 05/31/11 Contract No. 3654 Garfield County,P.O. Box 160, Pomeroy, WA 99347 Kevin Poole(Consultant,Riedesel Engineer),208-743-3818,kpoole@riedeseleng.com Type of Work:Highway(Prime),Estimated Cost of Prime Work 60% Vancouver Bypass Seg. l0b, Sewer Line Relocation $491,147.00 04/12 05/23/11 Contract No. 1401 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Mike Powrie 206-625-6144, michael.powrie@bnsfcom Type of Work: Utility Work(Prime),Estimated Cost of Prime Work 90% Ritchie Bros.,Inc.New Check-In and Auction Building $4,662,311.00 04/12 05/16/11 Contract No. 2159 Mountain Construction(Prime Contractor),7457 So. Madison St.,Tacoma,WA 98409 Jeff Stroud,253-284-0402,jeff@mountainconst.com Type of Work: Site Work(Subcontractor to Mountain Construction) Apple Tree Crossover-Vancouver Bypass $522,645,00 04/12 02/13/12 Contract No.2328 Burlington Northern& Santa Pe Railway Co.,2454 Occidental Ave. S.,Suite 2D, Seattle,WA 98134 Mike Powrie 206-625-6144,michael.powrie@bnsf.com Type of Work: Site Work(Prime),Estimated Cost of Prime Work 70% So. Kingston Rd.NE-Carpenter Creek Bridge @ MP 3.70 $605,923.00 02/12 06/20/11 Contract No. 1573 Kitsap County,614 Division St., MS26, Port Orchard,WA 98366-4699 Jonathon Brand,P.E. 360-337-7121,jbrand@eo.kitsap.wa.us Type of Work: Roadway Improvements(Subcontractor to SB Structures,LLC) 185a'Ave.N.E.Extension Project $1,567,933.22 02/12 03/07/11 Contract No. 101197 City of Redmond, MS: 1NPW, Y.O. Box 97010,Redmond, WA 98073-9710 Steven Gibbs,P.E.,425-556-2729 Type of Work: Highway(Prime)Estimated Cost of Prime Work 50% Emergency Levee Restoration,PL 84-99 $1,100,625.00 02/12 01/05/12 Contract No. 120020 US Army Corps of Engineers, Seattle District,4735 E.Marginal Way So., Seattle, WA 98134-2388 Gene Salton,206-761-3649,gene.t.sulton@usacearmy.mil Type of Work: Levee Restoration (Prime),Estimated Cost of Prime Work 100% Chilco East Waterline Extension Project $169,859.80 02/12 12/19/11 Contract No, 41052 North Kootenai Water District, 1841 W.Hayden Ave.,Hayden,ID 83835 Mike Galante,208-772-3619 Type of Work: Waterline Extension (Prime),Estimated Cost of Prime Work 90% 10 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Lincoln Avenue Grade Separation $21,617,648.00 02/12 08/24/09 Contract No. 68036 Port of Tacoma, P.O.Box 1837,Tacoma, WA 98401-1837 Bob Lee,BergerABAM(Consultant),206-832-9294 Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 40% I-90 Sullivan Rd. to Barker Rd.-Additional Lanes $2,591,726,00 12/11 04/04/11 Contract No. 8022 WSDOT, 2714 Mayfair St., Spokane, WA 99207 Darrell McCallum,P.E.,509-323-8412,mccalld@wsdot.wa.gov Type of Work: Highway(Subcontractor to Acme Concrete Paving,Inc.) Horseshoe Bend Levee Improvement East&West River Bend Secondary Levees Contract No. 09-3005.7 $747,698.00 11/11 08/29/11 City of Kent,400 West Gowe,Kent, WA 98032 Timothy LaPorte,P.E.,253-856-5500 Type of Work: Levee Improvement(Prime),Estimated Cost of Prime Work 80% US 95,Frontage Rd;Boekel to Ohio Match Rd. $2,495,888.00 11/11 06/20/11 Contract No. 7579 Idaho Transportation Department, 600 W.Prairie Ave.,Coeur d'Alene,ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% Lower Elwha Valley Road,Phase 3, Kacee Way $2,209,696.00 11/11 06/06/11 Contract No. 5545 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles,WA 98363 Greg Stidhatn,P.E. (Parametrix,Consultant),253-255-4195,gstidham@parametrix.com Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% GratzerPark—Phase 1 $392,335.00 11/11 04/04/11 Contract No. 7053 City of Orting,P.O.Box 489,Orting, WA 98360-0489 Mr. JC Hungerford(Consultant-Parametrix),253-863-5128,jhungerford@parametrix.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 60% Tacoma HOV Mitigation $1,487,229.43 11/11 08/02/10 Contract No. 7974 WSDOT, 6610 16" St.E., Suite B, Fife,WA 98424 Rumina Suafoa,253-365-6750, suafoar@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cast of Prime Work 80% SR 119,MP 5.62 Slide Repair $101,693.84 10/11 09/27/11 Contract No. DMC209 WSDOT,P.O. Box 47440,Olympia,WA 98504 Duke Stryker,253-377-9204 Type of Work: Slide Repair(Prime), Estimated Cost of Prime Work 100% SR 542, Gallup Creek Bridge Replacement $2,715,296.00 10/11 05/31/11 Contract No. 7911 WSDOT,460 Stuart Road, Bellingham,WA 98226-1204 Chris Damitio,P.E., 360-788-7400, damitic@wsdot.wa.gov Type of Work: Highway/Bridge(Prime), Estimated Cost of Prime Work 40% 11 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Segment B Mukilteo,Mosher&Howarth Park $2,056,909.00 10/11 07/01/10 Contract No. 59595 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite 2D, Seattle, WA 98134 Don Omsberg 206-625-6264 Type of Work: Site Work(Prime), Estimated Cost of Prime Work 80% Tolt River Bridge Improvements on Snoqualmie Valley Trail $295,640.00 10/11 04/04/11 Contract No. 55110 King County,201 S. Jackson St.,Room 700,Seattle,WA 98104 Chris Erickson,206-263-0445 Type of Work: Site Work(Subcontractor to SB Structures LLC) WUT Berth Extension $1,108,226.00 10/11 01/16/10 Contract No. 68064 Port of Tacoma, c/o Manson Construction,P.O.Box 24067, Seattle,WA 98124 Niclaus Arvenberger,253-606-2199 Type of Work: Site Work(Subcontractor to Manson Construction) Clagget Hill Slide $669,003.36 08/11 04/04//11 Contract No. 15211 Montana Department of Transportation,P.O.Box 201001,Helena,MT 59620-1001 Kyle Dubbs,406-538-1322 Type of Work: Slide Repair(Prime)Estimated Cost of Prime Work 95% Spokane Int'l Airport,Line of Sight Bid Package No.2 $5,784,374.00 08/11 03/0711 Contract No. 10111 Spokane International Airport,P.O.Box 19186, Spokane, WA 99219-9186 Robert Seghetti(Prime Contact)509-242-1234 Type of Work: Site Work(Subcontractor to Acme Concrete Paving,Inc.) Wasilla Municipal Airport Construct Apron D,Phase 1 $1,081,038.00 07/11 07/01/10 Contract No, 2010.01 City of Wasilla,290 E. Herning Ave., Wasilla,AK 99654 Archie Giddings, 907-373-9018 Type of Work: Site Work(Prime)Estimated Cost of Prime Work 95% Trunk Road Reconstruction,Phase 2,Water System $2,164,609.00 07/11 06/17/10 Contract No.2010.02 City of Palmer,231 W.Evergreen Ave.,Palmer,AK 99645 David Lundin, 907-746-5230 Type of Work: Highway/Water System(Prime),Estimated Cost of Prime Work 90% Trunk Road Reconstruction,Phase 1 $23,258,603.00 07/11 07/20/09 Contract No. 59301 Alaska Department of Transportation, P.O. Box 196900,Anchorage, Alaska, 99519-6900 John Waisanen,P.E., 907-244-4511,john.waisanen@alaska.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 65% 1-5 Grand Mound to Maytown-Stage One-Add Lanes $64,191,129.00 07/11 04/28/08 Contract No.7465 WSDOT, 821 Airport Ct. SE,Tumwater,WA 98501-6805 MaryLou Nebergall,P.E.,360-570-6750,nebergm@wsdot.wa.gov Type of Work: Highway, (Prime)Estimated Cost of Prime Work 40% 12 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Lateral Improvement Projects, Winter2010-2011 $973,875.30 05111 01/03/11 Contract No. 10-001 Sunnyside Valley Irrigation District(SVID),P.O. Box 239, Sunnyside, WA 98944 Donald Schramm,P.E., 509-837-6980, schrammd@svid.org Type of Work: Pipe Installation(Prime),Estimated Cost of Prime Work 80% Germany Creek Vic Emergency Slope Stabilization $300,000.00 05/1 I 04/06/11 Contract No.DMD115 WSDOT,2400 Talley Way, Kelso, WA 98626 Mary Hummel, 360-442-1374 Type of Work: Slope Stabilization(Prime),Estimated Cost of Prime Work 90% Lateral Improvement Projects,Winter 2010-2011 $5,306,754.37 05111 10/04/10 Contract No. 10-002 Sunnyside Valley Irrigation District(SVID),P.O.Box 239, Sunnyside,WA 98944 Donald Schramm,P.E.,509-837-6980,schrammd@svid.org Type of Work.Pipe Installation(Prime),Estimated Cost of Prime Work 80% US 395/NSC—US 2 Lowering $9,820,171.00 05111 12/01/08 Contract No. 7610 WSDOT,331 N.Faucher Road, Spokane,WA 99212 Bob Hilmes, 509-534-1030 Type of Work: Highway(Subcontractor to Graham Construction&Management,Inc.) Sunset Route-Seg. 2,Cactus to Araz,CA Yuma Subdivision $521,948.20 04/11 01/10/I1 Contract No. 46964 Union Pacific Railroad Company,631 S.7°i St.,Phoenix,AZ 85034 Danny King,971-404-6022 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 95% Yonezawa Parcel Pit Reclamation $428,209.12 03/11 12/13/10 Contract No. 10042 Moses Lake School District No. 161,920 W. Ivy,Ave., Moses Lake,WA 98837-2047 Brent Harding, (Consultant to Owner,NAC/Architecture)509-838-8240 Type of Work: Earthwork(Prime)Estimated Cost of Prime Work 95% Tacoma Narrows Airport Runway Safety Area Improvements $15,907,048.00 03/11 11/12/07 Contract No.4600043.45 Pierce County Public Works,4301 So. Pine St.,Suite 446,Tacoma,WA 98409 Mike Manley,253-798-2261 Type of Work: Clearing/Grubbing,Grading,Tunnel Construction,(Prime)Estimated Cost of Prime Work 40% Stanwood Siding $1,062,866.00 01/11 08/02/10 Contract No. 60082 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg 206-625-6264 Type of Work: Site Work(Prime), Estimated Cost of Prime Work 100% Area 6 Closure Sudbury Road Landfill $1,405,970.00 12/10 06/23/10 Contract No. 6011 City of Walla Walla,P.O.Box 478, Walla Walla, WA 99362 Frank Nicholson,P.E., 509-524-4510 Type of Work: Landfill (Prime)Estimated Cost of Prime Work 45% 13 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Port Mackenzie Barge Dock Expansion $2,573,785.00 12/10 01/16/10 Contract No.73011 Matanuska-Susitna Borough, 350 E. Dahlia Ave.,Palmer,Alaska 99645 Robert Koski 907-745-9561 Type of Work: Fill Dock Expansion (Prime),Estimated Cost of Prime Work 50% 70ih Ave. E.Nalley Ave.E.Roadway Improvements $10,303,238.00 12/10 10/27/09 Contract No.2009.04 City of Fife, 5411 23`a St,E., Fife, WA 98424 Jim Shanafelt (David Evans &Associates,Consultant),253-250-0617 Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% Cheyne Landfill Septage Lagoons $1,010,906.00 12/10 10/01/09 Contract No.3265 Yakima County Public Services, 128 No. Second St., 4"'Floor,Yakima, WA 98901 Rae Early, 509-574-2319,rae.early@co.yakima.wa.us Type of Work: Landfill(Prime),Estimated Cost of Prime Work 85% Vancouver Bypass Seg. 8, B-Yard Bypass Phases 1,2&3 $6,865,392.00 12/10 09/11/09 Contract No. 56106 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA, Seattle, WA 98134 Mike Powrie 206-625-6144 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 65% Pocatello Subdivision,MP 144 to 146.5, Soda Springs,ID $226,750.40 12/10 08/16/10 Contract No.46120 Union Pacific Railroad Company,631 S.7`h St.,Phoenix,AZ 85034 Danny King,971-404-6022 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 95% SR 18, Issaquah-Hobart Rd Retaining Wall Repair $130,390,00 11/10 07/26/10 Contract No.7940 WSDOT, 6431 Cason Ave. So.,Bldg. 1,MS N1382-60, Seattle, WA 98108-3445 Alas Borschowa,P.E.,206-768-5755,borscha@wsdot.wa.gov Type of Work: Site Work(Subcontractor to SB Structures) Extend Runway 03-21 and Related Work $4,320,147.00 11/10 05/28/09 Contract No. 8024 Spokane International Airport, 9000 W Airport Way,Ste.204, Spokane, WA Matt Breen,509-455-6414 Type of Work: Ramp Construction(Subcontractor to Acme Concrete Paving, Inc.) Cheyne Landfill Cell Expansion,Ph. 1 $2,396,276.74 10/10 10/13/09 Contract No. 3353 Yakima County Public Services, 128 No. Second St.,4`h Floor, Yakima,WA 98901 Rae Early, 509-574-2319,rae.early@co.yakhna.wa.us Type of Work: Landfill(Prime), Estimated Cost of Prime Work 95% Vancouver Bypass Seg.2, 32n1 Circle Utility Relocation $300,471.80 10/10 09/1 1/09 Contract No. 40307 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA, Seattle, WA 98134 Mike Powrie 206-625-6144 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 80% 14 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Tieton River Crossings W+E Replace Bridges $7,300,000.00 10/10 07/20/09 Contract No. 7743 WSDOT, P.O. Box 12560,Yakima, WA 98909-2560 Paul Gonseth,P.E.,509-577.1810 Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 40% Bridge#2210-13, So.Vaughn Road KPN/Vaughn Bay $2,142,988.42 10/10 07/14/09 Contract No. 5352 Pierce County,2702 S 42id St., Suite 201,Tacoma, WA 98409-7322 Henry Gertje,P.E.,253-798-6826 Type of Work: Bridge Replacement(Prime),Estimated Cost of Prime Work 35% SR 510, Yelm Loop, Stage 1 $4,145,136.00 10/10 04/12/09 Contract No. 7879 WSDOT,7912 Martin Way, Suite E, Lacey, WA 98516-5703 Neal Uhlmeyer, P.E.,360-412-3421 Type of Work: Highway(Prime),Estimated Cost of Prime Work 40% Rockfall Mitigation White Salmon Vicinity $469,510.00 08/10 03/01/10 Contract No. 7861 WSDOT, c/o Hi-Tech Rockfall Construction, Inc., P.O.Box 674,Forest Grove, OR 97116 Buddy Johnson, 503-866.9147 Type of Work:Unstable Slope Repair(Subcontractor to Hi-Tech Rockfall Construction) Segment lAl: Richmond Beach $861,489,00 08/10 02/15/10 Contract No. 57594 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle,WA 98134 Don Omsberg 206-625.6264 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 40% Green River Bridge Embankment Failure $3,227,090.00 08/10 02/26/09 Contract No. 7661 WSDOT, 6431 Corson Ave S, Seattle, WA 98108-3445 Aleta Borschowa,P.E.,206-768-5860 Type of Work: Bridge Embankment Failure(Prime), Estimated Cost of Prime Work 35% Elwha Valley Access Road,Phase 2, Stratton Rd.Reconstruction $2,047,409.00 06/10 09/14/09 Contract No.2009.03 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles, WA 98363 Greg Stidham,P.E. (Parametrix, Consultant),253-255-4195 Type of Work: Highway(Prime),Estimated Cost of Prime Work 75% Wandermere to Vicinity Half Moon Rd.-Median Barrier $68,045.00 06/10 04/26/10 Contract No. 7899 WSDOT, 2714 N. Mayfair, Spokane, WA 99207 Bob Hilmes, P.E., 509-324-6231 Type of Work: Site Work(Subcontractor to Frank Gurney,Inc.) Blue Ridge Slide $814,458.00 06/10 01/27/10 Contract No. 57959 Burlington Northern&Santa Fe Railway Co., 2454 Occidental Ave. S., Suite IA, Seattle, WA 98134 Glen Gaz 206-625-6150 Type of Work: Repair Slope&Landslide Failures(Prime), Estimated Cost of Prime Work 100% 15 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE SR 20, Quiet Cove Rd.Vic.To SR 20 Spur $12,016,332.00 06/10 06/12/08 Contract No. 7532 WSDOT, 1109 E. Hickox Road,Mt.Vernon, WA 99274-7775 Dave Crisman,P.E.,360-848-7103 Type of Work: Highway,(Prime)Estimated Cost of Prime Work 50% Vancouver Bypass Seg.3B,Sandri-Larango Facilities $266,444,00 04/10 10/26/09 Contract No. 56578 Burlington Northern &Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA, Seattle, WA 98134 Mike Powrie 206-625-6144 Type of Work: Bldg.Remodel/Site Improvement(Prime), Estimated Cost of Prime Work 100% BNSF Emergency Sewer Repair $375,380.00 03/10 01/16/10 Contract No.2009-126 City of Seattle,P.O. Box 94687, Seattle, WA 98124-4687 Bryan Nicholson 206-423-2568 Type of Work: Emergency Sewer Repair(Prime),Estimated Cost of Prime Work 90% Padilla Bay Waterline Replacement $1,058,094.00 01/10 07/27/09 Contract No.7033 City of Anacortes,P.O.Box 547,Anacortes,WA 98221 Brandt Barnes,P.E., MWH(Consultant),206-601-7390 Type of Work: Watermain(Prime),Estimated Cost of Prime Work 80% SR 18 Peasley Canyon Slide MP 2.2 $330,000.00 01/10 01/15/10 Contract No.DMA 134 WSDOT,P.O. Box 330310, Seattle,WA 98133-9710 Peter Klasell 206-4404781 Type of Work: Emergency Slide Repair,(Prime)Estimated Cost of Prime Work 80% Crystal Mountain Blvd.Rock Slide Mitigation $26,518.48 01/10 01/13/10 Contract No. 77515 Pierce County Public Works,615 So.9th St., Ste. 100,Tacoma,WA 98405-4674 Bert Kalalau 253-798-4713 Type of Work: Rock Slide Mitigation(Prime),Estimated Cost of Prime Work 100% Naches Tieton Road Embankment Construction $225,962.50 01/10 11/09/09 Contract No. 3114 Yakima County Public Services, 128 No. Second St.,4°i Floor,Yakima,WA 98901 Rae Early, 509-574-2319,rae.early@co.yakima.wa.us Type of Work: Road Embankment(Prime),Estimated Cost of Prime Work 100% 2009 Arterial Asphalt&Concrete Program(I"Ave So. Contract 2) $6,205,302.00 01/10 01/26/09 Contract No.2008-090 Seattle Department of Transportation,P.O.Box 94687, Seattle, WA 98124-4687 Lynn Pera,P.E.,206-684-0430 Type of Work: Roadway/Watermain(Prime),Estimated Cast of Prime Work 65% Chuckanut Drive $125,000,00 12/09 11/30/09 Contract No. DMA 133 WSDOT, 1043 Goldenrod Road,Ste. 101,Burlington, WA 98233 Gus Deeter, 360-848-7136 Type of Work: Emergency Slide Repair,(Prime)Estimated Cost of Prime Work 60% 16 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE SR 9, 176"St.to Marsh Rd I/S $21,837,889.00 12/09 04/09/08 Contract No. 7479 WSDOT, 1715 228" St, SE, Ste, 106,Bothell, WA 98021-8445 John Chi P.E.,425-489-5400 Type of Work: Highway, (Prime)Estimated Cost of Prime Work 40% S.35"&Lawrence St.Emergency Storm Sewer Force Main Repair $169,910.60 11/09 10/26/09 Contract No.46000058.05 City of Tacoma, 3628 So. 35"St.,Tacoma,WA 98409 Jason Moline,253-396-3383 Type of Work:Emergency Storm Sewer Force Main Repair,(Prime)Estimated Cost of Prime Work 100% SR 6, So,Fork Chehalis River Bridge $8,019,752.00 11/09 08/15/08 Contract No. 7587 WSDOT, 1411 Rush Road, Chehalis,WA 98532 Colin Newell,360-740-8600 Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 30% Bigelow Gulch Road,Ph 1,Havana to Urban Boundary $2,239,140.00 10/09 11/25/08 Contract No. 2770 Spokane County, 1026 W. Broadway,Spokane,WA 99260-0170 Paul Lennemann, 509-477-3600 Type of Work: Highway(Prime),Estimated Cost of Prime Work 65% Elwha Valley Access Road,Phase 1 $840,035.00 10/09 08/25/09 Contract No.2009.02 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles, WA 98363 Greg Stidham,P.E. (Paramettix,Consultant),253-255-4195 Type of Work: Highway(Prime),Estimated Cost of Prime Work 75% South Correctional Entity(SCORE)Phase 1,Early Site Work $996,650.00 10/09 08/03/09 Contract No.2009.01 South Correctional Entity(SCORE, c/o Shiels Obletz Johnsen, 800-5"Ave., Ste.4130, Seattle, WA 98104 Justine Kim(Shiels Obletz Johnsen, Consultant),206-838-3706 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 90% Pan Terra Regional Stormwater Facility Improvements $1,441,588.75 10/09 07/08/08 Contract No.4726 City of Shoreline, 17544 Midvale Ave.No.,Shoreline, WA 98133-4921 Jon Jordan,206-546-1678 Type of Work: Stormwater Facility Improvements (Prime),Estimated Cost of Prime Work 80% Brighlwater Reclaimed Water System Section 2 $6,757,355.00 10/09 06/30/08 Contract No,24208 King County BW Conveyance/Jacobs, 19204 Northcreek Pkwy., Ste 250,Bothell, WA 98011 Marty Noble, 206-296-4319 Type of Work: Reclaimed Water Line (Prime),Estimated Cost of Prime Work 40% Taxi Lane Kilo-N $4,050,250.00 09/09 04/0109 Contract No. 6908 Snohomish County,3000 Rockefeller,MS 507, Everett, WA 98201 Kevin Cooley,P.E, CH2M Hill(Consultant)503-490-1773 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 60% 17 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Pipeline No. 1 Replacement at Puyallup River Valley Ph. 1 $1,682,045.00 09/09 06/15/09 Contract No.4600050.18 City of Tacoma, 3628 So. 35`h St., Tacoma,WA 98409 Jason Moline,253-396-3383 Type of Work:Pipe Installation, (Prime)Estimated Cost of Prime Work 70% Delta Yard Everett Speed hnprovements $3,021,602.00 09/09 03/09/09 Contract No. 53848 Burlington Northern& Santa Fe Railway Co„2454 Occidental Ave. S., Suite IA,Seattle,WA 98134 Richard Wagner,206-625-6152 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 100% Interbay Yard Improvements $548,985.00 09/09 03/09/09 Contract No. 53702 Burlington Northern&Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 1 A,Seattle, WA 98134 Don Omsberg,206-625-6179 Type of Work: Earthwork(Prime),Estimated Cost of Prime Work 100% One Mile East of Index Slope Stabilization $1,123,123.23 08/09 09/02/08 Contract No.7582 WSDOT, 12277 134"Ct.N.E., Suite 200,Redmond,WA 98052-2431 Dave Lindberg,P.E.,425-814-7100 Type of Work: Slope Stabilization (Prime),Estimated Cost of Prime Work 40% Vancouver Bypass Phase 1 NP Passing Track Extension $3,303,427.00 08/09 03/26/08 Contract No.49251 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. So., Suite A,Seattle, WA 98134 Mike Powrie,206-625-6144 Type of Work: Yard Track Construction(Prime),Estimated Cost of Prime Work 60% SE Middle Fork Road,Phase 1 $709,333.00 07/09 03/16/09 Contract No,41909 King County,401 Fifth Ave. 3rd Floor, Chinook Bldg., Seattle, WA 98104 Wes Chin,206-423-1061 Type of Work: Emergency Repairs&Reconstruction of Landslides(Prime),Estimated Cost of Prime Work 95% 1-5, Rush Road to 13" St. $36,969,766.00 06/09 07/02/07 Contract No. 7324 WSDOT, 1411 Rush Road, Chehalis,WA 98532 Colin Newell,360-740-8600 Type of Work: Highway(Prime), Estimated Cost of Prime Work 50% SR 9, Schloman Rd. to 256'St.NE &268'St. I/C $1 1,113,628.00 06/09 05/12/07 Contract No.7267 WSDOT,9021 El Capitan Way,Everett,WA 98208-3637 Marlin Lenssen,425-225-8796 Type of Work: Highway(Prime), Estimated Cost of Prime Work 40% 1-405 Vic MP 1.6 Springbrook Creek Wetland&Habitat Mitigation $12,765,803.00 06/09 04/02/07 Contract No. 7200 WSDOT,21851 84"Ave. So., Kent,WA 98032-1958 Aleta Borschowa,Office 206-768-5862, Cell: 425-766-2617,borscha@wsdot.wa.gov Type of Work: Wetland&Habitat Mitigation(Prime),Estimated Cost of Prime Work 45% 18 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE US 395,US 395/NSC—BNSF RR Tunnel MP 163.83 to MP 164.15 $18,717,018.00 05/09 02/20/08 Contract No. 7413 WSDOT,2714 N. Mayfair Street, Spokane,WA 99207-2050 Chad Simonson,P.E., 509-324-6252 Type of Work: Highway(Prime),Estimated Cost of Prime Work 40% SR9/SR96 to Marsh Road-Flood Damage Repair $2,095,192,00 05/09 04/20/09 Contract No.7750 WSDOT,P.O.Box 330310, Seattle, WA 98133-9710 John Chi P.E.,425-489-5400 Type of Work: Flood Damage Repair(Prime),Estimated Cost of Prime Work 100% Snoqualmie Pass Slide Removal $800,000.00 02/09 01/08/09 Contract No. 7664 WSDOT,P.O.Box 12560,Yakima, WA 98909 Will Smith, 509-577-1853 Type of Work: Slide Repair(Prime),Estimated Cost of Prime Work 40% 19 Heavy- Highway Construction ' n i An Eduaal eumr'4�� Opportunity Employer 4. EXPERIENCE 4.6 Construction Experience of Key Individuals: A. Scarsella Bros., Inc. has worked with the City of Kent on several projects. B. The following is a list of Scarsella Bros. Inc. supervisory force, along with their current position/experience and current commitments that may be valuable for the work on the Kentview Sanitary Sewer Interceptor project. 1. Frank Scarsella, President 44 Years experience, current project commitment 5-7 projects. 2. Don Scarsella, Secretary 44 Years experience, current project commitment 5-7 projects. 3. Robert Scarsella, Vice President 39 Years experience, current project commitment 5-7 projects. 4. Richard Scarsella, Vice President 34 Years experience, current project commitment 5-7 projects. 5. Rick Krier, Project Superintendent 35 Years experience on various City, County and Metro projects. Current Commitment: 2013 Federal Way Downtown Sewer Trunk Upgrade-Phase 1, Lakehaven Sewer District; Coal Creek Culvert Replacement, City of Bellevue Utilities; Kent/Auburn Conveyance System Improvements, King County P.O.Box 68697 • Seattle,Washington 98168.0697 ^ Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • Ill Lic. #10394-Unlanited-1-2 MTLic.#146627 • ND Lic.#44607 ^ OR Lic.#96884 • UTLic.#7646917-5551 • WA Lic.#SCARSB1183B8 -YAJ2 r •'re �'! Heavy-Highway Construction ® An Equal Opportunity a e Employer `�ANf0.40~ w Major Equipment List Y Description _t Description Track Dozers Rubber Tire/Track Loaders 7 Cat IT-28, 930G 2 Cat or JD 45O1), G TCLT 1 JD 644E 2 Cat or JD 550G, LGP 3 Trojan 1500, 1700 12 Cat D-6D, G, G LGP, H. H LGP, R or JD650 4 Cat 95OG 2 Cat D-7H, R 1 Cat 966F 14 Cat D-81-1, K, N, R 3 Cat 980C, F, F, II, G 4 Cat D-91-1, N, R 6 Cat 98813, F, FII 7 Cat D-1ON, R 2 Cat 992B, C Rubber Tire Dozers Rubber Tire Loader/Backhoes 3 Cat 8248, C 12 Case 580C, E, Super E, Super K, L, SE Scrapers Track Excavators 2 Cat 623E, F 1 Komatsu PC 78 5 Cat 631D 2 Komatsu PC128US-2 14 Cat 631E 3 Komatsu PC160LC 4 Cat 637D, E 5 Komatsu PC20OLC-6,7 4 Komatsu PC228LC-3, USLC-3, US-2 Water Wagons 5 Komatsu PC300LC-6,7 2 Cat 631B, C 3 Cat 320CL 6 Komatsu PC400LC-5,6,7 Motor Graders 2 Cat 245, B, B Mass Excavator, B Series II 1 Cat 120G 3 Komatsu PC600LC-7 (2005) 2 Cat 130G 2 Komatsu PC750LC-6 (2000) 7 Cat 140G, H 1 Komatsu PC1000LC-1A(1991) 7 Cat 14G, H 1 Komatsu PC1100LC-6 (1999) 3 Cat 16G Rollers/Compactors off Road Truck Tractors 10 Hamm 6 01 Mack CL713 3 Dynapac CA362D Vibratory 2 01 Mack CL713 Tri-Drive 2 Cat 825C Compactor P.O.Box 68697 Seattle,Washington 98168-0697 - Tel: (253) 872-7173 - Fax: (253) 395.1209 AB Lie. #34714 AZ Lie.#ROC249216 - CA Lie. #779354 - Ill Lie. #10394-Unlimited-1-2 MT Lic.#146627 - ND Lic.#44607 - OR Lic.#96884 - UTLic.#7646917-5551 ^ WA Lic.#SCARSBI183B8 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to S% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: June 24, 2014 Scarsella Bros. NAME OFBI R BY: S nature Bob Scarsella, V.P. (Print Name and Title) P.O. Box 68697 Address - Seattle, WA 98168-0697 Kentview Sanitary Sewer Interceptor/Langholz 24 June 4, 2014 Project Number: 10-3003 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Scarselta Bros, Tne. as Principal, and Liberty Mutual Insurance Company as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, In the penal sum of FivePercent(5%) ofBidAmount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 24th DAY OF Tainto 2014 Scarsella n . P CIPAL Liberty�Mutual Insurance Cgympan SURETY eggy A. Firth,Attorney-in-Fact 20 Received return of deposit in the sum of `G Kentview Sanitary Sewer InterceptodLangholz 25 June 4,2014 Project Number: 10-3003 I THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON:RED BACKGROUND. . This PowerofAttorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No 6543693 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY I KNOWN ALL PERSONS BY THESE PRESENTS; ThatAmerican Fire&Casually Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized underthe laws of the Slate of Massachusetts,and WestAmedcan Insurance Company is a corporation duty organized under the laws of the State of Indiana(herein collectively called ithe"CompaniW),pursuartto and by authority herein set forth,does hereby name,constitute and appoint Barbara A Johnson Brent E Hellesen CarloV Espiritu,•Christopher Kinvon; Diane M Harding;Eric A Zimmerman,Jake Chap James B. :Binder Jamie Diemer Jeffrey L.Zimmerman Jennifer L.Snyder:Julie R.Truitt Karen Swanson Kathd L.Patton;Kettle Hogan-Kristine A Lawrence; Lisa M Anderson Mandy Keltner Mitchell R.Smee;Peggy A Firth;Peter J.Comfort Phylis C.Robison Sandra J.Kulseth;Wyntrene Mace i all of the city of Tacoma state of WA each individually if there be more than one named,its true and lawful attomey-in-fact to make execute,seal acknowledge and deliver,for and on its behalf as surety and as its act and deed,.any and all undertakings bonds,recognizances and other surety obligations,.in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons:: IN WITNESS WHEREOF,This Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seats of the Companies have been affixed thereto this lard- dayof April 2014 >. American Fire and Casualty Company O The Ohio Casualty Insurance Company r , Liberty Mutual Insurance Company c West American Insurance Company •�. r STATE OF PENNSYLVANIA as David M.Care,.Assistant Secretary c. ,ro: C COUNTY OF MONTGOMERY 0 tipt On(his 23rd day of April - 2014 before me personally appeared David M.Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v H, u m Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such being authorized so to do y,W p execute the foregoing Instrument for the purposes therein contained by signing on behalfof the corporations by himself as a duly authorized officer. �.E- {ar > IN WITNESS WHEREOF I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting Pennsylvania on the day and year first above written O CL OW, QM. I— ," ): 'OV icy By. C "i - Teresa Pastella,Notary Public E 4 ! i. r • 3 tp:. 60 „ . m lc% This Power ofAttomey is made and executedlnimuan(to anipY'`authorily of the following By-laws and Authorizations ofAmen an Fire and Casually company,The Ohio Casualty Insurance WO y„ Company,Liberty Mutual Insurance Company,andWest Ame ican Insurance Company which resolutions are now in full force and effect reading as follows. , (A` ARTICLE IV—OFFICERS—Section 12 Power of Attorney.Any officer or other official of the Corporation authorized forthat purpose in writing by the Chairman or the President,and subject or- �T,T to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as maybe necessary.to act in behalf of the Corporation to make,execute seal, w m O E- acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective a.3: E y powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and:to allach thereto the seal of the Corporation..When so m w o Mexecuted such instruments shall as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey in fact under >M. "' the provisions of this article may be revoked at anytime by the Board,the Chairman,the President or by the officer or officers granting such power or authority. Z v o � . 0 .ARTICLE All Execution of Contracts—SECTION 5 Surety Bonds and Undertakings Any officer of the Company authorized for that purpose in writing by the chairman or the president, E. > 4) and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys4n-fact,as may be necessary to act In behalrof the Company to make,execute, : M. o seal,acknowledge and deliver as suretyany and all undertakings;bonds,recognizances and other surety obligations. Such:attomeys-in-fact subject to the limitations set forth.in their :O00 Z Q .respective powers ofattomey,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal ofthe Company. When so 06 executed such instruments shall be as finding as If signed by the president and attested by the secretary. Certificate of Designation:—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such allomeys in- ~ fact as may be necessary to act on behalf of the Company to make execute;seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety jobligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the - i Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed I,GregoryW Daven Davenport,the undersigned,Assistant Secret of American Fire and Casualty Company,The Ohio Casual Insurance Company,Ebert Mutual Insurance Company,and i P 9 Secretary, YCasualty . Y West American Insurance Company do hereby certify that the original power of attorney of which the foregoing:is a full,true and correct copy of the Power of Attorney executed:by said Companies is in full force and effect and has not been revoked rr IN TESTIMONY WHEREOF I have hereunto set my hand and affixed the seals of said Companies this-f2k .day of p'`d •^- 20 1 . By: - Gregory IN Davenport,Assistant Secretary n WS 12873 122013 312 of 500 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, 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 foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Kentview Sanitary Sewer Interceptor Project Number: 10-3003 NAME OF PROJECT Scarsella Bros. Inc. rAOF BIDD RM r 2 Bob Scarsella V.P. SIG' TURE OF AUTHORIZED R RESENTATIVE OF BIDDER Kentview Sanitary Sewer Interceptor/Langholz 26 June 4, 2014 Project Number. 10-3003 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days rior Change Orders Days Required 1 for this Change Order -0- Working days Revised Time for Completion Working days Kentview Sanitary Sewer Interceptor/Langholz 27 June 4, 2014 Project Number: 10-3003 In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT. By: By:-_ (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its _ Its Public Works Director (Title) (Title) DATE: DATE: Kentview Sanitary Sewer Interceptor/Langholz 28 June 4, 2014 Project Number: 10-3003 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................® Order of Contents................................................................................. 171 Invitation to Bid................................................................................... 71 Contractor Compliance Statement........................................................M Date............................................................................................ Have/have not participated acknowledgment.............................El Signature and address ................................................................El Declaration — City of Kent Equal Employment Opportunity Policy ........91 Dateand signature .....................................................................M AdministrativePolicy...........................................................................El Noticeto Bidders .................................................................................M Proposal...............................................................................................M Firstline of proposal -- filled in ................................................... A Unitprices are correct ................................................................M Minimum bid prices are correct...................................................❑x Subcontractor List (contracts over $100K) ..........................................® Subcontractors listed properly....................................................M Signature ....................................................................................M Subcontractor List (contracts over $1 million).....................................® Subcontractorslisted properly....................................................M Dateand signature .....................................................................M Contractor's Qualification Statement ...................................................M Complete and notarized ..............................................................M Proposal Signature Page ...................................................................... AllAddenda acknowledged .........................................................0 Date, signature and address .......................................................M BidBond Form .....................................................................................M Signature, sealed and dated .......................................................M Powerof Attorney.......................................................................M (Amount of bid bond shall equal 50/6 of the total bid amount) Combined Declaration Form .................................................................M Signature .................................................................................... ChangeOrder Form ..............................................................................El Bidder's Checklist ................................................................................M The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND_PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Kentview Sanitary Sewer Interceptor/Langholz 29 June 4, 2014 Project Number: 10-3003 Bond No, 023029100 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, e scarsella Bros. Inc. as Principal, and Liberty Mutual Insurance Company _ Massachusetts_ _ a Corporation organized and existing under the laws of the State of Wa%WxN qkm, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $983 669.18 ___,.__, together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be, This obligation is entered into In pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, If the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall Indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by Its undersigned representatives pursuant to authority of its governing body. Kentvlew Sanitary Sewer Interceptor/Lang ho lz .30 June 4, 2014 I� Project Number: 10.3003 TWO WITNESSES.: Scarsella Bros. Inc. PRINCIPAL (enter principal's name above) g f4!/ dBY FrankrScarsella Shelly Williams,Contract Administrator TITLE: _President DATE _ DATE: CORPORATE SEAL: r Julie Printz-Contract Administrator PRINT NAME DATE: —_;_i. �-"` __Liberty Mutual Insurance Company SURETY CORPORATE SEAL: BY Peggy A. Firth DATE: July_9,2014_ TITLE: Attorney-in-Fact ADDRESS: 9254th Avenue, Suite 3200 Seattle,WA 98104 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Frank Scarsella Who signed the said bond on behalf of the Principal Scarsella Bros,. Inc.____ _— Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in beh4If of said Corporation by authority of its governing body. ---" SECRETARY OR ASSISTANT SECRETARY J Kentview Sanitary Sewer Interceptor/Langholz 31 June 4, 2014 , Project Number: 10.3003 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. . This Power ofAttornoy limits the acts of those named herein,and they have no authorityto bind the Company except In the mannerand to the extent herein stated. - .Certificate No e513656 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company WestAmerican Insurance Company I POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:-That American Fire&Casualty Company and The Ohio Casually Insurance Company are corporations duly organized under the laws of :the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organizer)under the laws of the State of Massachusetts,and West American Insurance Company is acorporation duly organized under the laws of the State of Indiana(herem collecfively called fhe"Companies');pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Barbara A Johnson-Brent E.Heilesem Carley Espiritu Christopher Kinvon' Diane M.Harding Eric A Zimmerman Jake Cie;James B. J Binder;Jamie Dlemer-Jeffrey L.Zimmerman Jennifer L.Snyder;Julie R.Truitt'.Karen Swanson Kathy.L. Patton;Katie Hogan Kristine A.Lawrence; LisaM :Anderson Mandy Kelttler;Mitchell R.Smee;:Peggy A.Firth- Peter J.Comfort;Phylis.C.Robison;Sandra J.Kulseth;Wyntrene Mace i i all of the city of:Tacoma ',state of via< each individually if(here be more than one named,its Ime and lawful attomey-in-fad to make,execute,seal,acknowledge and deliver,for and on Ira behalf as surely and as its act and deed;:any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies.as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. I IN WITNESS WHEREOF this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed theretothis lard. dayof Apni 2014 >. -t American Fire and Casualty Company a The Ohio Casualty Insurance Company Liberty Mutual Insurance Company i West American Insurance Company By: _ David M.Care Assistant Secretary STATE OF PENNSYLVANIA as , N. 1 'COUNTY OF MONTGOMERY `c. O m tm On this 23rd day of April 2014 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and o ao Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and WestAmerican Insurance Company,and that he,as such,being authorized so to do >,W- 0 m execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. i E . a`r > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting Pennsylvania,on the day and year first above written 0 aZi I G d ;" � ` 1` i = v - =t 9y...: Teresa Pastella,Notary Public 4)r- 3 . OE OW it. ra e A This Power ofAttomeyismadeand executed pursyanftoandby'authortyof the follovnngBy-laws and AuthorizationsofAmedcan Fire and Casualty Company,TheOhio Casualty Insurance =0- y r Company Liberty Insurance Company.-andWeslA ngxcan Insurance Company which resolutions are now in full force and effect reading as follows of m 4) ARTICLE IV-OFFICERS Section 12,Power ofAttorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President and subject O c to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fad as may be necessary to act in behalf of the Corporation to make,execute,seal, w a' o c acknowledge and deliver as surety any and all undertakings bonds,recognizances and other surety obligations. Suchaftomeys-ln-fact,subject to the limitations set forth in their respective o E y powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and.to attach thereto the seal of the.Corporation. When so 'i; a. p :executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any poweror authority granted to any representative or attomey in fact under > T the provisions of this article may be revoked at anytime by the Board,the Chairman,the President or by the officer or officers granting such power or authority. > t o.. N' .ru c ARTICLE All-Execution of Contracts SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in wnfing by the chairman or the president, Eo? >E! and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in fact,as maybe necessary to act inbehalfof the Company to make,execute, M: o m seal acknowledge and deliver as surely any and allundertakings,bonds recognizances and other surety obligations Such attomeys-in-fact subject to the limitations set forth in their a?: Z y. respective powers of attomey shall have full poyerto bind the Company by their signature and.execution ofanysuch instruments and to attach thereto the seal of the Company When so 0 o executed such instruments scalibe as binding as if signed by the president and attested by the secretary. p:t?_ Certificate of Designation-The President of the Company,actin pursuant to the Bylaws of the Company,authorizes David M.Caney,Assistant Secrete to appoint such adome S m ~ 99P Y P YSecretary PP Y fact as may be necessary to act on behalf of the Company to make,execute seal acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. _ ( Authorization By unanimous consent of the Companys Board.of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the ( Company,.wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding:upon the Company with ! .the same force and effect as though manually affixed. 4 I;Gregory W.Davenport the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company.Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the:original power of attomey of which the foregoing is a full,true and correct copy.of the Power of Attorney executed by said Companies is in full force and effect and has not been revoked. �° .. ;...E IN TESTIMONY WHEREOF,I have hereunto set my hand and of xed the seals of said Companies this day of ,. -.� s.( y` 201( I y: GregoryW Davenport,Assistant Secretary- y ri r K r t R � i I I WS 12873_122013 - 475 of 500 CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and S��rsella BCOS, Inc. organized under the laws of the State of Washington located and doing business at 8404 S. 196th Kent WA. ('Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within eighty (80) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3, The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Ka_ntview Sanitary Sewer Interceptor/langholz 32 June 4, 2014 Project Number: 10-3003 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. Kentview Sanitary Sewer Interceptor/Langholz 33 June 4, 2014 Project Number: 10-3003 CITY OF KENT 5UZ COOKE, MAYOR ATTEST:-- RONALDLF, 1IMOORE- CITY CLERK APPROV D AS TO FGRM: P 1/ � 7 KENT` W DEPARTMENT CONTRACTOR BY PRINT NAME: `Frank Scarsella TITLE: President DATE: Kentview Sanitary Sewer Interceptor/Langholz 34 June 4, 2014 Project Number: 10-3003 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance i, l The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Kentview Sanitary Sewer Interceptor/Langholz 35 June 4, 2014 Project Number: 10-3003 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. Kentview Sanitary Sewer Interceptor/Langholz 36 June 4, 2014 Project Number: 10-3003 EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. I H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor, Kentview Sanitary Sewer Interceptor/Langholz 37 June 4, 2014 Ili Project Number: 10-3003 Client#: 111013 SCARBROSI ACORD.,., CERTIFICATE OF LIABILITY INSURANCE F DATE{M.1.01YYYY) 710 812 01 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemont(s). ACT PRODUCER E:NAME: Sharnel Di Vona NAM Propel Insurance PHONE 253.310.4047 F"X 866.577.1326 Tacoma Commercial Insurance EMQIi°'E"L _ Arc,No: -ADDRESS, skd@propelinsurance.com 1201 Pacific Ave, Suite 1000 - _ INSURFRIBI AFFORDING COVERAGE NAICq Tacoma,WA 98402 Liberty Mutual Fire Ins. Co. 23035 INSURERA: Y INSURED INSURER B:Starr Indemnity & Liability Co. 38318 Scarsella Bros., Inc. INSURER c-Travelers Property Casualty Am 25674 PO Box 68697 Allied World National Assurance 10690 INSURER O: _ _ Seattle,WA 98168-0697 Navi g Navigators Insurance Company42307 INSURER E: g _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE II,SURFD NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVIATI ISTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICHTHIS CERDFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, PXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBP POLICY EFF POLICYEXP LlR TYPE OF INSURANCE INSR WVO POLICY NUMBER MMIDDlYVVY)I{MMlDD/YVYV) LIMITS A GENERAL LIABILITY X X TB2Z91454734104 05/01120141051011201 E EACH OCCURRENCE S1,000 000 X CO DAMAGE TO RENTEDMMERCIAL GENERAL LIABILITY PREMISES(E.occurrence) _ 51,DQt)DDD CLAIMS-MADE Lk OCCUR MFD EXP(Anyune person) $5,000 X BI/PD Ded:$15,000 PERSCNAI.a ADV INJURY $1,000,000 X LC 04 43 05/12 GENERALAGGREGATE s2,000,000 _GENIE AGGREGATE LIMITAPPLIES PER PRODUCTS-COMPIOP AGG s2,000,000 _ X PRO LOC.I POLICY $ _ JECT _. _ A AUTOMOBILE LIABILITY X X AS2Z91454734034 0510112014 05101/2015 COMBINED SINGLE LIMIT 1,000,000 (Ea accleant)-_ $ X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(PeraWtlent) s AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (P raccitlpn. X DA204B10113 X AC840707/13 $ B UMBRELLA LIAR X OCCUR X X 1000020925 0510112014 05/01/2015,EACH 0GCHRRF.NCF $5,000,000 _ X EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED RE EN LION sn/a _ _ $ WORKERS COMPENSATION WA Stop Gap: WC SIMI TORYDMITSx OTIL AND EMPLOYERS'LIABILITY A ANY PROPRIETORIPARTNERIEXE-11- IN TB2Z91454734104 51011201405/0112015'B.L.EACI I ACCIDENT $1000000 OFFICERIMEMBER EXCLUDED? 14 NIA I(Mxndalory in NH) EL..GISFASF-EAEMPLOYEE E1,D92,000 If yes describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 1,000'000 C Inst Floater QT6605C528273TIL14 05101120141051011201 $1,00010001$1,000ded. D Contr. Pollution 03033387 5/0112014'05101/201 $2,000,0001$2,500 ded. E Excess Liability SE14EXC7496231V 0510112014 05101/201 $9,000,000 X of$5MM DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addili°nal Remarks Schedule,if,rare space is required) RE: 10-3003-Ketltview Sanitary Sewer Interceptor project City of Kent is included as an additional insured per the attached forms and/or endorsements. CERTIFICATE HOLDER CANCELLATION City Of Kent SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S14498611M1393531 SXHOO This page has been left blank intentionally. Scarsella Bros.,Inc. Policy Number TB2Z91454734104 Issued by Liberty Mutual Fire Ins.Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non-Owned Watercraft Extension Item 3. Damage To Premises Rented To You - Expanded Coverage Item 4, Bodily Injury To Co-Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Item 7. Notice Of Occurrence Item 8. Unintentional Errors And Omissions Item 9. Bodily Injury Redefinition Item 10. Supplementary Payments—Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefinition Item 13. Newly Formed Or Acquired Entities Item 14. Blanket Additional Insured Where Required By Written Contract Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 15. Blanket Additional Insured —Grantors Of Permits Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 17. Other Insurance Amendment Item 18. Contractual Liability - Railroads Item 1. Reasonable Force Exclusion a. of Section I - Coverage A- Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or 'property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non-Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 1 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Bros.,Inc H32Z91454734104 (a) Less than 55 feet long, and (b) Not being used to carry persons or property for a charge, Item 3. Damage To Premises Rented To You - Expanded Coverage A. The final paragraph of 2. Exclusions of Section I - Coverage A- Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. B. Paragraph 6. of Section III —Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000. or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of"insured contract" in Section V—Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract". D. The paragraph immediately following Paragraph (6) of exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits of Insurance. Item 4. Bodily Injury To Co-Employees A. Paragraph 2. of Section 11 -Who Is An Insured is amended to include: Each of the following is also an insured: Your supervisory or management "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you. (2) To your partners or members (if you are a partnership or joint venture), LC 04 43 05 12 eO 2012 Liberty Mutual Insurance.All rights reserved. Page 2 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella H,. .,Inc. TB2Z91454734104 (3) To your members (if you are a limited liability company), or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business for a Good Samaritan Act that results in "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company), or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). A Good Samaritan Act means an attempt to rescue or aid a person in imminent or serious peril, provided the attempt is not recklessly made. However, none of these "employees" (including supervisory or management "employees") or "volunteer workers"are insureds for the providing or failure to provide professional health care services. B. The insurance provided by this Item 4. will not apply if the injured person's sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Otherinsurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraphs 2.a.(1)(a) and (d) of Section II -Who Is An Insured do not apply to"bodily injury" or"personal and advertising injury" arising out of the providing of or failure to provide professional health care services by any "employee" or"volunteer" of the Named Insured who is a "designated health care provider' if the "bodily injury" or"personal and advertising injury" occurs in the course and scope of the "designated health care provider's" employment by the Named Insured. B. With respect to "employees" and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability: This insurance does not apply to: (1) Liability assumed under an "insured contract"or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act, or LC 04 43 05 12 ©2012 Liberty Mutual Insurance.All rights reserved. Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Bros.,Inc. IBM1454734104 (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V- Definitions: "Designated health care provider" means any "employee" or "volunteer worker' of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Otherinsurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Knowledge of an "occurrence" by your agent, servant or "employee' will not in itself constitute knowledge by you unless your "executive officer" or "employee" or other third party designated by you to notify us of 'occurrences" has knowledge of the"occurrence". Item 7. Notice Of Occurrence For purposes of Paragraph 2.a. of Section IV - Conditions, you refers to an "executive officer" of the Named Insured or to the"employee'designated by the insured to give us notice. Item 8. Unintentional Errors And Omissions Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non- renewal. Item 9. Bodily Injury Redefinition The definition of"bodily injury" in Section V- Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a, above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments - Increased Limits Paragraphs 1.b. and 1.d. of Section I - Supplementary Payments - Coverages A And B, are replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit' including substantiated loss of earnings up to $500 a day because of time off from work. LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 4 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. scarselle Bros.,Inc. TB2Z91454734104 Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of exclusion j. of Section I —Coverage A— Bodily Injury and Property Damage Liability only apply to: 1. "Property damage" to borrowed equipment, or 2. 'Property damage"to property in your care, custody and control while in transit. B. This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A., above is: $10,000 Each Occurrence Limit $25,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one "occurrence' regardless of the number of persons or organizations who sustain damage because of that"occurrence". The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. Item 12. Mobile Equipment Redefinition The definition of"Mobile Equipment' in Section V—Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road Maintenance, but not construction or resurfacing; or (3) Street cleaning. Item 13. Newly Formed Or Acquired Entities Paragraph 3. of Section II—Who Is An Insured is replaced by the following: 3. Any organization, other than a partnership or joint venture, you newly acquire or form and over which you maintain majority ownership or majority interest will qualify as a Named Insured if there is no other similar insurance available to that organization. a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period, whichever is earlier- b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization, and LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 5 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scrr,dh Bras.,Inc. Tn2791454734104 c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. Item 14. Blanket Additional Insured Where Required By Written Contract Paragraph 2. of Section II -Who Is An Insured is amended to add the following: e. Additional Insured by Written Contract or Written Agreement The following are insureds under the policy when you have agreed in a written contract or written agreement to provide them coverage as additional insureds under your policy: (1) Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). (2) Managers or Lessors of Premises: Any manager or lessor of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent acts or omissions of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to: (a) Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; or (b) Any premises for which coverage is excluded by endorsement. (3) Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. (4) Owners, Lessees or Contractors: any person(s) or organization(s) to whom you are obligated by a written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or"personal and advertising injury" arising out of"your work"included in the"products-completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your acts or omissions or the acts or omissions of your"employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 6 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scars.B.Bras.,Inc. TB2Z91454734194 If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. (5) Architects, Engineers or Surveyors: any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In connection with your premises; or (b) In the performance of your ongoing operations. This insurance does not apply to"bodily injury", "property damage"or"personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities- (6) Any Person or Organization Other Than a Joint Venture: Any person or organization (other than a joint venture of which you are a member) for whom you are obligated by a written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations; or (b) In connection with premises owned by you. This insurance does not apply to: 1. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; 2. Any person or organization whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, specification or the performance of any other professional services by such person or organization; or 3. Any person or organization more specifically covered in Paragraphs e.(1) through (5) above. The insurance afforded to any person or organization as an insured under this Paragraph 2.e.: (1) Applies only to coverage and minimum limits of insurance required by the written agreement or written contract, but in no event exceeds either the scope of coverage or the limits of insurance provided by this policy; LC 04 43 05 12 (0 2012 Liberty Mutual Insurance.All rights reserved. Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Bros.,Inc. TB2Z91454734104 (2) Does not apply to any person or organization for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this policy applies to that person or organization with regard to the"bodily injury', "property damage" or"personal and advertising injury", (3) Applies only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and (4) Applies only if the written agreement is in effect at the time the "bodily injury"or"property damage"occurs, or at the time the offense giving rise to the"personal and advertising injury" is committed. Item 15. Blanket Additional Insured —Grantors Of Permits Paragraph 2. of Section II -Who Is An Insured is amended to add the following: Any state, municipality or political subdivision with respect to any operations performed by you or on your behalf, or in connection with premises you own, rent or control and to which this insurance applies, for which the state, municipality or political subdivision has issued a permit. However, this insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products-completed operations hazard", except when required by written contract or agreement initiated prior to loss; or 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or"your work" included in the "products-completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or"property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. Item 17. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will govern. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same"occurrence", claim or"suit". Item 18. Contractual Liability— Railroads Paragraph 9. of Section V- Definitions is replaced by the following: 9. "Insured Contract" means: LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 8 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Sc.Mdh Bros.,Inc. TB2Z91454734104 a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement, c. Any easement or license agreement, d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. LC 04 43 05 12 ©2012 Liberty Mutual Insurance.All rights reserved. Page 9 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. Policy Number AS2Z91454734034 Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM L Newly Acquired or Formed Organizations IL Employees as Insureds III. Lessor-Additional Insured and Loss Payee IV. Supplementary Payments- Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VI I. Additional Transportation Expense and Cost to Recover Stolen Auto Vill. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible- Single Deductible XI. Physical Damage Deductible- Glass XII. Physical Damage Deductible-Vehicle Tracking System XII I. Duties in Event of Accident, Claim, Suit or Loss XIV, Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage- Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVIL Auto Medical Payments Coverage Increased Limits XVIIL Drive Other Car Coverage- Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXIL Limited Mexico Coverage XXIII. Waiver of Subrogation 1. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words you and your also refer to any organization you newly acquire or form, other than a partnership orjoint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 07 13 ©2013 Liberty Mutual Insurance,All rights reserved. Page 1 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number As2z01454734034 Issued by II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION If - LIABILITY COVERAGE is amended to add: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR -ADDITIONAL INSURED AND LOSS PAYEE A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The coverages provided under this section apply to any "leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the 'leased auto"whichever occurs first. B. For any "leased auto' that is a covered "auto" under SECTION II - LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured provision is changed to include as an "insured" the lessor of the 'leased auto". However, the lessor is an "insured" only for"bodily injury" or"property damage" resulting from the acts or omissions by: 1. You. 2. Any of your"employees"or agents; or 3. Any person, except the lessor or any "employee" or agent of the lessor, operating a 'leased auto' with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the"leased auto'for loss" to the covered 'leased auto'. 2. The insurance covers the interest of the lessor of the 'leased auto' unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto", we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E_ The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto" which you lease for a period of six months or longer for use in your business, including any"temporary substitute" of such 'leased auto". AS 84 07 07 13 ©2013 Liberty Mutual Insurance_All rights reserved_ Page 2 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, "loss" or destruction. IV. SUPPLEMENTARY PAYMENTS- INCREASED LIMITS Subparagraphs A2.a.(2) and A.2.a.(4) of SECTION II - LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including the actual loss of earnings up to$500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II - LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - LIABILITY COVERAGE for a covered "auto" is amended to add: This exclusion does not apply to"property damage" or"covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to$50 per day and to a maximum limit of$1,000. B. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. Vill. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III- PHYSICAL DAMAGE COVERAGE is amended to add: This exclusion does not apply to the accidental discharge of an airbag. AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 3 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number As2Z01454734034 Issued by IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a. of SECTION III -PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: (1) Are your property or that of a family member, and (2) Are in a covered "auto" at the time of'loss'. The most we will pay for 'loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE- SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto', our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to"loss" caused by fire or lightning. When two or more covered "autos' sustain 'loss' in the same collision, the total of all the"loss"for all the involved covered "autos' will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE- GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: No deductible applies to"loss"to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE-VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any 'loss' caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of "accident", claim, "suit" or 'loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident', claim, "suit' or"loss". Such notice must include: (1) How, when and where the"accident'or"loss"occurred: AC 84 07 07 13 ©2013 Liberty Mutual Insurance_All rights reserved. Page 4 of 11 Includes copyrighted material of Insurance Services Office, Inc.. with its permission. Policy Number As2z91454734034 Issued by (2) The"insured's" name and address, and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit"or"loss"from your agent, servant or"employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or"suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information- (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery XV. WORLDWIDE LIABILITY COVERAGE- HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to include the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or "suit" is brought against an "insured" outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or"suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such clairn or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. AC 84 07 07 13 V 2013 Liberty Mutual Insurance.All rights reserved. Page 5 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for 'loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business- 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto" with other property of like kind and quality, or b. The actual cash value of such covered "auto" at the time of the"loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total"loss". 3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B. For each covered "auto', our obligation to pay for, repair, return or replace the covered "auto' will be reduced by any deductible shown in the Declarations that applies to private passenger "autos' that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto", (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto", or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". AC 84 07 07 13 ©2013 Liberty Mutual Insurance.All rights reserved. Page 6 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number As2ZO1454734034 Issued by However, the most we will pay under this coverage is $30 per day, subject to a maximum of$900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE- BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an X' in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II - LIABILITY COVERAGE is amended as follows- 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: a. Any"auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". Z The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any "auto" owned by that individual or by any"family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any "auto" owned by that individual or by any member of his or her household; or AC 84 07 07 13 ©2013 Liberty Mutual Insurance.All rights reserved Page 7 or 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number A32z91454734034 Issued by 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred, or 2. $30 per day with a maximum of$900 in any one period. D. This coverage does not apply: 1. While there are spare or reserve "autos"available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX.NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days, or (2) The number of days specified in any other Cancellation Condition attached to this policy, or b. For reasons other than non-payment, the greater of: AC 84 07 07 13 ©2013 Liberty Mutual Insurance.All rights reserved. Page 8 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by (1) 60 days; (2) The number of days shown in the Cancellation and Non-renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limit of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss' to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the"loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor, d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of$1500 for each covered "auto". XXII. LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY- NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER, IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 9 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by A. Coverage 1. Paragraph B.7. of SECTION IV- BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or"loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV- BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible Insurance- B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such "loss"at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any"insured"who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 10 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number A82Z91454734034 Issued by Schedule Premium Liability Physical Damage Total Premium V. Fellow Employee Schedule of Employees: XVIII. Drive Other Car LIAB MP UM UIM COMP COLL Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 11 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. AS2Z91454734034 Scarsella Bros., Inc. POLICY NUMBER: COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization where the named insured has agreed by written contract to include such person or organization as a designated insured Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. * Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 Waiver of Transfer of Rights of Recovery Against Others to Us Policy Number: 1000020925 Effective Date: 0510 1/2 0 1 4 at 12:01 A.M. Named Insured: SCARSELLA BROS., INC. SCHEDULE Name Of Person Or Organization: All as required by written contract. SECTION IV. CONDITIONS, condition K. Transfer of Rights of Recovery Against Others to Us is amended to include the following: We waive any right of recovery we may have against the person or organization shown in the Schedule of this endorsement because of payments we make for injury or damage arising out of your ongoing operations or your work done under a contract with that person or organization and included in the products-completed operations hazard. This waiver applies only to the person or organization shown in the Schedule of this endorsement. All other terms and conditions of this Policy remain unchanged. XS -233 (10108) Page 1 of 2 Copyright© C.V.Starr&Company and Starr Indemnity& Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., usedwith its permission. * Starr Indemnity & Liability Company Dallas, TX 1-566-519-2522 Signed for the Company as of the Effective Date above: Charles Dangelo,�President Nehemiah E. Ginsburg, Genera ounsel XS -233 (10108) Page 2 of 2 Copyright© C.V.Starr&Company and Starr Indemnity&Liahi I ity Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc., used with its permission. * Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Other Insurance ® Primary and Noncontributory for Additional Insured Policy Number: 1000020925 Effective Date: 0510 1/20 1 4 at 12:01 A.M. Named Insured: SCARSELLA BROS., INC. This endorsement modifies insurance provided under the following: EXCESS LIABILITY POLICY FORM A. Sub-paragraph 3. of item I. Other Insurance under SECTION IV. CONDITIONS is replaced with the following: 3. Insurance held by a person(s)or organizations(s) qualifying as an additional insured in "Underlying Insurance", but only when the written contract or agreement between you and the additional insured: a. Requires a specific limit of insurance than is in excess of the Underlying Limits of Insurance; b. Requires that your insurance be primary and not contribute with that of the additional insured; and c. Executed prior to the loss. In such case as described in sub-paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts payable under this insurance. All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: Charles�angelo,�_ ,r Nehemiah E. Ginsburg, General Vounsel XS -373 (04-11) Page 1 of 1 Copyright©C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc.,used with its permission EXCESS LIABILITY POLICY FORM Various provisions in this Policy restrict coverage. Read the entire Policy carefully to determine rights, duties and what is and is not covered. Throughout this Policy, the words you and your refer to the Named Insured as shown in ITEM 1. of the Declarations. The words we, us and our refer to the Company shown in the Declaration providing this insurance. The word Insured means the Named Insured and any person or organization qualifying as an Insured in the First Underlying Insurance Policy(ies), but only to the extent to which such person(s) or organization(s) qualify as an Insured in the First Underlying Insurance Policy(ies) at the inception date of this Policy. Newly acquired or formed organizations must comply with SECTION IV. CONDITIONS, D. Changes in order to qualify for coverage. Words and phrases that appear in quotation marks have special meaning. Refer to SECTION III. DEFINITIONS, or to the specific section, of this Policy where such words appear. SECTION I. COVERAGE A. We will pay on behalf of the Insured, the "Ultimate Net Loss" in excess of the "Underlying Insurance" as shown in ITEM 5. of the Declarations, that the Insured becomes legally obligated to pay for loss or damage to which this insurance applies and that takes place in the Coverage Territory. Except for the terms, definitions, conditions and exclusions of this Policy, the coverage provided by this Policy shall follow the terms, definitions, conditions and exclusions of the applicable First Underlying Insurance Policy(ies)shown in ITEM 5.A. of the Declarations. B. Regardless of any other warranties, terms, conditions, exclusions or limitations of this Policy, if any applicable Underlying Insurance Policy(ies) does not cover "Ultimate Net Loss" for reasons other than exhaustion of its limit of liability by payment of claims or suits, then this Policy will not cover such "Ultimate Net Loss". C. The amount we will pay for the "Ultimate Net Loss" is limited as described in SECTION H. LIMITS OF INSURANCE. SECTION IL LIMITS OF INSURANCE A. The Limits of Insurance shown in the Declarations and the rules below describe the most we will pay regardless of the number of: 1. Insureds,- 2. Claims made or suits brought, or 3. Persons or organizations making claims or bringing suits. B. The Limits of Insurance of this Policy will apply as follows: 1. This Policy applies only in excess of the "Underlying Insurance" scheduled in ITEM 5, of the Declarations. 2. If our Limits of Insurance stated in ITEM 4. of the Declarations are less than the total Limits of Insurance stated in ITEM 4. of the Declarations, then our Limits of Insurance shall be that proportion of the"Ultimate Net Loss"to which our Limits of Insurance apply to the total Limits of Insurance stated in ITEM 4. of the Declarations and apply only in excess of the total Limits of "Underlying Insurance" scheduled in ITEM 5.of the Declarations. XS - 100 (10108) Page 3 of 10 Copyright(0 C.V.Starr&Coin pany and Stan-Indemnity&Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. K�NTr. Document WASHNGTON Yy CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Scarsella Bros. Inc. Vendor Number: JD Edwards Number Contract Number: This is assigned by City Clerk's Office Project Name: Kentview Sanitary Sewer Interceptor I Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: I t " skjn turerTermination Date: so working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment i Contract Manager: Ken Langholz Department: Engineering Detail: (i.e. address, location, parcel number, tax id, etc.): The project includes the installation of new sanitary sewer pipe along the Green River adjacent to Frager Road to allow the elimination of the Kentview sanitary sewer pumpe station I I _- ------ ---- ---- -- ----- S:Public\RecordsManagement\Forms\ContractCover\adcc7832 1 11/08 CITY OF KENT LINO COUNTY, WASHINGTON KENT SPECIAL PROVISIONS Kentv® I lew Sanitary Sewer Interceptor ®Prolect : 10-3003 BIDS ACCEPTED UNTIL June 24, 2014 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 i I TIMOTHY J. LAPORTE, P.E. R. 2I0 PUBLIC WORKS DIRECTOR ¢ G i a'TC�$t7j Y tiC� 440 }- {, Sj01vAL'&KENT t� i \Is7 i} WASHINGTON , it ORDER OF CONTENTS I Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Notice to Bidders Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans j Geotechnical Report and Supplemental Groundwater Data Traffic Control Plan Connection to an Existing Water Main Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through February 26, 2013 up to 10.45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: i Kentview Sanitary Sewer Interceptor Project Number: 10-3003 The project consists of installing approximately 2,486 LF of 18" PVC sanitary sewer pipe, 20 LF of 10" ductile iron sanitary sewer pipe, 250 LF of 6" PVC side sewer pipe and 10 each of 48" diameter manholes. Also included is traffic control, temporary erosion and sedimentation control, deletion of Kentview Pump Station, restoration and various appurtenances. The Engineer's estimated range for this project is approximately $900,000 - $1,300,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Merrill Vesper at (253) 856- 5517. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. I Dated this 6th day of February, 2013. BY: onald F. M re, Citye - < _.. Published in Kent Reporter on February 15, 2013 Daily Journal of Commerce on February 12 & 19, 2013 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date June 24, 2014 This statement relates to a proposed contract with the City of Kent named Kentview Sanitary Sewer Interceptor Project Number: 10-3003 I am the undersigned bidder or prospective contractor. I represent that - 1. I X 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. Scarsella Bros. Inc. NAME OF BIDDER BY: _ V.P. Si nature/Title Bob Scarsella P.O. Box 68697 Seattle, WA 98168-0697 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Kentview Sanitary Sewer Interceptor(Lan4holz 1 June 4, 2014 Project Number: 10-3003 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. S. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. Dated this 24th day June 2014. By: ..— Bob So arsella For: Scarselia Bros. Inc. Title: Vice President Date: June 24, 2014 Kentview Sanitary Sewer Interceptor/Langholz 2 Rune 4, 2014 Project Number: 10-3003 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. i 2. Monitoring to assure adherence to federal, state and local laws, policies and j guidelines. I I I Ili Kentview Sanitary Sewer InterceptorjLangholz 3 June 4, 2014 Project Number: 10-3003 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company,hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. Dated this day of 2014. By: For: Title: Date: Kentview Sanitary Sewer Interceptor(Langholz 4 June 4, 2014 Project Number: 10-3003 NOTICE TO BIDDERS Kentview Sanitary Sewer Interceptor Regarding Start of Construction Ground water monitoring wells were installed in June 2012. On June 29, 2012 the water level was above the proposed pipe elevation in portions of the project alignment. Readings on October 1, 2012 showed that the water level had dropped. Ground water levels and locations from last year are shown on the sewer plan and profile sheets in the plans. Additional groundwater levels from June 21, 2013 are shown on the revised supplemental groundwater data included in Appendix A-3 of the Kent Special Provisions Also see the Geotechnical Report in Appendix A-3. i i Kentview Sanitary Sewer Interceptorjt.angholz 5 June 4, 2014 Project Number: 10-3003 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Scarsella Bros. Inc. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No, listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*}. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Kentview Sanitary Sewer InterceptorfLangholz 6 June 4, 2014 Project Number: 10-3003 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ `j6,OM,0t0 $ q 0 0oo, 00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ I0, 060, d 0 $ WSDOT LUMP SUM Per LS 1010 2-02.5 370 Remove Existing Asphalt $ 10, 00 $ 3 -1 00,06 KSP SQ YDS Concrete Pavement Per SY 1050 2-02.5 250 Saw Cut Existing Asphalt $ l r0, 00 $ S0 0. ocl KSP LN FT Concrete Pavement Per LF 1070 2-12.5 3,800 Geotextile Fabric, Non-Woven $ P, 60 $ (0(1 C, d 0 KSP SQ YDS Per SY 1080 4-04.5 100 Crushed Surfacing Top $ 30< 0 0 $ 3 60 cy, e 0 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 390 Crushed Surfacing Base $ 30, d 0 $ 11, -7 0 0 ,d o KSP TONS Course, 1-1/4 Inch Minus Per TON ------ ----- -- — ($6.00 Min) 1095 5-04.5 100 HMA Class 1/2", PG 64-22 $ 120, 00 $ 17, 0 0 d, 0 0 KSP TONS Per TON 1125 5-04.5 10 Cold Plant Mix for Temporary $ 15'0, 00 $ jr-S-I;O, 00 KSP TONS Pavement Patch Per TON 1126 5-04.5 60 Flat Plant Mix for Temporary $ 1'?O,c7o $ 10 9-60,0O KSP TONS Pavement Patch Per TON Kentview Sanitary Sewer (nterceptor(Langholz 7 Jane 4, 2014 Project Number: 10-3003 SCHEDULEI - STKEET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1250 0'13.5 l Install New Monument, Case $ '7J�0.00 $ ~/f-/)^ O[) KSP EACH and Cover to Finished Grade Per EA 1266 8-12.5 310 Remove and Replace Wire $ / 0' OO $ '3 / 80/ 00 KSP LN FT Mesh Fence PerLF / 1267 8-12.5 190 Remove and Restore Electric $ 0^00 $ // /40' 00 KSP LN FT Fence PerLF 1270 8`12.5 510 Temporary 6/ High Chain Link $ Ll, oU $ QOq0.Uo KSP LN FT Fence PerLF 1315 8-28.5 6 Pothole Utilities $ 31/ s� 0O $ -Q/ ��-0. 00 KSP EACH Per EA 1320 8`30.5 2 Project Sign $ �1(}, OO $ // 00(}^ 00 KSP EACH Per EA 1255 1-04.4(1) 1 Minor Changes $10/000.00* $10/800.00 WSD0T CALC Per CALC *Commonall bidders 1360 2-02.5 1 Remove, Salvage and $ 3c�0`60 $ S�X^ 0o KSP LUMP SUM Reinstall Existing Private Sign PerLS � 1365 2-02.5 1 Relocate Existing Sheds $ // 000' 00 $ //0m0 () KSP LUMP SUM PerLS 1370 7-02.5 18 Culvert Pipe. 8 Inch Diameter $ a_!�' $ 49// �c ) KSP LN FT PerLF Kcou/io* Sanitary Sewer}o,axepuo,/Laonho|z G 3vn*4, 20/, Project Number: 10'3003 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 13/5 8'15.6 1/030 Quarry Spalls $ �^' 0O $ /./ /88' 00 VV6DOT TONS Per TON 1380 7-20.5 1 Maintain and Restore Existing $ q,S110'00 $ �SJ}0,0h KSP LUMP SUM Water System Pe . LS / 1385 8-28.5 70 Conduit Pipe linch Diameter $ 6' ft $ //-7/-`'OC/ VVSDOT L0 FT Schedule80 PVC PerLF 1390 8-03.5 1 Fernando Irrigation $1/25U.00* $1/250,00 KSP FORCE Per FA ACCOUNT *Common h to allb|dd 1400 8-33.5 4 Monitoring Well Abandonment $ aSO.00 $ /, 0O{>^O0 KSP EACH Per EA Sub Total 9.5 % VVA State Sales Tax $ Schedule lTotal Keowew Sanitary Sewer lo,eoepw,/Lannho/z 9 June 4, 2o/4 Project Number: 10'J0o3 SCHEDULE III - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3020 7-17.5 20 Ductile Iron Sewer Pipe, $ qe, 8s $ q i-7,0c) KSP LN FT 10 Inch Diameter Class 52 Per LF 3031 7-17.5 2,488 PVC Sewer Pipe, $ 1 1 LJ, ot{ KSP LN FT 18 Inch Diameter Per LF 3035 7-18.5 250 PVC Side Sewer Pipe, $ 1 G( "S-0 $ eE/ DS' 0o KSP LN FT 6 Inch Diameter Per LF 3060 7-05.5 9 Manhole 12 Feet to 20 Feet, $ a$ y2'a'a5,00 KSP EACH Type 148 Inch Diameter Per EA 3070 7-05.5 1 Manhole Over 20 Feet, $ `700,00 $ S '7 0 0 00 KSP EACH Type 1 48 Inch Diameter Per EA 3085 7-05.5 10 Manhole Frame and Locking $ a�?S 00 $ a BSt '0o KSP EACH Cover Per EA 3100 7-19.5 15 Sewer Cleanout $ 11 S; 00 $ 1 -7 DS,6 o WSDOT EACH Per EA 3105 7-05.5 1 Abandon Existing Catch Basin $ 5`00,(10 SO (07 0 U KSP EACH or Manhole Per EA 3106 7-08.5 2 Abandon Existing Sanitary $ 3.SV. 00 $ '7 00, o o KSP EACH Sewer Pipe Per EA 3110 2-02.5 2 Remove Existing Catch Basin $ 160' 60 $ 1,,5 m o C3 KSP EACH or Manhole Per EA Kentview Sanitary Sewer InterceptorjLangholz 10 Arne 4, 2014 Project Number: 10-3003 '... SCHEDULE III - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL O NO. QUANTITY PRICE AMOUNT 3111 2-02.5 205 Remove Existing Sanitary $ /()/ OO $ 00��O.00 KSP LN FT Sewer Pipe PerLF 3115 2-09.5 48,000 Shoring orExtra Excavation/ $ . 0 $ /'/ //0�, 0p VV5DOT S0FT Class Per SF ' � 3120 708S S�O Foundation � 0� `� - � ` -�-~ '7 So,8(] K5P TONS Per TON / 3135 7-08.5 3/100 Pipe Zone Bedding $ a<--,00 ,7/7 0' 0 [) K5P TONS Per TON 3146 7-08.5 14/000 Sand for Trench Backfil| $ Q,{l() $ ��() O8, ()8 K5P TONS Per TON ' 3150 4-03.5 2/500 Gravel Borrow, Including Haul $ Q �7} $ -S-0.C)V KSP TONS and Compaction Per TON 3185 7-05.5 2 Connection tuExisting $ //C-k0^OC> $ 31 .3P0, O0 KSP EACH Manhole Per EA � 3190 7-08.5 1 0evvaieriUg $50'000.00* $50/000.88 � K5P FORCE Per FA ACCOUNT *Common Sub Total 9.5 % VVA State Sales Tax $ e Schedule III Total � xeowiew Sanitary Sewer z^teneptor/1-aoghvu 11 June 4, zoz4 Project Number: zo'300J SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 720 Traffic Control Labor $ LA,,V�S- $33,L1qV, 06 KSP HOURS Per HR 5010 1-10.5 120 Construction Signs Class A $ a0, 00 a, yoo,00 WSDOT SQ FT Per SF 5015 1-10.5 200 Traffic Control Supervisor $ S-0, 00 $ l0D06,00 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ $ /, 000, 0 0 KSP LUMP SUM Devices Per LS 5030 1-10.5 20 Portable Changeable Message $ /.5-0,00 $ 3, 000, 00 KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 15 Sequential Arrow Sign (SAS) $ �O,0 0 $ '7,S-0, o o KSP DAYS Per DAY 5100 8-22.5 20 White Edge Line Paint Stripe $ 10, 00 $ Q60, 00 KSP LN FT Per LF Sub Total -79 0 0 9.5 % WA State Sales Tax $ V£ gaS. (3 Schedule V Total Kentview Sanitary Sewer Interceptor/Langholz 12 June 4, 2014 Project Number: 10-3003 SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL O NO. 7000 8'01.5 4 Seeding, Fertilizing, and $ Qf580'00 $ '1()/ 800, 00 KSP ACRE Mulching Per AC 7005 8-01.5 680 Filter Fabric Fence $ «7 00 $ 3180C], 0O KSP LN FT PerLF 7010 8`01.5 170 Wattle $ �� (l0 VV5DQT LN FT PerLF 7013 8-81.5 12 Inlet Protection $ /QS—'00 $ //SD0,0U KSP EACH Per EA 7020 8-01.5 20/000 Straw Mulch Hand Applied $ ^3s $ 1,800 ' DD K5P SOYD3 PerSY 7025 8'01�5 800 Clear Plastic Covering t L1, () O $ Q0 (9 . 00 K5P SOYD3 Per6Y ' 7030 8`0I.5 125 FSC [Cad $ /^ (50 $ 0O KSP HOURS P8rHK 7033 8-01.5 1 EnJSiOn/VV8terP8UUU0n $12'000.00* $12,080.00 VVSD(}T FORCE Control Per FA ACCOUNT *Common price to all bidders 7080 1'07.15.(1) 1 Spill Prevention, Control and $ //'9)()' 0U $ /' 0 VVSDOT LUMP SUM Countermeasures Plan PerLS 7005 8-01.5 4/800 High Visibility Fence $ ;;�' 80 $ VVSD0T LN FT PerLF Keo,v|ow Sanitary Sewer lnteoepoor/Loouho|z 13 June 4, zu1^ -SCHEDULE V]l - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7090 8-01.5 150 Street Cleaning $ '-�f�-Af; $ ~ O VVSD0T HOURS PerHR Sub Total $ 9.5 % VVA State Sales Tax $ , SchedulcVlITotal $ xeotvipw Sanitary Sewer lotenrP,or/Lavyhv|z 14 June 4, uo/f Project Number; zo'zo0» SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 280 Topsoil Type A $ 3O,do $ V,400, 00 KSP CU YDS Per CY 8010 8-02.5 110 Sod Installation $ 10. 00 $ f, ( Od . o O WSDOT SQ YDS Per SY 8015 8-02.5 145 Bark or Wood Chip Mulch $ 3, ;_00 $ S, o ?.S 00 WSDOT CU YDS Per CY Sub Total $ 1L4 57S. © 0 9.5 % WA State Sales Tax $ / 3 ''Ct. (n 3 Schedule VIII Total Kentview Sanitary Sewer InterceptorJLangholz 15 3une 4, 2014 Project Number: 10-3003 DID SUMMARY Schedule I aI 3. 7 '7 -7. V-0 Schedule III Schedule V Schedule VII g ac,, � Schedule VIII (o TOTAL BID AMOUNT Kentview Sanitary Sewer InterceptorJLangholz 16 June 4, 2014 Project Number: 10-3003 ',. CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name; Kentview Sanitary Sewer Interceptor Project Number: 10-3003 Subcontractor Name t j © 0,�C— {Pk6Q OS F h Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers / WCONTRACTOR'S SIGNATURE Bob arsella,VP Kentview Sanitary Sewer Interceptor/Langholz 17 June 4, 2014 Project Number: 10-3003 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Scarsella Bros. Inc. Project Name: Kentview Sanitary Sewer Interceptor Project Number: 10-3003 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: 060c-_ P6ce)F'as a) Plumbing Subcontractor Name: t SE/7 Electrical Subcontractor Name: L C7/�_, ( C. r_. June 24 2014 Sig ature of Bidder Bob Scarsella,VP Date Kentvlew Sanitary Sewer Interceptor/Larmholz 18 June 4, 2014 Project Number; 10-3003 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Kentview Sanitary Sewer Interceptor/Langholz 19 June 4, 2014 Project Number: 10-3003 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Scarsella Bros, Inc. NAME: Bob Scarsella, V.P. ADDRESS: P.O. Box 68697 Seattle WA 98168-0697 PRINCIPAL OFFICE: Scarsella Bros, Inc. ADDRESS: P.O. Box 68697 Seattle, WA 98168-0697 PHONE: 253-872-7173 FAX: 253-395-1209 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Attached 1.2 Provide your current state unified business identifier number. 578-035-242 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Master License Attached Employment Security No. 219,514-00-1 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Attached Kentview Sanitary Sewer Interceptor/Langholz 20 June 4, 2014 Project Number: 10-3003 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 69 years 2.2 How many years has your organization been in business under its present business name? 56 years 2.2.1 Under what other or former names has your organization operated? Scarsella Bros. 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 6110158 2.3.2 State of incorporation: Washington 2.3.3 President's name: Frank Scarsella 2.3.4 Vice-president's name(s): A. Don Scarsella, Bob Scarsella, Gino Scarsella, 2.3.5 Secretary's name: A. Don Scarsella Rick Scarsella 2.3.6 Treasurer's name: Frank Scarsella 2.4 If your organization is a partnership, answer the following: NIA 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: NIA 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: NIA 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Washington State: SCARSBI183B8 City of ent: BLC-88 9640 3.2 List Iuris fictions In w ich your organization's partnership or trade name is filed. NIA 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Clearinglgrubbing, grading, drainage, sewer, water, bridge work 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No Kentview Sanitary Sewer Interceptor/Langholz 21 June 4, 2014 Project Number: 10-3003 ',. 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See attached 4.4.1 State total worth of work in progress and under contract: $554,345,587 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See attached 4.5.1 State average annual amount of construction work performed during the past five years: $100 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See attached 4.7 On a separate sheet, list your major equipment. See attached S. REFERENCES 5.1 Trade References: NC Machinery, Mack Truck Bank of America, Jason Brantley, 206-358-3040 5.2 Bank References: 800- 5th Ave., 36th Floor, Seattle, WA 98104 5.3 Surety: 5.3.1 Name of bonding company: Liberty Mutual insurance Company 5.3.2 Name and address of agent: Propel Insurance, Jim Binder, 206-948-3819 925 Fourth Ave., Ste. 3200 6. FINANCING Seattle, WA 98104.1159 6.1 Financial Statement. Will be submitted upon award of contract. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. Kentview Sanitary Sewer InterceptorlLangho)z 22 June 4, 2014 Project Number: 10-3003 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital - stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this _ 24th day of June 2014. Name of Organ izatio _ Sca a os. I By: Bob arse la Title: Vie President 7.2 Bob Scarsella being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. � 1 � re®�®�� Subscribed and sworn before me this 24th day of � 014. ; 1 Notary AforAft My C mmission Expires: 918t143t ®� 50 WAS Kentview Sanitary Sewer InterceptorfLangholz 23 June 4, 2014 Project Number: 10-3003 Department of Labor and Industries PO Box 44450 SCA2SELLA BROS INC Olympia,WA 98504-4450 .Reg: CC SCARSBI183B8 VBl: 578-035-242 Registered as provided by Law as: Constiuctian Contractor (CC01) - GENERAL SCARSELLA BROS INC Effective Date: 1/28/1982 P O SOX 68697 Expiration Date:5/7/201.5 SEATTLE WA 981680697 k : I r BUSINESS LICENSE � .. t � 1 I1 STATE OF WASHINGION }+. Unified Business ID #: 578 035 242 �'' It Domestic Profit Corporation Business ID #: 1 f{a Location: 1 t'I Expires: 10-31-2014 i SCARSELLA BROS, INC. 8404 S 196TH ST KENT WA 98031 } TAX REGISTRATION INDUSTRIAL INSURANCE d UNEMPLOYMENT INSURANCE d„ CITY LICENSES/REGISTRATIONS: OLYMPIA GENERAL BUSINESS 1; LICENSING RESTRICTIONS: f•!k' Not licensed to hire minors without a Minor Work Permit. „y yv: 2t�i �IEgt U �d fv 2;•}� Ri �ri! It j ;, r; This document lists the registrations, endorsements, and licenses authorized for the business ;-A named above.By accepting this document,the licensee certifies the information on the application - tf It,] was complete,true and accurate to the best of his or her knowledge and that bU541e5S will be •� ector, of uevenne w� conducted in compliance with all applicable Washington state,county and city regulations. Depsrnueni .- -.—. .ry ... .<. -. v V ee.r� p +rn w �� . as ?v£�•y. .� � ry e xan +{ry ss rvv Heavy-Highway Construction An Equal 1 Opportunity e >. n eau>,'` •� �„ ' Employer June 24, 2014 1. STATUATORY REQUIREMENTS 1.4 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.05(3) in the past three (3) years. Should you have any questions or concerns,please feel free to call. Sincerely, Bob Scarsella Vice President i P.O.Box 68697 Seattle,Washington 98168-0697 • Tel: (253) 872.7173 Fax: (253) 395.1209 AK Lic. #34714 AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lie. #10394-Unlhnited-l-2 MT Lic.#146627 • ND Lic-#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 WA Lic.#SCARSBI183B8 }Y { Heavy-Highway (° Construction �` An Equal camq� l ® 1 r:` opportunity � e �€�Xx Employer { 1. AS OF JUNE 2014 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE Upper Carlson Floodplain Restoration $1,932,782.00 11/14 06/16/14 Contract No. 89214 King County,201 S.Jackson St., Ste.600, Seattle,WA 98104 Will Mansfield, P.E.,206-477-4817,will.mansfield@kingcounty.gov Type of Work: Floodplain Restoration(Prime),Percent Complete 0%,Estimated Cost of Prime Work 70% William R. Fairchild Int'I Airport GA Development-Access Rd Impr. $915,435.89 10/14 06/09/14 Contract No. 35300 Port of Port Angeles,P.O.Box 1350,Port Angeles,WA 98362 Consultant: WH Pacific, Inc.,David Williams,425-951-4876,dilliams@whpacific.com Type of Work: Taxiway Site Work(Prime), Percent Complete 0%,Estimated Cost of Prime Work 50% WW5 Re-Regulation Reservoir: Embankment Const.&Mass Exc. $8,396,600.00 11/14 06/02/14 Contract No.209407 Roza Irrigation District,P.O.Box 810, Surmyside,WA 98944 Wayne Sdnnichsen,509-837-5141,wsonnichsen@roza.org Type of Work: Mass Excavation(Prime),Percent Complete 0%,Estimated Cost of Prime Work 100% Jack and Bore $52,064.90 06/14 06/02/14 Contract No. 13597 Town of Lind,P.O.Box F, Lind,WA 99341 Joseph Pessutti,509-998-6650,jpessutti@hughes.net Type of Work: Install 16"Steel Casing&8"DI Pipe(Prime),Percent Complete 0%,Estimated Cost of Prime Work 65% Potter Rd. S.Fork Nooksack River Bridge#148 Replacement $6,389,307.80 07/16 05/12/14 Contract No.998027 Whatcom County,322 N.Commercial St.,Ste,301,Bellingham,WA 98225 Doug Burghart, P.E., 360-715-7450, dburghar@co.whatcom.com.wa.us Type of Work: Bridge Replacement(Prime),Percent Complete 0%,Estimated Cost of Prime Work 40% Grading&Drainage FFO-US20 PME:UPRR-Eddyville(Ph.3) Corvallis-Newport Hwy. $40,895,895.95 03/16 05/05/14 Contract No. 14670 Oregon DOT, 3700 SW Philomath Blvd.,Corvallis,OR 97333 Steve Schultz,P.M.,541-757-4104, steven.schultz@odot.state.or.us Type of Work: Highway(Prime), Percent Complete 5%, Estimated Cost of Prime Work 40% Parks Highway Connection Machen Rd.Ext. $2,928,928.28 10/14 04/28/14 Contract No. 14118 Matanuska-Susitna Borough,350 E. Dahlia Ave.,Palmer,Alaska 99645 Michael Campfield,907-745-9811,mcampfield@matsugov:us Type of Work: Highway(Prime),Percent Complete 03%,Estimated Cost of Prime Work 50% i P.O.Box 68697 - Seattle,Washington 98168-0697 ^ Tel: (253) 872.7173 o Fax: (253)395-1209 AK Lie.#34714 e AZ Lic. #ROC249216 ^ CA Lie. #779354 • ID Lie. #10394-Unlimited-1-2 MT Lie.#146627 - ND Lie.#44607 ® OR Lie.#96884 e UT Lie.#7646917-5551 • WA Lie.#SCARSBI183B8 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE SR6, Rock Creek Bridges-Replace Bridges 6/102&6/103 $11,612,612.12 09/15 04/23/14 Contract No. 8572 WSDOT, 1411 Rush Rd.,Chehalis,WA 98532-8721 Colin Newell,P.E.,(360)740-8600,newelle@wsdot.wa.gov Type of Work: Highway/Bridge(Prime), Percent Complete 05%,Estimated Cost of Prime Work 40% 2013 Federal Way Downtown Sewer Trunk Upgrade-Ph. 1 $1,435,916.23 05/14 02/10/14 Contract No. 131170 Lakehaven Utility District,P.O.Box 4249,Federal Way,WA 98063 Tim Osborne,District PM,253-945-1582,tosbome@lakehaven.org Type of Work: Sewer Main Installation(Prime),Percent Complete 49%,Estimated Cost of Prime Work 75% Sonoma Villero Drainage Improvements $658,023.83 07/14 05/27/14 Contract No. 3802.001 Sonoma Villero Homeowners Association, 11211 Slater Ave.NE,Ste. 150,Kirkland,WA 98033 Michael Allen,206-321-9184, coachmallen@gmail.com Type of Work: Drainage Improvements(Prime),Percent Complete 0%,Estimated Cost of Prime Work 100% South Big Lake Road Realignment $5,308,558.05 08/15 10/10/13 Contract No. 14032 Matanuska-Susitna Borough,350 E. Dahlia Ave.,Palmer,Alaska 99645 Michael Campfield,907-745-9811,mcampfield@matsugov.us Type of Work: Highway(Prime),Percent Complete 10%,Estimated Cost of Prime Work 60% South of Laurel-RR Overpass $9,876,543.21 07/14 09/30/13 Contract No. 3813 Montana DOT,P.O.Box 201001,Helena,MT 59620-1001 Suzy Price,406-444-6215,suprice@mt.gov Type of Work: Highway(Prime),Percent Complete 28%,Estimated Cost of Prime Work 40% Sand to Lind Double Track Project $2,419,083.12 06/14 09/16/13 Contract No.4950 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite 2D,Seattle,WA 98134 Don Omsberg,206-625-6264,donald.omsberg@bnsf.com Type of Work: Site Work(Prime),Percent Complete 84%,Estimated Cost of Prime Work 60% Cunningham to MP 101.3 Double Track Project $2,398,766.16 06/14 09/16/13 Contract No.4951 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D,Seattle,WA 98134 Don Omsberg,206-625-6264,donald.omsberg@bnsf.com Type of Work: Site Work(Prime),Percent Complete 96%,Estimated Cost of Prime Work 60% West of Richey—West $9,747,747.47 05/14 08/12/13 Contract No. 13513 Montana DOT,P.O.Box 201001,Helena,MT 59620-1001 Suzy Price,406-444-6215,suprice@mt.gov Type of Work: Highway(Prime),Percent Complete 36%,Estimated Cost of Prime Work 75% 2 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE Mellen St. to Blakeslee Junction Stage 2 $48,221,444.44 08/16 08/05/13 Contract No. 8473 WSDOT, 1411 Rush Rd.,Chehalis, WA 98532-8721 Colin Newell,P.E., 360-740-8600,newellc@wsdot.wa.gov Type of Work: Highway/Bridge(Prime), Percent Complete 36%,Estimated Cost of Prime Work 40% Deer Park/US 101 Intersection Improvement $4,791,607.30 08/14 08/05/13 Contract No. 1202 Clallam County,223 E. Fourth St., Ste. 6,Port Angeles,WA 98362 Joe Donisi, PE, 360-417-2404,jdonisi@co.clallum.wa.us Type of Work: Highway(Prime),Percent Complete 39%,Estimated Cost of Prime Work 40% Lauridsen Boulevard Bridge Replacement $4,496,379.61 01/14 07/29/13 Contract No.4299 City of Port Angeles, P.O.Box 1150,Port Angeles,WA 98362-0217 Jim Mahlum,P.E.,360-417-4701,jmahlum@cityofpa.us Type of Work: Highway/Bridge(Prime),Percent Complete 99%,Estimated Cost of Prime Work 40% SE of Dupuyer—SE $6,771,275.65 11/13 04/08/13 Contract No. 12812 Montana Department of Transportation,P.O.Box 201001,Helena,MT 59620-1001 Mike Klette, P.E.,406-278-7078,mklette@mt.gov Type of Work: Highway(Prime),Percent Complete 73%,Estimated Cost of Prime Work 65% Coal Creek Culvert Replacement $3,376,569.65 9/14 04/08/13 Contract No. 13016 City of Bellevue Utilities,P.O.Box 90012,Bellevue,WA 98009-9012 Chris Brookes 425-452-6825,CBrookes@bellevuewa.gov Type of Work: Culvert Replacement(Prime),Percent Complete 44%,Estimated Cost of Prime Work 60% Kent/Auburn Conveyance System Improvements $4,088,777.66 09/14 03/18/13 Contract No.42009 King County,201 S. Jackson St.,Rm. 508,MS: KSC-NR-0508, Seattle,WA 98104-3855 Sue Hildreth, Capital Project Manager III,(206)684-I101,susan.hildreth@kingcounty.gov Type of Work: Pipeline(Prime),Percent Complete 95%,Estimated Cost of Prime Work 75% Shore Rd. to Kitchen-Dick Rd Widening $27,069,690.00 01/16 01/07/13 Contract No. 8376 WSDOT, 1707 South C Street,Port Angeles,WA 98363-7456 Jerry Moore,P.E., 360-565-0620,mooreje@wsdot.wa.gov Type of Work: Highway(Prime),Percent Complete 59%,Estimated Cost of Prime Work 35% Smith Creek&North River Replace Bridges $15,345,188.11 02/14 10/17/12 Contract No. 8345 WSDOT,2400 Talley Way,Kelso, WA 98626 Lori Figone, P.E., 360-442-1370, figonel@wsdot.wa.gov Type of Work: Highway(Prime),Percent Complete 90%,Estimated Cost of Prime Work 40% 3 ESTIMATED START CONSTRUCTION PROJECTS IN PROGRESS CONTRACT AMOUNT COMPLETION DATE DATE I-405,NE 6`h St. to 1-5 Widening& Express Toll Lanes $14,865,476.68 06/14 07/16/12 Contract No. 3800 WSDOT,P.O. Box 47354,Olympia,WA 98504-7354 Billy Gaynor, (Flatrron-Prime Contractor)760-916-9100,bgaynor@flatironcorp.com Type of Work: Highway(Subcontractor to Flatiron), Percent Complete 58% Trunk Road Reconstruction, Phase II $13,969,176.40 08/14 04/23/12 Contract No. 51132 Alaska Department of Transportation,P.O.Box 196900,Anchorage,Alaska,99519-6900 John Waisanen,P.E., 907-244-4511,john.waisanen@alaska.gov Type of Work: Highway(Prime),Percent Complete 91%,Estimated Cost of Prime Work 60% US 95,Garwood to Sagle,Athol Interchange $21,071,845.88 02/13 09/12/11 Contract No.7589 Idaho Transportation Department,District 1,600 W Prairie Ave.,Coeur d'Alene,ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Percent Complete 52%,Estimated Cost of Prime Work 50% US 95,Garwood to Sagle,Chilco Stg&US-95 Garwood $36,269,369.00 08/13 08/01/11 to Sagle Silverwood Stg. Contract No.7584 Idaho Transportation Department,District 1, 600 W Prairie Ave.,Coeur d'Alene, ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Percent Complete 96%,Estimated Cost of Prime Work 40% Snohomish River Bridge to US 2 Vic-Widening&Safety $73,278,300.00 10/14 06/27/11 Contract No. 8128 WSDOT,9029 El Capitan Way,Everett, WA 98208-3637 Mary Ann Reddell, P.E.,425-225-8725,reddema@wsdot.wa.gov Type of Work: Highway&Bridge Work(Prime),Percent Complete 87%,Estimated Cost of Prime Work 40% 4 SUBSTANTIALLY SUBSTANTIAL START COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE DATE Reddington Levee Setback $7,279,229.65 11/13 06/10/13 Contract No. 81713 King County,401 Fifth Ave.,CNK-ES-0340, Seattle, WA 98104 Mark Hoge,206-263-9325,mark.hoge@kingcounty.gov Type of Work: Levee Improvements(Prime),Percent Complete 98%,Estimated Cost of Prime Work 80% NE Novelty Hill Rd.,Phase I $17,622,573.20 10/13 03/28/11 Contract No. 52510 King County,401 Fifth Ave.3rd Floor,Chinook Bldg., Seattle,WA 98104 Victor Daggs,206-205-5231,victor.daggs@kingcounty.gov Type of Work: Highway(Prime),Percent Complete 98%,Estimated Cost of Prime Work 50% 5 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Middle Nemah River Bridge,Replace Bridge $1,095,56E25 04/14 06/03/13 Contract No. 8344 WSDOT,2400 Talley Way,Kelso,WA 98626 Contact: Denys Tak,360-442-1341,takdeny@wsdot.wa.gov Type of Work: Site Work,(Subcontractor to SB Structures,LLC) SR105 Heather Rd&USI01 0.5 Miles N or Raymond-Cult'Rehab $335,250.50 03/14 09/30/13 Contract No. 8515 WSDOT,2400 Talley Way, Kelso, WA 98626 Lori Figone, P.E.,360-442-1370,figonel@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% BP/OPL Coal Creek Culvert Replacement $67,000.00 11/13 09/16/13 Contract No. 1761 Owner:BP/Olympic Pipe Line Company Prime: Snelson Co.,601 W. State St, Sedro Woolley,WA 98284,Contact:Dave Walker,360-661-3535, dwalker@snelsonco.com Type of Work:Traffic Control,(Subcontractor to Snelson Companies) Custom Plywood Site-Ph.lE Interim Remedial Action $1,572,035.00 11/13 07/15/13 Contract No. 1300198 Washington State Dept.of Ecology,P,O.Box 47600,Olympia,WA 98504-7600 Prime Contractor: Orion Marine Group, 1112 E.Alexander Ave.,Tacoma,WA 98421 Stuart Moore,253-552-1140,smoore@orionmarinegroup.com Type of Work: Excavate/Load/Fumish/Plaee Material(Subcontractor to Orion Marine Group) Alder Canyon Slide Emergency Slope Stabilization $507,509.09 10/13 07/08/13 Contract No. 8474 WSDOT,6610 16'St.E., Ste.A,Fife,WA 98424 Jon Deffenbacher,253-365-6700,deffenj@wsdot.wa.gov Type of Work: Emergency Slope Stabilization(Prime),Estimated Cost of Prime Work 40% Totem Lake Twin 42"Culvert Replacement $2,419,552.52 10/13 05/13/13 Contract No.213 City of Kirkland, 123 Fifth Ave.,Kirkland,WA 98033 Noel Hupprich,P.E.425-587-3829,Nhupprich@kirklandwa.gov Type of Work: Culvert Replacement(Prime),Estimated Cost of Prime Work 40% US-30, S Main St to Jet SH-34, Soda Springs $724,693.95 07/13 05113113 Contract No. 7715 Idaho Transportation Dept.,3311 W. State St.,Boise,ID 83703 Tom Cole 208-239-3377,tom.cole@itd.idaho.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 30% M Street SE Grade Separation $11,221,632.00 07/13 02/21/12 Contract No. 1101 City of Auburn,25 West Main St,Auburn,WA 98001-4998 Ryan Vondrak,P.E.,253-931-3086, rvondrak@auburnwa.com Type of Work: Grade Separation/Bridge Underpass(Prime),Estimated Cost of Prime Work 50% 6 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Cashmere Mill Site Remediation $735,346.22 06/13 03/18/13 Contract No.208020 Port of Chelan County,238 Old Station Rd.,Ste.A,Wenatchee,WA 98801 Laura Jaecks,509-661-3118,Laura@ccpd.com Type of Work: Site Remediation(Prime),Estimated Cost of Prime Work 80% Well 1 Transmission Main $1,576,369.33 05/13 10/10/12 Contract No. 1204 City ofAubum,25 West Main St.,Auburn,WA 98001-4998 Robert E. Lee III,253-804-5071,rlee@auburnwa.gov Type of Work: Water Transmission Main(Prime),Estimated Cost of Prime Work 70% McAllister Transmission Main $3,150,176.86 05/13 10/01/12 Contract No. 37 City of Olympia,P.O.Box 1967,Olympia, WA 98507-1967 Tim Richardson,P.E.,360-753-8749,trichard@ci.olpia.wa,us Type of Work: Welded Steel Water Transmission Main(Prime),Estimated Cost of Prime Work 60% Grading&Drainage FFO-US20 PME:UPRR-Eddyville Corvallis-Newport Hwy. $7,545,029.00 04/13 06/29/12 Contract No. 14473 Oregon DOT,3700 SW Philomath Blvd.,Corvallis,OR 97333 Brady Pauls, 541-757-4178,brady.a.pauls@odot.state.or.us Type of Work: Highway(Prime),Estimated Cost of Prime Work 45% Wahkiakum County Run-Off Rd&Intersection Safety $45,507.80 03/13 01/07/13 Contract No.42011 Wahiakum County,P.O. Box 97,Cathlamet, WA 98612 Carl Stewart,(Frank Gurney,Inc.-Prime Contractor)509-535-3069, Type of Work: Site Work(Subcontractor to Frank Gurney,Inc.) Ferrum to Wister,CA on Railroad's Yuma Subdivision $27,391,918.50 02/13 04/04/11 Contract No,47637 Union Pacific Railroad Company,631 S. 7'"St.,Phoenix,AZ 85034 Danny King,971-404-6022,dkin jp_com Type of Work:Grading/Subballast for 22 Miles of New Main Track(Prime),Estimated Cost of Prime Work 75% SR 410, White River Bridge-Bridge Scour $217,237.00 01/13 07/06/11 Contract No. 8087 WSDOT, 11203 Bridgeport Way SW,Lakewood, WA 98499 Jon Deffenbacher, PE,253-589-6100, deffenj@wsdot.wa.gov Type of Work: Bridge Scour(Prime),Estimated Cost of Prime Work 70% Region 2 (PME)Rock Production $3,537,470.00 12/12 10/17/12 Contract No. 30512 3700 SW Philomath Rd,Corvalis,OR 97333 Gene Wilborn,PE,541-757-4156,gene.wilborn@odot.state.or.us Type of Work: Rock Production(Prime),Estimated Cost of Prime Work 70% Siding Extension at Senter,Idaho,Nampa Subdivision $833,605.00 12/12 09/17/12 Contract No. 53265 UPRR, 280 S.400 W.,Suite 250,Salt Lake City,UT 84101 Erin E. Cully,502-320-8547,eeenlly@up.com Type of Work: Siding Extension (Prime),Estimated Cost of Prime Work 90% 7 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Thunder Hills Creek Mitigation Fish Barrier Retrofit $3,164,254.80 11/12 07/02/12 Contract No. 8260 WSDOT, 600 108"Ave.NE, Suite 405,Bellevue, WA 98004-5101 Gil McNabb,P.E. 425-456-8643,mcnabbg@wsdot.wa.gov Type of Work: Fish Barrier Retrofit(Prime), Estimated Cost of Prime Work 80% Runway 10-28 Crown Conversion&Longitudinal Gradient Adj. $8,562,798.25 11/12 07/02/12 Contract No. 1028 Port of Skagit, 15400 Airport Dr., Burlington, WA 98233 Matt Cavanaugh,P.E.,(Consultant-Precision Approach Engineering)425-417-5010,mcavanaugh@preappine.com Type of Work: Airport Site Work(Prime),Estimated Cost of Prime Work 35% Frontage Rd. Jet. SH-53 to Chilco $3,405,405.00 11/12 06/15/12 Contract No. 7601 Idaho Transportation Dept.,District 1,600 W Prairie Ave.,Coeur d'Alene,ID 83815 Marvin Fenn,P.E.,209-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% SR 522,US 2 Interchange Flyover Ramp $16,054,975.00 10/12 07/06/10 Contract No.7938 WSDOT,9029 El Capitan Way,Everett,WA 98208-3637 Amir Ahmadi,P.E.,425-225-8700, ahmadia@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% Grapeview Loop Road $3,590,214.00 10/12 04/30/12 Contract No. 1379 Mason County Dept.of Public Works, 100 W.Public Works Dr., Shelton,WA 98584 Melissa McFadden,P.E.,360-427-9670,Ext.452,melissam@co.mason.wa.us Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% Port of Tacoma Rd to King Co Line Floodplain Mitigation Site $478,358.90 09/12 08/13/12 Contract No. 8325 WSDOT,6610 16"St.E.,Ste.B,Fife,WA 98424-1568 MaryLou Nebergall,P.E.,253-365-6750,nebergm@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 60% Parks Road Reconstruction—Schedule 1 $440,358.00 09/12 06/25/12 Contract No.2012.02 Lakes Highway District, 11341 N.Ramsey Rd.,Hayden, ID 83835 Eric Shanley, P.E.,208-772-7527,eric@lakeshighwaydistrict.com Type of Work: Highway(Prime),Estimated Cost of Prime Work 100% Siding Extension at Wapi,Idaho $737,740.15 09/12 05/14/12 Contract No. 50720 UPRR, 280 S.400 W., Suite 250, Salt Lake City,UT 84101 Erin E.Cully, 502-320-8547,eecully@up.com Type of Work: Siding Extension(Prime),Estimated Cost of Prime Work 90% Hawks Prairie Park&Ride Facility Construction $2,912,912.00 09/12 04/09/12 Contract No. 1203 Intercity Transit, P.O.Box 659,Olympia, WA 98507-0659 Robert Holcomb,P.E. (Consultant-KPFF Engineers)360-292-7230,bob.holcomb@kpffcom Type of Work: Site Work(Prime),Estimated Cost of Prime Work 50% COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Site Preparation& Water System Extension $1,794,058,01 08/12 04/16/12 Contract No. 1201 City of Palmer,231 W.Evergreen Ave.,Palmer,AK 99645 Tom Cohenour,Public Works Director 907-745-3271,teohenonr@palmerak.org Type of Work: Site Prep.& Water Sys.Ext.(Prime), Estimated Cost of Prime Work 90% Construct Roadbed for Switching Lead in the Pocatello Subdivision $995,997.20 08/12 10/O1/11 Contract No.49143 Union Pacific Railroad Company,5424 SE McLoughlin Blvd.,Portland,OR 97202 Ken Bobert, 503-702-6973,kabobert@up.com Type of Work: Site Work(Prime),Estimated Cost of Prime Work 95% Portneuf River Bridges $21,774,520.00 08/12 05/04/09 Contract No.7217 Idaho Transportation Department,P.O.Box 4700,Pocatello,ID 83205-4700 Joe Pihlaja,P.E.,208-239-3337,joe.pihlaja@itd.idaho.gov Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 40% I-5,Portland Avenue to Port of Tacoma Rd-NV HOV Stage 1 $16,668,061.00 07/12 07/07/10 Contract No.7946 WSDOT,7912 Martin Way, Suite E,Lacey,WA 98516-5703 Neal Uhlmeyer,P.E., 360-412-3421,uhlmeyn@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 55% Southcenter Parkway Extension $16,906,318.00 07/12 07/01/10 Contract No.2508 City of Tukwila,6200 Southcenter Pkwy.,Tukwila,WA 98188 Bob Giberson,Public Works Director,206-433-0179,publicworks@tukwilawa.gov Type of Work: Road Construction(Prime)Estimated Cost of Prime Work 50% Sultan Basin Road Phase III $1,578,329.00 06/12 08/01/11 Contract No.6824 City of Sultan,319 Main St.,#200, Sultan,WA 98294 Sam Richard(Consultant-WH Pacific)425-951-4860,srichard@whpacific.com Type of Work: Highway(Prime),Estimated Cost of Prime Work 60% Sylvester Road Bridge#1052A $196,320.00 06/12 07/13/11 Contract No. C00617CII King County,201 S.Jackson St.,Room 700,Seattle, WA 98104 Jeff McCarthy,206-423-1086,jeff.mccartby@kingeounty.gov Type of Work: Site Work(Subcontractor to SB Structures LLC) Chilco West Waterline Extension Project $284,051.00 06/12 04/23/12 Contract No.41070 North Kootenai Water District, 1841 W.Hayden Ave., Hayden,ID 83835 Mike Galante,208-772-3619,mikeg@nkwsd.com Type of Work: Waterline Extension (Prime),Estimated Cost of Prime Work 90% Four Corners Commons Excavation 2012 $1,280,903.00 06/12 04/16/12 Contract No.2012.01 CIRI Land Development Co.,2525"C"St.,Anchorage,AK 99503 William Prosser, Project Manager 907-240-8015,wprosser@mtoonline.net mtaonline.net Type of Work: Earthwork Improvements(Prime),Estimated Cost of Prime Work 95% 9 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Topaz Bridge N/S $6,012,637.00 06/12 05/04/09 Contract No. 7223 Idaho Transportation Department,P.O. Box 4700, Pocatello,ID 83205-4700 Joe PihJaja,P.E.,208-239-3337,joe.pihlaja@itd.idaho.gov Type of Work: Earthwork,Drainage &Wall Construction(Subcontractor to Idaho Construction Co., Inc.) Peola Road Reconstruction MP 1.57 to MP 7.84 $3,957,244.00 05/12 05/31/11 Contract No.3654 Garfield County,P.O. Box 160,Pomeroy, WA 99347 Kevin Poole(Consultant,Riedesel Engineer),208-743-3818,kpoole@riedeseleng.com Type of Work:highway(Prime),Estimated Cost of Prime Work 60% Vancouver Bypass Seg, IOb,Sewer Line Relocation $491,147.00 04/12 05/23/11 Contract No. 1401 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite 2D,Seattle,WA 98134 Mike Powrie 206-625-6144,miebael.powrie@bnsf.com Type of Work: Utility Work(Prime),Estimated Cast of Prime Work 90% Ritchie Bros., Inc.New Check-In and Auction Building $4,662,311.00 04/12 05/16/11 Contract No.2159 Mountain Construction(Prime Contractor),7457 So.Madison St.,Tacoma, WA 98409 Jeff Stroud,253-284-0402,jell@mountainconst.com Type of Work: Site Work(Subcontractor to Mountain Construction) Apple Tree Crossover-Vancouver Bypass $522,645.00 04/12 02/13/12 Contract No.2328 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Mike Powrie 206-625-6144,michael.powrie@bns£com Type of Work: Site Work(Prime),Estimated Cost of Prime Work 70% So. Kingston Rd.NE-Carpenter Creek Bridge @ MP 3.70 $605,923.00 02/12 06/20/11 Contract No. 1573 Kitsap County,614 Division St., MS26,Port Orchard,WA 98366-4699 Jonathon Brand,P.E. 360-337-7121,jbrand@co.kitsap.wa.us Type of Work: Roadway Improvements(Subcontractor to SB Structures,LLC) 185°i Ave.N.E. Extension Project $1,567,933.22 02/12 03/07/11 Contract No. 101197 City of Redmond, MS: INPW, P.O. Box 97010, Redmond, WA 98073-9710 Steven Gibbs,P.E.,425-556-2729 `type of Work: Highway(Prime)Estimated Cost of Prime Work 50% Emergency Levee Restoration, PI,84-99 $1,100,625.00 02/12 01/05/12 Contract No. 120020 US Army Corps of Engineers, Seattle District,4735 E. Marginal Way So., Seattle,WA 98 1 34-23 88 Gene Salton,206-761-3649,gene.t.sulton@usacearmy.mil Type of Work: Levee Restoration(Prime),Estimated Cost of Prime Work 100% Chilco East Waterline Extension Project $169,859.80 02/12 12/19/11 Contract No. 41052 North Kootenai Water District, 1841 W.Hayden Ave.,Hayden,ID 83835 Mike Galante,208-772-3619 Type of Work: Waterline Extension (Prime), Estimated Cost of Prime Work 90% 10 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Lincoln Avenue Grade Separation $21,617,648.00 02/12 08/24/09 Contract No. 68036 Port of Tacoma,P.O.Box 1837,Tacoma,WA 98401-1837 Bob Lee, BergerABAM(Consultant),206-832-9294 Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 40% 1-90 Sullivan Rd.to Barker Rd.-Additional Lanes $2,591,726.00 12/11 04/04/11 Contract No. 8022 WSDOT, 2714 Mayfair St., Spokane,WA 99207 Darrell McCallum,P.E., 509-323-8412,mccalld@wsdot.wa.gov Type of Work: Highway(Subcontractor to Acme Concrete Paving,Inc.) Horseshoe Bend Levee Improvement East&West River Bend Secondary Levees Contract No. 09-3005.7 $747,698.00 11/11 08/29/11 City of Kent,400 West Game,Kent, WA 98032 Timothy LaPorte,P.E.,253-856-5500 Type of Work: Levee Improvement(Prime),Estimated Cost of Prime Work 80% US 95,Frontage Rd;Becket to Ohio Match Rd. $2,495,888.00 11/11 06/201I 1 Contract No.7579 Idaho Transportation Department,600 W.Prairie Ave.,Coeur d'Alene,ID 83815 Marvin Fenn,208-772-1253,marvin.fenn@itd.idaho.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% Lower Elwha Valley Road,Phase 3, Kacee Way $2,209,696.00 11/11 06/06/11 Contract No. 5545 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles,WA 98363 Greg Stidham,P.E.(Parametrix,Consultant),253-255-4195,gstidham@parametrix.com Type of Work: Highway(Prime),Estimated Cost of Prime Work 70% Gratzer Park—Phase 1 $392,335.00 11/11 04/04/11 Contract No. 7053 City of Orting,P.O.Box 489,Orting,WA 98360-0489 Mr.JC Hungerford (Consultant-Parametrix),253-863-5128,jhungerford@parametrix.com Type of Work: Site Work(Prime),Estimated Cost of Prime Work 60% Tacoma HOV Mitigation $1,487,229.43 11/11 08/02/10 Contract No. 7974 WSDOT,6610 16i°St.E.,Suite B,Fife,WA 98424 Rumina Sumba,253-365-6750,suafoar@wsdot.wa.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 80% SR 119,MP 5.62 Slide Repair $101,693.84 10/11 09/27/11 Contract No. DMC209 WSDOT,P.O.Box 47440,Olympia, WA 98504 Duke Stryker,253-377-9204 Type of Work: Slide Repair(Prime),Estimated Cost of Prime Work 100% SR 542, Gallup Creek Bridge Replacement $2,715,296.00 10/11 05/31/11 Contract No. 7911 WSDOT,460 Stuart Road,Bellingham,WA 98226-1204 Chris Damitio, P.E.,360-788-7400, damitic@wsdot.wa.gov Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 40% 11 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Segment B Mukilteo,Mosher&Howarth Park $2,056,909.00 10/11 07/01/10 Contract No. 59595 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg 206-625-6264 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 80% Tolt River Bridge Improvements on Snoqualmie Valley Trail $295,640.00 10/11 04/04/11 Contract No. 55110 King County,201 S. Jackson St.,Room 700,Seattle, WA 98104 Chris Erickson,206-263-0445 Type of Work: Site Work(Subcontractor to SB Structures LLC) WUT Berth Extension $1,108,226.00 10/11 01/16/10 Contract No. 68064 Port of Tacoma,c/o Manson Construction,P.O. Box 24067,Seattle,WA 98124 Niclaus Arvenberger,253-606-2199 Type of Work: Site Work(Subcontractor to Manson Construction) Clagget Hill Slide $669,003.36 08/11 04104HI I Contract No. 15211 Montana Department of Transportation,P.O,Box 201001,Helena,MT 59620-1001 Kyle Dobbs,406-538-1322 Type of Work: Slide Repair(Prime)Estimated Cost of Prime Work 95% Spokane Int'l Airport,Line of Sight Bid Package No.2 $5,784,374.00 08/11 03/0711 Contract No. 10111 Spokane International Airport,P.O.Box 19186,Spokane,WA 99219-9186 Robert Seghetti(Prime Contact)509-242-1234 Type of Work: Site Work(Subcontractor to Acme Concrete Paving,Inc.) Wasilla Municipal Airport Construct Apron D,Phase 1 $1,081,038.00 07/11 07/01/10 Contract No.2010.01 City of Wasilla,290 E.Herring Ave.,Wasilla,AK 99654 Archie Giddings,907-373-9018 Type of Work: Site Work(Prime)Estimated Cost of Prime Work 85% Trunk Road Reconstruction, Phase 2, Water System $2,164,609.00 07/11 06/17/10 Contract No.2010.02 City of Palmer,231 W. Evergreen Ave.,Palmer,AK 99645 David Lundin,907-746-5230 Type of Work: Highway/Water System(Prime),Estimated Cost of Prime Work 90% Trunk Road Reconstruction, Phase 1 $23,258,603.00 07/11 07/20/09 Contract No. 59301 Alaska Department of Transportation,P.O.Box 196900,Anchorage,Alaska,99519-6900 John Waisanen,P.E., 907-244-4511,john.waisanen@alaska.gov Type of Work: Highway(Prime),Estimated Cost of Prime Work 65% 1-5 Grand Mound to Maytown-Stage One-Add Lanes $64,191,129.00 07/11 04/28/08 Contract No.7465 WSDOT,821 Airport Ct. SE,Tumwater, WA 98501-6805 Marylou Nebergall,P.E.,360-570-6750,nebergm@wsdot.wa.gov Type of Work: Highway,(Prime)Estimated Cost of Prime Work 40% 12 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Lateral Improvement Projects, Winter2010-2011 $973,875.30 05/I1 01/03/11 Contract No. 10-001 Sunnyside Valley Irrigation District(SVID), P.O. Box 239, Sunnyside, WA 98944 Donald Schramm,P.E.,509-837-6980,schrammd@svid.org Type of Work:Pipe Installation(Prime),Estimated Cost of Prime Work 80% Germany Creek Vic Emergency Slope Stabilization $300,000.00 05111 04/06/11 Contract No. DMD 115 WSDOT,2400 Talley Way, Kelso, WA 98626 Mary Hummel,360-442-1374 Type of Work: Slope Stabilization(Prime),Estimated Cost of Prime Work 90% Lateral Improvement Projects,Winter 2010-2011 $5,306,754,37 05/I 1 10/04/10 Contract No. 10-002 Sunnyside Valley Irrigation District(SVID),P.O.Box 239, Sunnyside, WA 98944 Donald Schramm,P.E.,509-837-6980,schrammd@svid.org Type of Work:Pipe Installation(Prime),Estimated Cost of Prime Work 80% US395/NSC—US2Lowering $9,820,171.00 05/11 12/01/08 Contract No. 7610 WSDOT,331 N.Fancher Road,Spokane,WA 99212 Bob Hilmes, 509-534-1030 Type of Work: Highway(Subcontractor to Graham Construction&Management,Inc.) Sunset Route-Seg.2,Cactus to Araz,CA Yuma Subdivision $521,948.20 04/11 01/10/11 Contract No,46964 Union Pacific Railroad Company,631 S.7"St.,Phoenix,AZ 85034 Danny King,971-404-6022 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 95% Yonezawa Parcel Pit Reclamation $428,209.12 03/11 12/13/10 Contract No. 10042 Moses Lake School District No. 161,920 W.Ivy,Ave.,Moses Lake,WA 98837-2047 Brent Harding,(Consultant to Owner,NAC/Architecture)509-838-8240 Type of Work:Earthwork(Prime)Estimated Cost of Prime Work 95% Tacoma Narrows Airport Runway Safety Area Improvements $15,907,048.00 03/11 11/12/07 Conn-act No.4600043.45 Pierce County Public Works,4301 So.Pine St.,Suite 446,Tacoma,WA 98409 Mike Manley,253-798-2261 Type of Work: Clearing/Grubbing,Grading,Tunnel Construction,(Prime)Estimated Cost of Prime Work 40% Stanwood Siding $1,062,866,00 01/11 08/02/10 Contract No. 60082 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg 206-625-6264 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 100% Area 6 Closure Sudbury Road Landfill $1,405,970.00 12/10 06/23/10 Contract No. 6011 City of Walla Walla,P.O.Box 478, Walla Walla,WA 99362 Frank Nicholson, P.E.,509-524-4510 Type of Work: Landfill (Prime)Estimated Cost of Prime Work 45% 13 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Port Mackenzie Barge Dock Expansion $2,573,785.00 12/10 01/16/10 Contract No. 73011 Matanuska-Susitna Borough, 350 E. Dahlia Ave.,Palmer,Alaska 99645 Robert Koski907-745-9561 Type of Work: Fill Dock Expansion (Prime),Estimated Cost of Prime Work 50% 70"Ave. E./Valley Ave. E.Roadway Improvements $10,303,238.00 12/10 10/27/09 Contract No.2009.04 City of Fife, 5411 23`a St. E.,Fife, WA 98424 Jim Shanafelt (David Evans&Associates,Consultant),253-250-0617 Type of Work: Highway(Prime), Estimated Cost of Prime Work 70% Cheyne Landfill Septage Lagoons $1,010,906.00 12/10 10/01/09 Contract No. 3265 Yakima County Public Services, 128 No.Second St.,41"Floor,Yakima,WA 98901 Rae Early,509-574-2319,rae.early@eo.yakima.wa.us Type of Work: Landfill(Prime), Estimated Cost of Prime Work 85% Vancouver Bypass Seg, 8,B-Yard Bypass Phases 1,2&3 $6,865,392.00 12/10 09/11/09 Contract No.56106 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 1 A, Seattle, WA 98134 Mike Powrie 206-625-6144 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 65% Pocatello Subdivision,MP 144 to 146.5, Soda Springs,ID $226,750.40 12/10 08/16/10 Contract No.46120 Union Pacific Railroad Company,631 &70'St.,Phoenix,AZ 85034 Danny King,971-404-6022 Type of Work: Site Work(Prime), Estimated Cost of Prime Work 95% SR 18,Issaquah-Hobart Rd Retaining Wall Repair $130,390.00 11/10 07/26/10 Contract No.7940 WSDOT,6431 Corson Ave. So.,Bldg. 1,MS NB82-60,Seattle,WA 98108-3445 Aleta Borschowa,P.E.,206-768-5755,borscha@wsdot.wa.gov Type of Work: Site Work(Subcontractor to SB Structures) Extend Runway 03-21 and Related Work $4,320,147.00 11/10 05/28/09 Contract No. 8024 Spokane International Airport,9000 W Airport Way,Ste.204, Spokane, WA Matt Breen,509-455-6414 Type of Work: Ramp Construction(Subcontractor to Acme Concrete Paving, Inc.) Cheyne Landfill Cell 2 Expansion,Ph. 1 $2,396,276.74 10/10 10/13/09 Contract No.3353 Yakima County Public Services, 128 No. Second St.,0 Floor,Yakima,WA 98901 Rae Early, 509-574-2319,rae.early@co.yakhna.wa.us co.yakima.wa.us Type of Work: Landfill(Prime),Estimated Cost of Prime Work 95% Vancouver Bypass Seg.2,32"d Circle Utility Relocation $300,471.80 10/10 09/1 1/09 Contract No.40307 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA,Seattle, WA 98134 Mike Powrie 206-625-6144 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 80% 14 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Tieton River Crossings W+E Replace Bridges $7,300,000,00 10/10 07/20/09 Contract No. 7743 WSDOT, P.O. Box 12560,Yakima, WA 98909-2560 Paul GOnSeth,P.E.,509-577-1810 Type of Work: Highway/Bridge(Prime), Estimated Cost of Prime Work 40% Bridge#2210-B, So. Vaughn Road KPN/Vaughn Bay $2,142,988.42 10/10 07/14/09 Contract No. 5352 Pierce County,2702 S 42nd St.,Suite 201,Tacoma, WA 98409-7322 Henry Gertje, P.E.,253-798-6826 Type of Work: Bridge Replacement(Prime),Estimated Cost of Prime Work 35% SR 510,Yelm Loop,Stage 1 $4,145,136.00 10/10 04/12/09 Contract No.7879 WSDOT,7912 Martin Way,Suite E,Lacey, WA 98516-5703 Neal Uhlmeyer,P.E.,360-412-3421 Type of Work: Highway(Prime),Estimated Cost of Prime Work 40% Rockfall Mitigation White Salmon Vicinity $469,510.00 08/10 03/01/10 Contract No. 7861 WSDOT, c/o Hi-Tech Rockfall Construction,Inc.,P.O.Box 674,Forest Grove,OR 97116 Buddy Johnson, 503-866-9147 Type of Work:Unstable Slope Repair(Subcontractor to Hi-Tech Rockfall Construction) Segment IAI: Richmond Beach $861,489.00 08/10 02/15/10 Contract No. 57594 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite 2D, Seattle,WA 98134 Don Omsberg 206-625-6264 Type of Work: Site Work(Prime),Estimated Cost of Prime Work 40% Green River Bridge Embankment Failure $3,227,090.00 08/10 02/26/09 Contract No. 7661 WSDOT, 6431 Corson Ave S,Seattle, WA 98108-3445 Aleta Borschowa,P.E.,206-768-5860 Type of Work: Bridge Embankment Failure(Prime),Estimated Cost of Prime Work 35% Elwha Valley Access Road,Phase 2,Stratton Rd. Reconstruction $2,047,409.00 06/10 09/14/09 Contract No.2009.03 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles, WA 98363 Greg Stidham,P.E.(Parametrix,Consultant),253-255-4195 Type of Work: Highway(Prime),Estimated Cost of Prime Work 75% Wandermere to Vicinity Half Moon Rd.-Median Barrier $68,045.00 06/10 04/26/10 Contract No. 7899 WSDOT,2714 N.Mayfair,Spokane, WA 99207 Bob Hilmes, P.E.,509-324-6231 Type of Work: Site Work(Subcontractor to Frank Gurney, Inc.) Blue Ridge Slide $814,458.00 06/10 01/27/10 Contract No. 57959 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite 1 A,Seattle, WA 98134 Glen Gaz206-625-6150 Type of Work: Repair Slope& Landslide Failures(Prime),Estimated Cost of Prime Work 100% 15 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE SR 20,Quiet Cove Rd. Vic.To SR 20 Spur $12,016,332.00 06/10 06/12/08 Contract No. 7532 WSDOT, 1109 E. Hickox Road,Mt. Vernon, WA 98274-7775 Dave Crisman,P.E.,360-848-7103 Type of Work: Highway,(Prime)Estimated Cost of Prime Work 50% Vancouver Bypass Seg.3B,Sandri-Larango Facilities $266,444.00 04/10 10/26/09 Contract No. 56578 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA,Seattle,WA 98134 Mike Powrie 206-625-6144 Type of Work: Bldg. Remodel/Site Improvement(Prime),Estimated Cost of Prime Work 100% BNSF Emergency Sewer Repair $375,380.00 03110 01/16/10 Contract No.2009-126 City of Seattle,P.O.Box 94687, Seattle,WA 98124-4687 Bryan Nicholson 206-423-2568 Type of Work: Emergency Sewer Repair(Prime),Estimated Cost of Prime Work 90% Padilla Bay Waterline Replacement $1,058,094.00 01/10 07/27/09 Contract No.7033 City of Anacortes,P.O.Box 547,Anacortes,WA 98221 Brandt Barnes,P.E.,MWH(Consultant),206-601-7390 Type of Work: Watermain(Prime),Estimated Cost of Prime Work 80% SR 18 Peasley Canyon Slide MP 2.2 $330,000.00 01/10 01115/10 Contract No.DMA 134 WSDOT,P.O.Box 330310,Seattle,WA 98133-9710 Peter Klasell 206-440-4781 Type of Work: Emergency Slide Repair,(Prime)Estimated Cost of Prime Work 80% Crystal Mountain Blvd.Rock Slide Mitigation $26,518.48 01/10 01/13/10 Contract No. 77515 Pierce County Public Works,615 So.9'a St., Ste. 100,Tacoma, WA 98405-4674 Bert Kalalau 253-798-4713 Type of Work: Rock Slide Mitigation(Prime),Estimated Cost of Prime Work 100% Naches Tieton Road Embankment Construction $225,962.50 01/10 11/09/09 Contract No. 3114 Yakima County Public Services, 128 No. Second St.,4°i Floor,Yakima, WA 98901 Rae Early, 509-574-2319,rae.early@co.yakima.wa.us Type of Work: Road Embankment(Prime),Estimated Cost of Prime Work 100% 2009 Arterial Asphalt&Concrete Program(I"Ave So.Contract 2) $6,205,302.00 01/10 01/26/09 Contract No.2008-090 Seattle Department of Transportation,P.O.Box 94687, Seattle,WA 98124-4687 Lynn Pera,P.E.,206-684-0430 Type of Work: Roadway/Watermain(Prime),Estimated Cost of Prime Work 65% Chuckanut Drive $125,000.00 12/09 11/30/09 Contract No. DMA 133 WSDOT, 1043 Goldenrod Road,Ste. 101,Burlington, WA 98233 Gus Deeter, 360-848-7136 Type of Work: Emergency Slide Repair,(Prime)Estimated Cost of Prime Work 60% 16 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE SR 9, 176°i St.to Marsh Rd I/S $21,837,889.00 12/09 04/09/08 Contract No. 7479 WSDOT, 1715 228`h St. SE,Ste. 106,Bothell, WA 98021-8445 John Chi P.E.,425-489-5400 Type of Work: Highway,(Prime)Estimated Cost of Prime Work 40% S. 35'h&Lawrence St.Emergency Storm Sewer Force Main Repair $169,910.60 11109 10/26/09 Contract No.46000058.05 City of Tacoma,3628 So. 35'h St.,Tacoma, WA 98409 Jason Moline,253-396-3383 Type of Work:Emergency Storm Sewer Force Main Repair,(Prime)Estimated Cost of Prime Work 100% SR 6,So.Fork Chehalis River Bridge $8,019,752.00 11/09 08/15/08 Conn-act No. 7587 WSDOT, 1411 Rush Road,Chehalis,WA 98532 Colin Newell,360-740-8600 Type of Work: Highway/Bridge(Prime),Estimated Cost of Prime Work 30% Bigelow Gulch Road,Ph 1,Havana to Urban Boundary $2,239,140.00 10/09 11/25/08 Contract No.2770 Spokane County, 1026 W.Broadway, Spokane, WA 99260-0170 Paul Lennemann, 509-477-3600 Type of Work: Highway(Prime),Estimated Cost of Prime Work 65% Elwha Valley Access Road,Phase 1 $840,035.00 10/09 08/25/09 Contract No.2009.02 Lower Elwha Klallam Tribe,2851 Lower Elwha Rd,Port Angeles, WA 98363 Greg Stidbam,P.E.(Parametrix,Consultant),253-255-4195 Type of Work: Highway(Prime),Estimated Cost of Prime Work 75% South Correctional Entity(SCORE)Phase 1,Early Site Work $996,650.00 10/09 08/03/09 Contract No.2009.01 South Correctional Entity(SCORE, c/o Shiels Obletz Johnsen, 800-5'h Ave., Ste.4130, Seattle,WA 98104 Justine Kim(Shiels Obletz Johnsen,Consultant),206-838-3706 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 90% Pan Terra Regional Stormwater Facility Improvements $1,441,588.75 10/09 07/08/08 Contract No.4726 City of Shoreline, 17544 Midvale Ave.No.,Shoreline, WA 98133-4921 Jon Jordan,206-546-1678 Type of Work: Stormwater Facility Improvements(Prime), Estimated Cost of Prime Work 80% Brightwater Reclaimed Water System Section 2 $6,757,355.00 10109 06/30/08 Contract No.24208 King County BW Conveyance/Jacobs, 19204 Northcreek Pkwy., Ste 250, Bothell, WA 98011 Marty Noble,206-296-4319 Type of Work: Reclaimed Water Line(Prime), Estimated Cost of Prime Work 40% Taxi Lane Kilo-N $4,050,250,00 09/09 04/0109 Contract No. 6908 Snohomish County, 3000 Rockefeller,MS 507,Everett, WA 98201 Kevin Cooley,P.E.,CH2M Hill (Consultant)503-490-1773 Type of Work: Earthwork(Prime),Estimated Cost of Prime Work 60% 17 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE Pipeline No. 1 Replacement at Puyallup River Valley Ph. 1 $1,682,045.00 09/09 06/15/09 Contract No.4600050.18 City of Tacoma,3628 So. 35'h St.,Tacoma,WA 98409 Jason Moline,253-396-3383 Type of Work:Pipe Installation,(Prime)Estimated Cost of Prime Work 70% Delta Yard Everett Speed Improvements $3,021,602.00 09/09 03/09/09 Contract No. 53848 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S.,Suite IA, Seattle, WA 98134 Richard Wagner,206-625-6152 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 100% lnterbay Yard Improvements $548,985.00 09/09 03/09/09 Contract No. 53702 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. S., Suite IA, Seattle, WA 98134 Don Omsberg,206-625-6179 Type of Work: Earthwork(Prime), Estimated Cost of Prime Work 100% One Mile East of Index Slope Stabilization $1,123,123.23 08/09 09/02/08 Contract No.7582 WSDOT, 12277 134"Ct.N.E., Suite 200,Redmond,WA 98052-2431 Dave Lindberg,P.E.,425-814-7100 Type of Work: Slope Stabilization(Prime),Estimated Cost of Prime Work 40% Vancouver Bypass Phase I NP Passing Track Extension $3,303,427.00 08/09 03/26/08 Contract No.49251 Burlington Northern&Santa Fe Railway Co.,2454 Occidental Ave. So.,Suite A, Seattle, WA 98134 Mike Powrie,206-625-6144 Type of Work: Yard Track Construction(Prime),Estimated Cost of Prime Work 60% SE Middle Fork Road, Phase 1 $709,333.00 07/09 03/16/09 Contract No.41909 King County,401 Fifth Ave. 3rd Floor, Chinook Bldg., Seattle, WA 98104 Wes Chin,206-423-1061 Type of Work: Emergency Repairs &Reconstruction of Landslides(Prime),Estimated Cost of Prime Work 95% I-5,Rush Road to 13" St. $36,969,766.00 06/09 07/02/07 Contract No. 7324 WSDOT, 1411 Rush Road,Chehalis,WA 98532 Colin Newell,360-740-8600 Type of Work: Highway(Prime),Estimated Cost of Prime Work 50% SR 9,Schloman Rd.to 256"St.NE &268`h St. I/C $11,113,628.00 06/09 05/12/07 Contract No.7267 WSDOT,9021 El Capitan Way,Everett, WA 98208-3637 Marlin Lenssen,425-225-8796 Type of Work: Highway(Prime),Estimated Cost of Prime Work 40% 1-405 Vic MP 1.6 Springbrook Creek Wetland&Habitat Mitigation $12,765,803,00 06/09 04/02/07 Contract No.7200 WSDOT,21851 84"Ave. So.,Kent,WA 98032-1958 Aleta Borschowa,Office 206-768-5862,Cell: 425-766-2617,borscha@wsdot.wa.gov Type of Work: Wetland&Habitat Mitigation(Prime),Estimated Cost of Prime Work 45% IS COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE US 395,US 395/NSC—BNSF RR Tunnel MP 163.83 to MP 164.15 $18,717,018.00 05/09 02/20/08 Contract No.7413 WSDOT,2714 N.Mayfair Street, Spokane, WA 99207-2050 Chad Simonson,P.E.,509-324-6252 Type of Work: Highway(Prime),Estimated Cost of Prime Work 40% SR9/SR96 to Marsh Road-Flood Damage Repair $2,095,192.00 05/09 04/20/09 Contract No.7750 WSDOT,P.O. Box 330310, Seattle, WA 98133-9710 John Chi P.E.,425-489-5400 Type of Work: Flood Damage Repair(Prime),Estimated Cost of Prime Work 100% Snoqualmie Pass Slide Removal $800,000.00 02/09 01/08/09 Contract No. 7664 WSDOT,P.O. Box 12560,Yakima, WA 98909 Will Smith, 509-577-1853 Type of Work: Slide Repair(Prime),Estimated Cost of Prime Work 40% 19 Heavy-Highway Construction °'' "- An F.qual Opportunity pe c Employer 4. EXPERIENCE 4.6 Construction Experience of Kev Individuals: A. Scarsella Bros., Inc. has worked with the City of Kent on several projects. B. The following is a list of Searsella Bros. Inc. supervisory force, along with their current position/experience and current commitments that may be valuable for the work on the Kentview Sanitary Sewer Interceptor project. 1. Frank Scarsella,President 44 Years experience, current project commitment 5-7 projects. 2. Don Scarsella, Secretary 44 Years experience, current project commitment 5-7 projects. 3. Robert Scarsella, Vice President 39 Years experience, current project commitment 5-7 projects. 4. Richard Scarsella,Vice President 34 Years experience, current project commitment 5-7 projects. 5. Rick Krier,Project Superintendent 35 Years experience on various City, County and Metro projects. Current Commitment: 2013 Federal Way Downtown Sewer Trunk Upgrade-Phase 1, Lakehaven Sewer District; Coal Creek Culvert Replacement, City of Bellevue Utilities; Kem/Auburn Conveyance System Improvements,King County P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872.7173 • Fax: (253) 395-1209 AK Lie.#34714 - AZ Lie.#ROC249216 - CA Lic. #779354 • 1D Lie. #10394-Unlimited-1-2 MT Lic.#146627 • NO Lic.#44607 - OR Lic.#96884 • UT Lie.#7646917-5551 • WA Lie.#SCARSBI183B8 Heavy-Highway ,r f.l Construction An Equal aevk d ® d Opportunity m 1 e { Employer �'BV AN 0.lt�sa }.YRo � Major Equipment List _Qty Description Qtv Description Track Dozers Rubber Tire/Track Loaders 7 Cat IT-28, 930G 2 Cat or JD 450D, G TCLT 1 JD 644E 2 Cat or JD 550G, LGP 3 Trojan 1500, 1700 12 Cat D-6D, G, G LGP, H. H LGP, R or JD650 4 Cat 950G 2 Cat D-71-1, R 1 Cat 966F 14 Cat D-81-1, K, N, R 3 Cat 980C, F, F, 11, G 4 Cat D-9H, N, R 6 Cat 9886, F, FII 7 Cat D-10N, R 2 Cat 992B, C Rubber Tire Dozers Rubber Tire Loader/Backhoes 3 Cat 824B, C 12 Case 580C, E, Super E, Super K, L, SE Scrapers Track Excavators 2 Cat 623E, F 1 Komatsu PC 78 5 Cat 631D 2 Komatsu PC128US-2 14 Cat 631E 3 Komatsu PC160LC 4 Cat 6370, E 5 Komatsu PC200LC-6,7 4 Komatsu PC2281-C-3, USLC-3, US-2 Water Wagons 5 Komatsu PC300LC-6,7 2 Cat 631B, C 3 Cat 320CL 6 Komatsu PC400LC-5,6,7 Motor Graders 2 Cat 245, B, B Mass Excavator, B Series II 1 Cat 120G 3 Komatsu PC60OLC-7 (2005) 2 Cat 130G 2 Komatsu PC75OLC-6(2000) 7 Cat 140G, H 1 Komatsu PC1000LC-IA(1991) 7 Cat 14G, H 1 Komatsu PC11001-C-6 (1999) 3 Cat 16G Rollers/Compactors Off Road Truck Tractors 10 Hamm 6 01 Mack CL713 3 Dynapac CA362D Vibratory 2 01 Mack CL713 Tri-Drive 2 Cat 825C Compactor P.O.Box 68697 a Seattle,Washington 98168-0697 Tel: (253) 872-7173 • Fax: (253)395.1209 AK Lic. #34714 a AZ Lic.#ROC249216 - CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 - ND Lic.#44607 m OR Lic.#96884 • UT Lic.#7646917-5551 • WA Lic.#SCARSBI183B8 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: June 24 2014 Scarsella Bros. (c. NAME OF"BI R BY: S nature Bob Scarsella V.P. (Print Name and Title) P.O. Box 68697 Address Seattle, WA 98168-0697 Kentview Sanitary Sewer Interceptorjlangholz 24 June 4, 2014 Project Number: 10-3003 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Scarsella Bros.Inc. as Principal, and Liberty Mutual Insurance Company as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of FivePercent(5%)ofBidAmount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 24th DAY OF Jf.UtW 2014 Scarsella In P CIPAL Libei Mutual Insurance Cpmpan {{ i SURy A.Firth,Attorney-in-Fact 20 . Received return of deposit in the sum of $ i Kentview Sanitary Sewer Interceptor/Langholz 25 June 4,2014 Project Number: 10-3003 THIS POWER OF.ATTORNEY IS NOT VALID UNLESS 1T IS PRINTED ON RED BACKGROUND.This Power of Attorney limits the acts ofthose named herein;and they have no authority to bind the Company except in the mannerand to the extent herein stated. .: - :Certificate No.-es3es3 - American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company i POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmencan Fire&Casually Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the Slate of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized undertne laws of the State of Massachusetts;and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set fodh,does hereby name,constitute and appoint, .Barbara A.Johnson;Brent'E.Heilesem Carley Espiritu:ChristopherKinyon;Diane M.Harding;Eric A.Zimmerman Jake Ole:James B. Binder;Jamie Cramer;Jeffrey L.Zimmerman;Jennifer L.Snyder;Julie R.:Truitt;Karen Swanson Kathy L..Patton;`Kettle Hogan Kristine A.Lawrence: Lisa M.Anderson;Mandy Keltner,Mitchell R.Smee;Peggy A.Firth-Peter J.Comfort; Phyiis C.Robison Sandra J.Kulseth;Wyntrene Mace all of the city of Tacoma `,state of WA - each individually if there be more.than one named,its We and lawful attomey-in-fact to make,execute,seal,acknowledge i and deliver,for and on its behalf as surety and as its act and deed,:any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of thesepresents and shall be as binding upon the Companies as if they have been duty signed by the president and attested by the secretary of the Companies in their own proper persons) ' IN WITNESS WHEREOF,this Power of Attorney has been subscvibed by an aufhonzedoificer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of. April 2014 American Fire and Casualty Company m ......r The Ohio Casualty Insurance Company a Liberty Mutual Insurance Company m a`3 WestAmericanInsuranceGompany _ 1 0) - _ By:. - STATE OF PENNSYLVANIA as David M Care ;Assistant Secretary c 6 _- COUNTY OF MONTGOMERY < c- m tirn On this 23rd day of April 2014 before ma personally appeared David M Carey,who acknowledged himself to be the Assistant Secretary of American Fire and F. zi m Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, ;%sW p� execute the foregoing instrument forpurposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. am LU c "M > IN WITNESS WHEREOF,I have hereunto subschlbed myaame and affixed my notarial seal at Plymouth Nearing Pennsylvania;an the day and year first above written O CL G'yl r v t i s By: r r t6 N ¢ ' $ "' ir7 ` r 'Y Teresa Pasteiia,Notary Public N=r � �. I. 'r. , 'i. �.-._i nti �.,t... .�'o Q E 1 c R This PowerofAttomey is made and executed pumuentto mrribyarilhbniyofthe following Bylaws andAuthonzations ofAmerican Fire and Casualty Company,The Ohio Casually insurance rnp 6" Company,Liberty Mutual Insurance Company,and;WestAmenc rn Insurance Company which resolutions are now in full force and effect reading as follows: r 4. A4) ARTICLE IV-OFFICERS-Section 12.Power ofAftomey.Any officeror otherofgcial of the Corporation authorized further purpose in writing bylhe Chairman orthe President,and subject Oc- to such limitation as the Chairman or the President may prescribe,shall appoint such aflomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, N o S acknowledge and deliveras surety any and all undertakings,bonds,recognizances and other surety obligations.Such atomeys-m-fact,subject to the limitations set forth in their respective p . ai powers of attomey,shall have full power to bind the Corporation by their signature and execution:of any such instruments and to attach thereto the seal of the;Corporafion. When so 'm m p m executed,such instruments shall be as binding as.if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under >'n T the previsions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. z . N' M c ARTICLE All-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in wnfing by the chairman or the president' E 9?. y ` and subject to such limitations as the chairman orthe president may prescribe,shall appoint such aflomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M o seal acknowledge and deliver as surety any and all undertakings,.bonds,recognizances and other surety obligations Such attorneys-in-fact subject to the limitations set faith in their, c oQ. Z V respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 0 o; executed such instruments shall be as binding as if signed by the president and attested by the secretary. - O, Certificate of Designation-The President of the Company,acting pursuant to the Bylawof the Company,authorizes David M.Carey,Assistant Secretary to appoint such aflomeys-m- H`- C fact as may be necessary to act on behalf of the Company to.make,execute,seal,acknowledge and deliver as surety any and all undertakings;bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in.connection with surety bonds,shall be valid and binding upon the Company with , the same force and effect as:though manually affixed. 1,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company The Ohio Casually Insurance Company,Liberty Mutual insurance Company,and West American Insurance Company do hereby certify that the,original power of attorney of which the.foregoing is a full,his and correct copy of the Power of Ahomey executed.by said Companies is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF I have hereunto set my hand and affixed the seals of said Companies this<_ day of t. 20 s By: C i r,. Gregory W.Davenport,Assistant Secretary tMS_12873 122013 312 of 500 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, 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 foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Kentview Sanitary Sewer Interceptor Project Number: 10-3003 NAME OF PROJECT Scarsella Bros. Inc. A OF BIDD RM Bob Scarsella V.P. SIG TURF OF AUTHORIZED R RESENTATIVE OF BIDDER Kentview Sanitary Sewer Interceptor/Langholz 26 June 4, 2014 Project Number: 10-3003 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this a ng_e $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Change Orders Days Required ± for this Change Order -0- Working days Revised Time for Completion Working days Kentview Sanitary Sewer Interceptor/Langholz 27 June 4, 2014 Project Number: 10-3003 In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: Kentview Sanitary Sewer Interceptor/Langholz 28 June 4, 2014 Project Number: 10-3003 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................91 Order of Contents................................................................................. El Invitationto Bid...................................................................................El Contractor Compliance Statement........................................................® Date ............................................................................................0 Have/have not participated acknowledgment.............................El Signatureand address .............................................................—El Declaration — City of Kent Equal Employment Opportunity Policy ........El Dateand signature .....................................................................El AdministrativePolicy...........................................................................El Noticeto Bidders .................................................................................® Proposal...............................................................................................I@ First line of proposal — filled in ...................................................® Unit prices are correct ................................................................® Minimumbid prices are correct...................................................© Subcontractor List (contracts over $100K) ..........................................0 Subcontractors listed properly.................................................... Xj Signature .................................................................................... El Subcontractor List (contracts over $1 million).....................................El Subcontractorslisted properly....................................................El Dateand signature .....................................................................® Contractor's Qualification Statement ...................................................0 Completeand notarized ..............................................................0 Proposal Signature Page......................................................................0 All Addenda acknowledged ......................................................... Date, signature and address ....................................................... 121 Bid Bond Form ..................................................................................... El Signature, sealed and dated .......................................................® Powerof Attorney....................................................................... (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form .................................................................0 Signature .................................................................................... Change Order Form..............................................................................® Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Kentview Sanitary Sewer InterceptorfLangholz 29 June 4, 2014 Project Number: 10-3003 Bond No. 023029100 PAYMENT AND PERFORMANCE BOND TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, w Scarsella Bros. Inc. I I----------- as Principal, and _Liberty Mutual Insurance Company --Massachusetts..—... a Corporation organized and existing under the laws of the State of as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 983&69.18 together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into In pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, If the Principal shall faithfully perform all the provisions of said contract In the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason Of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Kentview Sanitary Sewer Interceptor/Langholz 30 June 4, 2014 Project Number; 10-3003 TWO WITNESSES: Scarsella Bros. Inc. / PRINCIPAL (enter principal's name above) 1 f llc. '.`- tt to T = BY Frank Scarsella Shelly Williams,Contract Administrator TITLE: President / t x DATE j3. _. DATE: CORPORATE SEAL: Julie Printz-Contract Administrator PRINT NAME DATE _�_ 4 Liberty Mutual Insurance Company SURETY CORPORATE SEAL: BY: Peggy A. Firth DATE: J A1y_9,_2014 TITLE: Attorney-in-Fact ADDRESS: -9?54thAvenue, Suite 3200 Seattle, WA 98104 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that _Frank_Scarsella Who signed the said bond on behalf of the Principal Scarsella Bros,, Inc,,,___ _s Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attesttad for and in behalf of said Corporation by authority of its governing body. f r — t SECRETARY OR ASSISTANT SECRETARY i Kentview Sanitary Sewer Interceptor/Langholz 31 June 4, 2014 Project Number: 10-3003 THIS POWER OF ATTORNEY IS NOT VALID UNLESS'ITIS PRINTED ON RED BACKGROUND. I This Power of Attorney limits the acts of those named herein;and they haven authorityto bind the Company except in the manner and to the extent herein stated. t Certifwta No,e543es6 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company - l POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS; That American Fire B Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized underthe laws of 1 the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State ofMassachusetts,and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the'Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Barbara A.Johnson:Brent Heilesen:Carley-Espiritu`Christopher.Kinyom Diane M Harding; Eric A.Zimmerman;Jake Oia•James B. Binder;Jamie Diemen,Jeffrey L.Zimmerman Jennifer L.Snyder;Julie.R.Truitt Karen Swanson Kathy L.Patton Kettle Hogan;Kristine A.Lawrence; .Lisa M.Anderson;Mandy Kellner;Mitchell R.Since;:Peggy A.Firth;Peter J.Comfort'Phylis C.Robison Sandra.J.Kulseth;Wyntrene Mace all of the city of Tacoma ,state of WA each individually if there be more than one named,its We:and lawful attomey-in-fact to make execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds recognizances and other surety obligations,In pursuance of these presents and shall ' be as binding upon the Companies as if they have been duty signed by the president and attested by the secretary of the Companies in their am proper persons. t IN WITNESS WHEREOF,this Pourer of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April 201410 American Fire and Casualty Company M r f The Ohio Casualty Insurance Company Liberty Mutual Insurance Company as i West American Insurance Company ( By: Q , ^ STATE OF PENNSYLVANIA : as David M.Care;Assistant secretary N COUNTY OF MONTGOMERY tiay On this 23rd day of April z014, before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of American Fire and Of_ d d Casualty Company,Liberty Mutual Insurance Company,The Ohio Casually Insurance Company;and WestAmerican Insurance Company,and that he,as such,being authorized so to do, y N- p 3 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. d W 4 C `d > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting'Pennsylvania,on the day and year first above written O cl. r-r �{ - Sitf_0 { 44'�let Qco d G m ' 't<' $lt ,i 'b yet-Teresa Pastella,Notary Public S3- i 2 ,» r on a° cd m This Power of Attorney is made and executedpursu�nttoamfbymAh'orfyof the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance Np ` Company,Liberty Mutual Insurance Company,and,Wa'st Air miih n lnsuranceCom an which'resolutions are now in full fame and effect reading as follows: 0- ai« X Y P Y. Company 9 ,. N :ARTICLE IV—OFFICERS—Section 12.Power fAdomey.Any officer or other fficial of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O c- .0 w; to such limitation as the Chairman or the President may prescribe,shall appoint such afomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal o C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations.Such afomeysin-fact subject to the limitations set forth in their respective � .. E w powers of attorney,shall have full powerto bind the Corporation by their signature and execution of any such.instruments and to attach thereto the seal of the Corporation. When so •� d1 O as executed,such instruments shall be as binding as:if signed by the President and attested to bythe Secretary.Any power or authority granted to any representative or attomey-in-fact under 99 T the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. ) .0 N At = ARTICLEXIII—ExecutionofContracts—SECTION5.SuretyBondsandUndertakings.AnyofficeroftheCompanyauthorizedforthatpurposeinwritingbythechairmanorthepresident, Eno.: > a") and subject to such limitations as the chairman or the president may prescribe shall appoint such affomeys-in-fact,as maybe necessary to actin behalf of the Company to make,execute, M, o = seal acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such aftomeys-in-fact subject to the limitations set forth in their o0 �Z d respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such insruments and to attach thereto the seal of the Company'.When so 00 - executed such instruments shall be as binding as if signed by the president and attested by the secretary. ` O Certificate of Designation-The President of the:Company;acting pursuant to the Bylaws of the Company,authorizes David M.Carey Assistant Secretary to appoint such aftomeys-in- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal acknowledge and deliver as surety any and all undertakings,.bonds,recognizances and other surety obligations, 1 I Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certifed copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Gregory W.Davenport,the undemigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casually Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,We and correct copy of the Power of Attorney executed.by said Companies,is in full force and effect and has not been revoked. : r X1,, IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals ofsaid Companies this day of ' ,J Lr,tk,4 ,20 i , By: Gregory W.Davenport Assistant Secretary LMS 12e73 =13 475 of 500 CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and SCarSella Bros, Inc. _, organized under the laws of the State of Washington located and doing business at 840.4 S. 196th Kent WA. ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Kentview Sanitary Sewer Interceptor/Project Number: 10-3003 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within eighty (80) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Kentview Sanitary Sewer Interceptor/Langholz 32 June 1, 2014 Project Number: 10-3003 i 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. I The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4,24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, j including utilization of the "one call" locator service before commencing any j excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. Kentview Sanitary Sewer Interceptor/Langholz 33 June 4, 2014 Project Number: 10-3003 CITY OF KENT By.. S> E ' COOKE, MAYOR bATE: f ATTEST > RONALD Fj%`MOOR 'CITY CLrRK APPROV D AS TO F6RM: a KENT LAW DEPARTMENT CONTRACTOR r- PRINT NAME: 'Frank Scarsella TITLE: President DATE: Kentview Sanitary Sewer Interceptor/Langholz 34 June 4, 2014 Project Number: 10-3003 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Comoensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. I I Kentview Sanitary Sewer Interceptor/Langholz 35 June 4, 2014 Project Number: 10-3003 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. Kentview Sanitary Sewer Interce for1Lan holz 36 June 4, 2014 Project Number: 10-3003 EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors j Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. i j I Kentview Sanitary Sewer InterceptorfLangholz 37 June 4, 2014 Project Number: 10-3003 Clienthl: 111013 SCARBROSI ACORD„, CERTIFICATE OF LIABILITY INSURANCE =OIYYYY) 14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the cortificate holder Is an ADDITIONAL INSURED,the policy(les)must be Endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lien of such endorsement(s). PRODUCER CONTACTINAME Shurniol Of Vona Propel Insurance !PHONE 253.310.4047 77.1326 Tacoma Commercial Insurance kd@propelinsurance.com aooaess:1201 Pacific Ave, Suite 1000 ---"-IC ------ INSURER(S)AFFORDING COVERAGE NAO 9 Tacoma,WA 98402 INSURERA,Liberty Mutual Fire his. Co. 23035 INSURED INSURERS,Starr Indemnity & Liability Co. 38318- Scarsella Bros., Inc. NSURERc:Travelers Property Casualty Am25674 PO Box 68697 INSURER D,Allied World National Assurance 10690 Seattle,WA 98168-0697 INSURER E,Navigators Insurance Company 42307 INSURER COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO*WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WEIR ADDLSUBP POLICY OFF POLICY EXP LTIR TYPE OF INSURANCE INSR Me POLICY NUMUER UAMIDDI YYY) (MMIODIYYYY LIMITS --------- A GENERAL LIABILITY X X TB2Z91454734104 05/0112014 05101121 EACH OCCURRENCE S 11,000 000 COMMERCIAL GENERAL LIABILITY DAMAIV TO RENTED X PREMISES s 1 1000,000 ICLAIMS-MADE rX1 OCCUR MEN EXP(Any one Person) s5,000 E11PD Ced:$15,000 PFRSONAJ &ADVINJURY $1,000,000 1XX LC 04 43 0511-2----- GENFIRALACGREGATE 52,000,000 GENLAGGRE6ATE ITIMITAPPLIESPER PRODUCTS-COMPIOPAGG s2,000,000 7 POLICYF-xl 0 E-1 1 LOG S A AUTOMOBILE LIABILITY X X AS2ZI1454714034 05101/2014 05/011201 COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ —] ALL O SCHEDULED BODILY INJURY(Per amdent) $ C AUTO AUTOS OW NED � NON-OWNED PROPERTY DAMAGE X HIRED AUTOS x I AUTOS Per accitlent $ X CCA2048 10113 1 X JAC8407 07/13 $ B UMBRELLA HAS X OCCUR X X 1000020925 05/0112014 051011201E EACHOCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5�000 Off 0 1-1-1-DED1 -1RETENRON$d-I ------- $ WORKERS COMPENSATION WA Stop Gap: T Y LIMITS L _LPMC STATO �DEX I % JOTH AND EMPLOYERS'LIABILITY ER A ANY PROPRIETORIPARTNER)EXECUTIVE YIN L Nj TB2Z91454734104 5/01/201410510112016 L L EACH ACCIDENT $1,000,000 OFFICERMEMBER EXCLUDED' NIA Mandalo,r in Na F I DISEASEMPI E LOYE1: 090:000 if yes,describe tinder 11C, DESCRIPTION OF OPERATIONS below E L DDISEASE POI EA EMPLOYEE LIMIT ..T ,'006 000 -* just Floater QT6605C528273TII-114 5101 i20 14 0510112014 $1 000,0001$1,000 ded. * Contr. Pollution 03083387 51011:2014 05/01/201� $2:000,000/$2,500 clod. E i Excess Liability SE14EXC74E 5101/2014 051011201 $9,000,000(X of$5MM) DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Sidr.d.t.,it more rp,,o,is required) RE: 10-3003-Kendview Sanitary Sewer Interceptor project City of Kent is included as an additional insured per the attached forms anchor endorsements. CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE IT,1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 oil The ACORD name and logo are registered marks of ACORD #S1449861IM1393531 SXHOO This page has been left blank intentionally. Scarsella Bras_,Inc . Policy Number T132Z91454734104 Issued by liberty Mutual Fire Ins.Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non-Owned Watercraft Extension Item 3. Damage To Premises Rented To You -Expanded Coverage Item 4. Bodily Injury To Co-Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Item 7. Notice Of Occurrence Item 8. Unintentional Errors And Omissions Item 9. Bodily Injury Redefinition Item 10. Supplementary Payments—Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefinition Item 13. Newly Formed Or Acquired Entities Item 14. Blanket Additional Insured Where Required By Written Contract Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees,Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 15. Blanket Additional Insured —Grantors Of Permits Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 17. Other Insurance Amendment Item 18. Contractual Liability -Railroads Item 1. Reasonable Force Exclusion a. of Section I - Coverage A- Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage' expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or 'property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non-Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 1 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarse0a Bros.,In... TB2z91454734104 (a) Less than 55 feet long, and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You -Expanded Coverage A. The final paragraph of 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III -Limits Of Insurance. B. Paragraph 6. of Section III—Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of"insured contract' in Section V—Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract'. D. The paragraph immediately following Paragraph (6) of exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to 'property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits of Insurance. Item 4. Bodily Injury To Co-Employees A. Paragraph 2. of Section 11 -Who Is An Insured is amended to include: Each of the following is also an insured: Your supervisory or management "employees" (other than either your "executive officers" (if you are an organization other than a partnership,joint venture or limited liability company) or your managers (if you are a limited liability company)) are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to"bodily injury": (1) To you, (2) To your partners or members (if you are a partnership or joint venture), LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 2 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Bros.,Inc 1B2Z91454734104 (3) To your members (if you are a limited liability company), or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership,joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business for a Good Samaritan Act that results in "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). A Good Samaritan Act means an attempt to rescue or aid a person in imminent or serious peril, provided the attempt is not recklessly made. However, none of these "employees' (including supervisory or management "employees') or "volunteer workers"are insureds for the providing or failure to provide professional health care services. B. The insurance provided by this Item 4. will not apply if the injured person's sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other-Insurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraphs 2.a.(1)(a) and (d) of Section II -Who Is An Insured do not apply to"bodily injury" or"personal and advertising injury" arising out of the providing of or failure to provide professional health care services by any "employee" or"volunteer'of the Named Insured who is a "designated health care provider" if the"bodily injury" or"personal and advertising injury" occurs in the course and scope of the "designated health care provider's" employment by the Named Insured. B. With respect to "employees"and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability: This insurance does not apply to: (1) Liability assumed under an "insured contract"or any other contract or agreement, (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics, (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or LC 04 43 05 12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. scarseila Bros-Inc TB2Z91454734104 (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V-Definitions: "Designated health care provider" means any "employee" or "volunteer worker' of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Otherinsurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Knowledge of an 'occurrence" by your agent, servant or "employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee' or other third party designated by you to notify us of 'occurrences" has knowledge of the"occurrence". Item 7. Notice Of Occurrence For purposes of Paragraph 2.a. of Section IV - Conditions, you refers to an "executive officer' of the Named Insured or to the"employee"designated by the insured to give us notice. Item 8. Unintentional Errors And Omissions Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non- renewal. Item 9. Bodily Injury Redefinition The definition of"bodily injury" in Section V- Definitions is replaced by the following: "Bodily injury"means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments - Increased Limits Paragraphs 1.b. and 1.d. of Section I - Supplementary Payments - Coverages A And B, are replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit' including substantiated loss of earnings up to$500 a day because of time off from work. LC 04 43 05 12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 4 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarse0a Bros.,Inc TB2Z91454134104 Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of exclusion I. of Section I —Coverage A— Bodily Injury and Property Damage Liability only apply to: 1. "Property damage"to borrowed equipment, or 2. 'Property damage'to property in your care, custody and control while in transit. B. This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A., above is: $10,000 Each Occurrence Limit $25,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one 'occurrence" regardless of the number of persons or organizations who sustain damage because of that occurrence". The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. Item 12. Mobile Equipment Redefinition The definition of"Mobile Equipment" in Section V—Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road Maintenance, but not construction or resurfacing; or (3) Street cleaning. Item 13. Newly Formed Or Acquired Entities Paragraph 3. of Section 11—Who Is An Insured is replaced by the following: 3. Any organization, other than a partnership or joint venture, you newly acquire or form and over which you maintain majority ownership or majority interest will qualify as a Named Insured if there is no other similar insurance available to that organization. a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period, whichever is earlier. b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 5 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarseb Bros.,Inc. TB2Z91454734104 c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. Item 14. Blanket Additional Insured Where Required By Written Contract Paragraph 2. of Section II -Who Is An Insured is amended to add the following: e. Additional Insured by Written Contract or Written Agreement The following are insureds under the policy when you have agreed in a written contract or written agreement to provide them coverage as additional insureds under your policy: (1) Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). (2) Managers or Lessors of Premises: Any manager or lessor of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent acts or omissions of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to: (a) Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land, or (b) Any premises for which coverage is excluded by endorsement. (3) Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. (4) Owners, Lessees or Contractors: any person(s) or organization(s) to whom you are obligated by a written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury' caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to"bodily injury", "property damage", or"personal and advertising injury" arising out of"your work"included in the"products-completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your acts or omissions or the acts or omissions of your"employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. LC 04 43 05 12 ©2012 Liberty Mutual Insurance. All rights reserved. Page 6 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Bros,Inc TB27.91454734104 If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. (5) Architects, Engineers or Surveyors: any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In connection with your premises; or (b) In the performance of your ongoing operations. This insurance does not apply to"bodily injury", "property damage"or"personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. (6) Any Person or Organization Other Than a Joint Venture:Any person or organization (other than a joint venture of which you are a member) for whom you are obligated by a written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations; or (b) In connection with premises owned by you. This insurance does not apply to: 1. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; 2. Any person or organization whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, specification or the performance of any other professional services by such person or organization; or 3. Any person or organization more specifically covered in Paragraphs e.(1) through (5) above. The insurance afforded to any person or organization as an insured under this Paragraph 2.e.: (1) Applies only to coverage and minimum limits of insurance required by the written agreement or written contract, but in no event exceeds either the scope of coverage or the limits of insurance provided by this policy, LC 04 43 05 12 C 2012 Liberty Mutual Insurance. All rights reserved. Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsela Bros.,Inc. TB2Z91454134104 (2) Does not apply to any person or organization for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this policy applies to that person or organization with regard to the "bodily injury', "property damage"or"personal and advertising injury", (3) Applies only if the "bodily injury" or "property damage" occurs, or offense giving rise to 'personal and advertising injury" is committed, subsequent to the execution of the written agreement; and (4) Applies only if the written agreement is in effect at the time the "bodily injury"or"property damage"occurs, or at the time the offense giving rise to the"personal and advertising injury" is committed. Item 15. Blanket Additional Insured —Grantors Of Permits Paragraph 2. of Section If -Who Is An Insured is amended to add the following: Any state, municipality or political subdivision with respect to any operations performed by you or on your behalf, or in connection with premises you own, rent or control and to which this insurance applies, for which the state, municipality or political subdivision has issued a permit. However, this insurance does not apply to: 1. "Bodily injury", "property damage" or"personal and advertising injury' arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products-completed operations hazard", except when required by written contract or agreement initiated prior to loss; or 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or"your work" included in the "products-completed operations hazard"that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or"property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. Item 17. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will govern. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same "occurrence", claim or"suit". Item 18. Contractual Liability—Railroads Paragraph 9. of Section V- Definitions is replaced by the following: 9. "Insured Contract"means: LC 04 43 05 12 cO 2012 Liberty Mutual Insurance.All rights reserved. Page 8 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Scarsella Ems_Inc. TB2Z91454734104 a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnities any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an"insured contract"; b. A sidetrack agreement, c. Any easement or license agreement, d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. LC 04 43 05 12 CO 2012 Liberty Mutual Insurance.All rights reserved. Page 9 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. Policy Number As2Z91454734034 Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations it. Employees as Insureds III. Lessor-Additional Insured and Loss Payee IV. Supplementary Payments- Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto Vill. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible-Single Deductible XI. Physical Damage Deductible- Glass XIL Physical Damage Deductible-Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage- Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVI I. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage- Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words you and your also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization, B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier, and C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 07 13 C�7 2013 Liberty Mutual Insurance. All rights reserved. Page 1 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2Z91454734034 Issued by II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION II - LIABILITY COVERAGE is amended to add: Your "employee' is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR -ADDITIONAL INSURED AND LOSS PAYEE A. Any "leased auto' will be considered an "auto" you own and not an "auto' you hire or borrow. The coverages provided under this section apply to any "leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the 'leased auto"whichever occurs first. B. For any 'leased auto' that is a covered "auto" under SECTION II - LIABILITY COVERAGE, Paragraph AA Who Is An Insured provision is changed to include as an "insured" the lessor of the 'leased auto". However, the lessor is an "insured"only for"bodily injury" or"property damage" resulting from the acts or omissions by: 1. You. 2. Any of your"employees'or agents; or 3. Any person, except the lessor or any "employee" or agent of the lessor, operating a 'leased auto" with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the"leased auto'for"loss" to the covered 'leased auto'. 2. The insurance covers the interest of the lessor of the 'leased auto' unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto', we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto' which you lease for a period of six months or longer for use in your business, including any"temporary substitute"of such 'leased auto". AC 84 07 07 13 Oc 2013 Liberty Mutual Insurance. All rights reserved. Page 2 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2Z91454734034 Issued by "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, "loss"or destruction. IV. SUPPLEMENTARY PAYMENTS- INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including the actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION 11 -LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION 11 - LIABILITY COVERAGE for a covered "auto" is amended to add: This exclusion does not apply to"property damage" or"covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to$50 per day and to a maximum limit of$1,000. B. Paragraph AA.a. of SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. Vill. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III- PHYSICAL DAMAGE COVERAGE is amended to add: This exclusion does not apply to the accidental discharge of an airbag. AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 3 of 11 Includes copyrighted material of Insurance Services Office, Inc.. with its permission. Policy Number AS2z91454734034 Issued by IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a, of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: (1) Are your property or that of a family member, and (2) Are in a covered "auto" at the time of"loss". The most we will pay for "loss' is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to"loss"caused by fire or lightning. When two or more covered "autos' sustain 'loss' in the same collision, the total of all the"loss'for all the involved covered "autos' will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE -GLASS Paragraph D. in SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add: No deductible applies to"loss'to glass if you elect to patch or repair it rather than replace it. XIL PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any 'loss' caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUITOR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of "accident", claim, "suit' or "loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident', claim, "suit' or "loss". Such notice must include: (1) How, when and where the"accident'or"loss"occurred: AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 4 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2Z91454734034 Issued by (2) The"insured's" name and address, and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the"accident", claim, "suit"or"loss"from your agent, servant or"employee b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's"own cost. (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or"suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the"suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery XV. WORLDWIDE LIABILITY COVERAGE- HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to include the following: For"accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or "suit" is brought against an "insured" outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or"suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit"and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. AC 84 07 07 13 O 2013 Liberty Mutual Insurance. All rights reserved. Page 5 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2Z01454734034 Issued by b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for 'loss under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto' with other property of like kind and quality; or b. The actual cash value of such covered"auto'at the time of the 'loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total loss". 3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B. For each covered "auto', our obligation to pay for, repair, return or replace the covered "auto' will be reduced by any deductible shown in the Declarations that applies to private passenger "autos' that you own. If no applicable deductible is shown in the Declarations, the deductible will be$250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph A.4.b. of SECTION III -PHYSICAL DAMAGE COVERAGE is replaced by: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto", (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered"auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". AC 84 07 07 13 ©2013 Liberty Mutual Insurance. All rights reserved. Page 6 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number As2Z91454734034 Issued by However, the most we will pay under this coverage is $30 per day, subject to a maximum of$900. XVII. AUTO MEDICAL PAYMENTS COVERAGE -INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE- BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement- B. SECTION II - LIABILITY COVERAGE is amended as follows: 1. Any "auto' you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: a. Any"auto"owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any"auto" owned by that individual or by any"family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any"auto" owned by that individual or by any member of his or her household; or AC 84 07 07 13 CO 2013 Liberty Mutual Insurance.All rights reserved. Page 7 of 11 III Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto', or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred, or 2. $30 per day with a maximum of$900 in anyone period. D. This coverage does not apply: 1. While there are spare or reserve "autos"available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX. NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: AC 84 07 07 13 ©2013 Liberty Mutual Insurance.All rights reserved. Page 8 of 11 '..... Includes copyrighted material of Insurance Services Office, Inc., '..... with its permission. Policy Number As2Z914e4734034 Issued by (1) 60 days; (2) The number of days shown in the Cancellation and Non-renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE i The following is added to Paragraph C. Limit of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss' to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto', less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: I a. Overdue lease/loan payments at the time of the"loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of$1500 for each covered"auto'. XXII. LIMITED MEXICO COVERAGE I WARNING i AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY- NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. AC 84 07 07 13 O 2013 Liberty Mutual Insurance.All rights reserved Page 9 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2z91454734034 Issued by A. Coverage 1. Paragraph B.7. of SECTION IV- BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or"loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV- BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such "loss"at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any"insured"who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 07 13 C0 2013 Liberty Mutual Insurance. All rights reserved. Page 10 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number AS2Z91454734034 Issued by Schedule Premium Liability Physical Damage Total Premium V. Fellow Employee Schedule of Employees: "i XVIII. Drive Other Car LIAR MP UM UIM COMP COLL Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days 177 AC 84 07 07 13 O 2013 Liberty Mutual Insurance. All rights reserved. Page 11 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. AS2291454734034 Scarsella Bros., Inc. POLICY NUMBER: COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or orgenization(s) who are "insureds"for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s) Or Organ ization(a): Any person or organization where the named insured has agreed by written contract to include such person or organization as a designated insured Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section 11 — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. * Starr Indemnity & (Liability Company Dallas, TX 1-866-519-2522 Waiver of Transfer of Rights of Recovery Against Others to Us Policy Number: 1000020925 Effective Date: 05/01/2014 at 12:01 A.M. Named Insured: SCARSELLA BROS., INC. SCHEDULE Name Of Person Or Organization: All as required by written contract. SECTION IV. CONDITIONS, condition K. Transfer of Rights of Recovery Against Others to Us is amended to include the following: We waive any right of recovery we may have against the person or organization shown in the Schedule of this endorsement because of payments we make for injury or damage arising out of your ongoing operations or your work done under a contract with that person or organization and included in the products-completed operations hazard. This waiver applies only to the person or organization shown in the Schedule of this endorsement. All other terms and conditions of this Policy remain unchanged. XS -233 (10/08) Page 1 of 2 Copyright O C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. Includes copyrighted material of 150 Properties, Inc.,used with its permission. * Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 Signed for the Company as of the Effective Date above: Charles H. Dancdeto, President Nehemiah E. Ginsburg, Genera ounsel XS -233 (101O8) Page 2 of 2 Copyright O C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. Includes copyrighted material of 150 Properties, Inc., used with its permission. * Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. {ether Insurance ® Primary and Noncontributory for Additional Insured Policy Number: 1000020925 Effective Date: 05/01/2014 at 12:01 A.M. Named Insured: SCARSELLA BROS., INC. This endorsement modifies insurance provided under the following: EXCESS LIABILITY POLICY FORM A. Sub-paragraph 3, of item I. Other Insurance under SECTION IV. CONDITIONS is replaced with the following: 3. Insurance held by a person(s)or organizations(s) qualifying as an additional insured in "Underlying Insurance", but only when the written contract or agreement between you and the additional insured: a. Requires a specific limit of insurance than is in excess of the Underlying Limits of Insurance; b. Requires that your insurance be primary and not contribute with that of the additional insured; and c. Executed prior to the loss. In such case as described in sub-paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts payable under this insurance. All other terms,definitions,conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: CH. angelo, President Nehemiah E. Ginsburg, General ounsel XS -373 (04-11) Page 1 of 1 Copyright C7 C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. '... Includes copyrighted material of 180 Properties, Inc., used with its permission EXCESS LIABILITY POLICY FORM Various provisions in this Policy restrict coverage. Read the entire Policy carefully to determine rights, duties and what is and is not covered. Throughout this Policy, the words you and your refer to the Named Insured as shown in ITEM 1. of the Declarations. The words we, us and our refer to the Company shown in the Declaration providing this insurance. The word Insured means the Named Insured and any person or organization qualifying as an Insured in the First Underlying Insurance Policy(ies), but only to the extent to which such person(s) or organization(s) qualify as an Insured in the First Underlying Insurance Policy(ies) at the inception date of this Policy. Newly acquired or formed organizations must comply with SECTION IV. CONDITIONS, D. Changes in order to qualify for coverage. Words and phrases that appear in quotation marks have special meaning. Refer to SECTION 111. DEFINITIONS, or to the specific section, of this Policy where such words appear. SECTION I. COVERAGE A. We will pay on behalf of the Insured, the "Ultimate Net Loss" in excess of the "Underlying Insurance" as shown in ITEM 5. of the Declarations, that the Insured becomes legally obligated to pay for loss or damage to which this insurance applies and that takes place in the Coverage Territory. Except for the terms, definitions, conditions and exclusions of this Policy, the coverage provided by this Policy shall follow the terms, definitions, conditions and exclusions of the applicable First Underlying Insurance Policy(ies) shown in ITEM S.A. of the Declarations. B. Regardless of any other warranties, terms, conditions, exclusions or limitations of this Policy, if any applicable Underlying Insurance Policy(ies) does not cover "Ultimate Net Loss" for reasons other than exhaustion of its limit of liability by payment of claims or suits, then this Policy will not cover such"Ultimate Net Loss". C. The amount we will pay for the "Ultimate Net Loss" is limited as described in SECTION H. LIMITS OF INSURANCE, SECTION II.LIMITS OF INSURANCE A. The Limits of Insurance shown in the Declarations and the rules below describe the most we will pay regardless of the number of: 1. Insureds; 2. Claims made or suits brought; or 3. Persons or organizations making claims or bringing suits. B. The Limits of Insurance of this Policy will apply as follows: 1. This Policy applies only in excess of the "Underlying Insurance" scheduled in ITEM 5. of the Declarations. 2. If our Limits of Insurance stated in ITEM 4. of the Declarations are less than the total Limits of Insurance stated in ITEM 4. of the Declarations, then our Limits of Insurance shall be that proportion of the "Ultimate Net Loss"to which our Limits of Insurance apply to the total Limits of Insurance stated in ITEM 4. of the Declarations and apply only in excess of the total Limits of "Underlying Insurance" scheduled in ITEM 5.of the Declarations, XS - 100 (10108) Page 3 of 10 Copyright O C.V.Starr&Company and Starr Indemnity&Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. i KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS 1-1 1-01 Definitions and Terms.........................................................1-1 1-02 Bid Procedures and Conditions.............................................1-2 1-03 Award and Execution of Contract..........................................1-5 1-04 Scope of the Work ........................... 1-05 Control of Work........--.....................................................1-8 1-06 Control of Material ........................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public.................. 1-19 1-08 Prosecution and Progress .................................................. 1-24 1-09 Measurement and Payment ...........:................................... 1-28 j 1-10 Temporary Traffic Control ................................................. 1-30 DIVISION 2 EARTHWORK.............................................................2-1 2-02 Removal of Structures and Obstructions................................2-1 2-03 Roadway Excavation and Embankment .................................2-4 2-06 Subgrade Preparation.........................................................2-4 2-07 Watering ..........................................................................2-5 2-12 Construction Geosynthetic...................................................2-5 DIVISION 4 BASES.......................................................................4-1 4-03 Gravel Borrow ...............--...............................................4-1 4-04 Ballast and Crushed Surfacing .............................................4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .................5-1 5-04 Hot Mix Asphalt .................................................................5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS..................7-1 7-02 Culverts ...........................................................................7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells—...............I......7-1 7-08 General Pipe Installation Requirements .................................7-5 7-17 Sanitary Sewers .............................................................. 7-11 7-18 Side Sewers.................................................................... 7-15 7-20 Maintain and Restore Existing Water System ....................... 7-16 DIVISION 8 MISCELLANEOUS CONSTRUCTION ............................8-1 8-01 Erosion Control and Water Pollution Control...........................8-1 8-02 Roadside Restoration..........................................................8-9 8-03 Irrigation Systems ........................................................... 8-10 8-12 Chain Link Fence and Wire Fence ....................................... 8-10 8-13 Monument Cases ............................................................. 8-11 8-22 Pavement Marking ........................................................... 8-11 Kentview Sanitary Sewer Interceptor/Langholz June 4, 2014 Project Number: 10-3003 i KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION S MISCELLANEOUS CONSTRUCTION 8-28 Pothole Utilities ............................................................... 8-13 8-30 Project Signs................................................................... 8-13 8-33 Monitoring Well Abandonment ........................................... 8-14 DIVISION 9 MATERIALS...............................................................9-1 9-03 Aggregates .......................................................................9-1 9-14 Erosion Control and Roadside Planting ..................................9-2 I KENT STANDARD PLANS .................................................................. A-1 WSDOT STANDARD PLANS............................................................... A-2 GEOTECHNICAL REPORT AND SUPPLEMENTAL GROUNDWATER DATA ............................................................................................... A-3 TRAFFIC CONTROL PLAN ................................................................. A-4 CONNECTION TO AN EXISTING WATER MAIN.................................. A-5 PREVAILING WAGE RATES............................................................... A-E I I I i I Kentview Sanitary Sewer Interceptor/Langholz June 4, 2014 Project Number: 10-3003 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specification to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION i ® GENERAL REOl9IREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED OYADDING THE FOLLOWING. 1-01.1 General When these Kent Special Provisions make reference to a `Section," for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet I SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: Kentview Sanitary Sewer Interceptor/Langholz 1 - 1 June 4, 2014 Project Number: 10-3003 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, I, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated into the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 RID PROCEDURES ,AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-02.1 Qualification of Bidders I Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). Kentview Sanitary Sewer Interceptor/Langholz 1 - 2 June 4, 2014 Project Number: 10-3003 i I i SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City of Kent upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Kentvlew Sanitary Sewer Interceptor/Langholz 1 - 3 June 4, 2014 Project Number: 10-3003 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. I The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLYAPPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals i a. The bidder is not prequalified when so required. Kentview Sanitary Sewer InterceptorfLangholz 1 - 4 June 4, 2014 1 Project Number: 10-3003 I i SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: I 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BYINSERTING THE FOLLOWING PARAGRAPH j AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING., 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-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 City. Kentview Sanitary Sewer Interceptor/Langholz 1 - 5 June 4, 2014 Project Number: 10-3003 No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BYADDING THE FOLLOWING TO THE FIRST PARAGRAPH. 1-03.4 Contract Bond 5. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee period. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING. 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BYADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPHAND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda i 1. Change Orders 2. The Contract Agreement 1 Kent Special Provisions 4. Contract Plans Kentview Sanitary Sewer Interceptor/Langholz 1 - 6 June 4, 2014 Project Number: 10-3003 i 4 t 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING. 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING, 1-04.9 Use of Private Properties Staging and storage locations are part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor will obtain those permits before putting the site to its intended use. Kentview Sanitary Sewer Interceptor/langholz 1 - 7 June 4, 2014 Project Number: 10-3003 Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. Potential locations for a staging and storage area are shown on the plans. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein.Should the Contractor choose not to use the City- provided staging and storage area(s); the Contractor may pursue a different location. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. All costs associated with the use of the City-provided site are included in the individual bid items. Should the Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS: 1-05.4 Conformity With and Deviations From plans and Stakes Kentview Sanitary Sewer Interceptor/Langholz 1 - 8 June 4, 2014 Project Number: 10-3003 DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS. 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(7) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes j measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work loadfor the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.4 of the Kent Special Provisions. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150Jhr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade, will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can Kentview Sanitary Sewer InterceptorfLangholz 1 - 9 June 4, 2014 Project Number: 10-3003 provide other satisfactory substantiating evidence to prove the errorwas caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 1 Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Vacant 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessityto preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or"down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. Kentview Sanitary Sewer Interceptor/Langholz I - 10 June 4, 2014 Project Number: 10-3003 1-0505(5) Staking Services j I Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: I 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at SO-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work, One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and back-fill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase, In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7, Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline j grade hubs will be set for each course, at not less than 25 foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to SO-foot stations as required. Kentview Sanitary Sewer InterceptorfLangholz 1 - 11 June 4, 2014 Project Number: 10-3003 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. i-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-O5.8 City's Right to Correct Defective and Unauthorized Work I 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, the Engineer may correct and remedy that work as may be identified in the written Kentview Sanitary Sewer Interceptor/Langholz 1 - 12 June 4, 2014 Project Number: 10-3003 notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. 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 the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor j failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, 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 City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.10 Guarantees The Contractor shall be available approximately sixty (60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of the city facilities, the work necessary to correct the items listed. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11(1) Substantial Completion 0ate When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: Kentview Sanitary Sewer Interceptor/Langholz 1 - 13 ]une 4, 2014 Project Number: 10-3003 1. The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical 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. However, 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, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer 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, if necessary, 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 all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all Kentvlew Sanitary Sewer Interceptor/Langholz 1 - 14 June 4, 2014 Project Number: 10-3003 costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, 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 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 City 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 of signal systems, building 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. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that 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 various contract bid item prices unless specifically set forth otherwise in the contract. 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. i Kentview Sanitary Sewer Interceptor/Langholz 1 - 15 June 4, 2014 Project Number: 10-3003 SECTION 1-05.13 IS REMISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval, SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power 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 or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. Kentview Sanitary Sewer Interceptor/Langholz 1 - 16 June 4, 2014 Project Number: 10-3003 1-06 CONTROL OF MATERIAL i SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonable foreseeable delay. Kentview Sanitary Sewer Interceptor/Langholz 1 - 17 June 4, 2014 Project Number: 10-3003 1-06.6(3) Shop Drawings, Product Data and samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers: 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assemblyor system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. I The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. Kentview Sanitary Sewer Interceptor/Langholz 1 - 18 June 4, 2014 Project Number: 10-3003 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or j required items not shown in the partial submission. No resubmission is required. j 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply• The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120, For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. Kentview Sanitary Sewer Interceptor/Langholz 1 - 19 June 4, 2014 Project Number: 10-3003 SECTX®AI 1-07.2 Xs DELETED AND REPLACED WITH THE EDLL®WXNG: 1-07.2 state Taxes 1-07.2(i) General j The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City 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 bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) 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 they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax 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(3) state sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair 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; sewers and sewage disposal systems unless those 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 the street or road lighting system; and installing or attaching of any article of Kentview Sanitary Sewer Interceptor/Langholz 1 - 20 June 4, 2014 Project Number: 10-3003 tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City 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. i Exception: The City 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(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: 1. Shoreline Permit 2. Ecology's Construction Stormwater General Permit 3. SEPA Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City of Kent in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Kentview Sanitary Sewer Interceptor/Langholz 1 - 21 June 4, 2014 Project Number: 10-3003 Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13'(.3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent,work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH. 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified j in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- Kentview Sanitary Sewer Interceptor/Langholz 1 - 22 June 4, 2014 Project Number: 10-3003 i i marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. I 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Centuryl-ink Comcast Tonna Baruso Jerry Steele (253) 372-5360 (206) 391-1763 (206) 387-3263 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (206) 276-3635 (cell) (425) 766-1740 SECTION 1-07.16' IS DELETED AND REPLACED WITH THE FOLLOWING. 1-07.16 Public Liability and Property Damage Insurance I Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-07.24 Rights of Way j Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for j use of private property are made. Kentvlew Sanitary Sewer Interceptor/Langholz 1 - 23 June 4, 2014 Project Number: 10-3003 SECTION l-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. i 1-08 PROSECUTION AND PROGRESS I SECTION .1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION, i 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction meeting 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 verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. Kentview Sanitary Sewer InterceptorfLangholz 1 - 24 June 4, 2014 Project Number: 10-3003 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence 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 working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. 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. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8- hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. I Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Kentview Sanitary Sewer Interceptor/Langholz 1 - 25 June 4, 2014 Project Number: 10-3003 Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1. If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(8) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. i Kentview Sanitary Sewer Interceptor/Langholz 1 - 26 June 4, 2014 Project Number: 10-3003 i The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED 8Y DELETING THE THIRD PARAGRAPH AND I REPLACING WITH THE FOLLOWING: I 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. The Contract will be considered substantially complete when the sewer main, side sewer and manholes have been installed, inspected and tested, the backfill complete, the private water system restored and restoration is complete. SECTION 1-08.6 IS REVISED 8Y DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. i Kentview Sanitary Sewer Interceptor/Langholz 1 - 27 June 4, 2014 Project Number: 10-3003 SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH .3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request, To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1. ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1, Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(z) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING; 1-09,2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be j recorded on the ticket. Kentview Sanitary Sewer InterceptorfLangholz 1 - 28 June 4, 2014 Project Number: 10-3003 i 6. Weighman's identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10, Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(.3) IS DELETED AND REPLACED WITH THE FOLLOWING: I 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. i i Kentview Sanitary Sewer Interceptor/Langholz 1 - 29 June 4, 2014 Project Number: 10-3003 It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING, 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BYADDING THE FOLLOWING. 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 Kent0ew Sanitary Sewer Interceptor/Langholz 1 - 30 June 4, 2014 Project Number: 10-3003 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of Class B signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED OYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: I 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Kentview Sanitary Sewer InterceptorfLangholz 1 - 31 June 4, 2014 Project Number: 10-3003 i Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" j shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sian (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1- 10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. i When traffic control bid items are included in the bid proposal, payment i is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. Kentview Sanitary Sewer Interceptor/Langholz 1 - 32 June 4, 2014 Project Number: 10-3003 2. A detour provided in the plans or approved by the City`s Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the j detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. i Kentview Sanitary Sewer InterceptorjLangholz 1 - 33 June 4, 2014 Project Number: 10-3003 DIVISION 2 ® EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description i i This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: None known All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. Kentview Sanitary Sewer InterceptorJtangholz 2 - 1 June 4, 2014 Project Number: 10-3003 i i 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Sewer Pipe and Manholes The Contractor shall remove existing sanitary sewer pipe and manholes where shown on the plans. Manholes structures shall be completely removed. Openings in remaining manholes from removed pipes shall be plugged where specified. For existing manhole #C56 and the adjoining pipe near the Kentview Pump Station, the excavation shall be inspected. Undesirable underground features such as abandoned utilities, animal burrows, buried logs, debris, or otherwise unsuitable material or potential seepage paths should be removed or intercepted as directed by the Engineer. Backfill should be placed only after inspection of the trench by the Engineer. Backfill should be placed and compacted as specified in 7-08.3(3). Native material shall be used for Backfill. SECTION 2-02.5 IS SUPPLEMENTED BYADDING THE FOLLOWING. 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: pr (Encountered thickness - 6 inches) x unit bid es= 6 inches ice compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: Kentview Sanitary Sewer Interceptor/Langholz 2 - 2 June 4, 2014 Project Number: 10-3003 (8 - 6) x $6 0 = $0.67JSY in addition to the unit price. No other compensation shall be allowed. The unit contract price per lineal foot for `Remove Existing Sanitary Sewer Pioe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing sanitary sewer pipe as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling and compaction. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal of the entire structure, disposal, backfilling, and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid price =6inches additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00j1-F then its additional compensation for the extra thickness would be: (8 - 6) x `600 = $0.67J1-F in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The j costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. i The lump sum contract price for "Remove. Salvage and Reinstall Existing Private Sign" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove the existing sign at approximately Station 30+95, 5 ft Rt, salvage and store Kentview Sanitary Sewer Interceptor/Langholz 2 - 3 June 4, 2014 Project Number: 10-3003 the sign in a safe place and reinstall the sign after construction of the sewer in the vicinity of the sign. Also included are new posts, fasteners and any other materials necessary to reinstall the sign. The lump sum contract price for "Relocate Existing Sheds" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to move the shed to the new location shown on the plans. Also inlcuded are any new materials needed to reestablish the foundations, a gravel pad and restoration. 2-03 ROADWAY EXCAVATION AND EMBANKMENT i SECTION 2-0.3.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(24)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUOPRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2- 03.3(14)C, Method 6 except ASTM D-1557 shall determine the maximum density. Kentview Sanitary Sewer Interceptor/Langholz 2 - 4 June 4, 2014 Project Number: 10-3003 SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: I 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTMETIC SECTION 2-12.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-12.1 Description I This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. Kentview Sanitary Sewer InterceptorJLangholz 2 - S June 4, 2014 Project Number: 10-3003 SECTION 2-12.2 IS SUPPLEMENTED EYADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. Kentview Sanitary Sewer InterceptorJLangholz 2 - 6 June 4, 2014 Project Number: 10-3003 DIVISION 4 ® RAISES i DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: I 4-03 GRAVEL BORROW j 4-03.1 Description i This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4- 04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. I Kentview Sanitary Sewer Interceptor/Langholz 4 - 1 June 4, 2014 Project Number: 10-3003 I I 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(.5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. III I Kentview Sanitary Sewer Interceptor/Langholz 4 - 2 June 4, 2014 Project Number: 10-3003 i DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities (except manhole vacuum testing) have been completed. Manhole vacuum testing shall be accomplished following adjustments to finished grade. i Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING. 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1. Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, Kentview Sanitary Sewer InterceptorfLangholz 5 - 1 June 4, 2014 Project Number: 10-3003 i however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. i SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 5-04.3(9) Spreading and Finishing Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1 1J2 inch. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)0 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no I greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 Kentview Sanitary Sewer Interceptor/Langholz 5 - 2 June 4, 2014 Project Number: 10-3003 I percent of the maximum density determined by WSDOT Test Method 705). HMA Class 3/8 Inch PG 64-22 preleveling mix shall be compacted to 92 percent of the maximum density. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. I SECTION 5-04.3(12) IS SUPPLEMENTED EYADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS. 5-04.3(21) 'Temporary Pavement Temporary pavement including trench patches shall be installed where ! specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Kentview Sanitary Sewer Interceptor/Langholz 5 - 3 June 4, 2014 Project Number: 10-3003 Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. "Hot Plant Mix for Temporary Pavement Patch "Cold Plant Mix for Temporary Pavement Patch" The unit contract price per ton for the above items shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold or Hot Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. 5ECT.IONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction i I i Kentview Sanitary Sewer InterceptorjLangholz 5 - 4 June 4, 2014 Project Number: 10-3003 ! DIVISION 7 ® DRAINAGE STRUCTURES, STORM SE9ndERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-02 CULVERTS SECTION 7-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-02.2 Materials Pipe material for culverts shall be in accordance with Section 9-05.13 of the Standard Specifications for Ductile Iron Pipe Class 50 except that the pipe may be unlined or lined. SECTION 7-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-02.5 Payment The unit contract price per lineal foot for "Culvert Pipe, 8 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling; backfill and compaction (when native material is to be used), surface restoration, removal of existing culvert and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES INLETS CATCH BASINS AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and Kentview Sanitary Sewer Interceptor/Langholz 7 - 1 June 4, 2014 Project Number: 10-3003 pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. Kentview Sanitary Sewer Interceptor(Langholz 7 - 2 June 4, 2014 Project Number: 10-3003 i i No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-0S.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure backfilled in accordance with Section 7-08.3(3) of the Kent Special Provisions and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. Kentview Sanitary Sewer Interceptor/Langholz 7 - 3 June 4, 2014 Project Number: 10-3003 SECTION 7-0.5.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. I NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05,5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Manhole 12 Feet to 20 Feet, Type 148 Inch Diameter" "Manhole Over 20 Feet Type 1 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to provide and install the sanitary sewer manhole to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, dewatering, installing the manhole, connecting new or existing pipes, backfilling, compacting, concrete pad and surface restoration. The unit contract price per each for "Abandon Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to concrete plugging any remaining pipes, backfilling, and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Kentview Sanitary Sewer Interceptor/Langholz 7 - 4 June 4, 2014 Project Number: 10-3003 The unit contract price per each for "Manhole Frame and Locking Cover" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Connection to Existing Manhole" constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to connect new pipes to existing sanitary sewer manholes as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, coring manhole, rechanneling base, Kor-N-Seal boot, backfilling, compacting, and surface restoration. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: i Hat Mix Asphalt ........................................ 5-04.2 Culverts .................................................. 7-02.2 Manholes, Inlets and Catch Basins............... 7-05.2 Sanitary Sewer......................................... 7-17.2 Side Sewers............................................. 7-18.2 Crushed Surfacing .................................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding........... 9-03.12(3) Gravel Borrow .......................................... 9-03.14(1) Foundation Material................................... 9-03.17 I i Kentview Sanitary Sewer Interceptor/Langliolz 7 - 5 June 4, 2014 Project Number: 10-3003 1 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE E®LLOWZNG. 7-08.3(1)A Trenches The Contractor shall provide all required submittals for trench i dewatering ten (10) days prior to start of construction of trench excavation for approval by the Engineer. i The dewatering submittal by the contractor shall include a detailed plan and time table for installation, operation and removal for dewatering. The submittal shall also include pipe type for well points, discharge pipe system, type of pumping equipment to be used, temporary power source for pump system, and water discharge calculations. The water table elevations at four monitoring wells are shown in the Geotechnical Report in Appendix A-3 and on the plans. The report supplement compares levels for two dates in 2012 and one in 2013. Several of the levels are above the pipe invert. Additional water levels may be obtained prior to construction. The Contractor shall design and construct the dewater system to draw the water down two (2) feet below the invert of the new sewer main. If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. Kentview Sanitary Sewer Interceptor/Langholz 7 - 6 June 4, 2014 Project Number: 10-3003 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Also see the attached Geotechnical Report in Appendix A-3. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material meeting the requirements of Section 9-03.17 of the Kent Special Provisions. SECTION 7-08.3(2)C IS SUPPLEMENTED BYADDING THE FOLLOWXNG: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1S57. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. I i Kentview Sanitary Sewer Interceptor/Langholz 7 - 7 June 4, 2014 Project Number: 10-3003 i SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)8 Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. I It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING. 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)hl Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW I SECTION. 7-08.3(2)3 Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. Kentview Sanitary Sewer Interceptor/Langholz 7 - 8 June 4, 2014 Project Number: 10-3003 i When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. i SECTION 7-08.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(3) Baekfilling 1. Open Grass Areas: Backfill the trench with native alluvium from the trench spoils. The alluvium shall be free of debris or large organic material such as tree stumps and shall be in conformance with Section 9-03.15 of the WSDOT Standard Specifications. The backfill shall be placed in 12 to 18 inch lifts at a moisture content similar to the in place moisture content and shall be uniformly compacted. If import is needed use sand as described below. 2. Settlement Sensitive Areas (driveways and pavements): Trench backfill shall be Poorly Graded Sand class (SP) under the United Soil Classification System (ASTM D 2487) with a 3/8 inch maximum particle size. Compact the backfill to at least 90% below 5 feet and to 95% within 5 feet of the finished grade. Under pavement sections, the upper 2 feet of backfill shall be Gravel Borrow in accordance with Section 9-03.14(1) of the Kent Special Provisions. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing PVC sewer pipes being abandoned and plugged shall be plugged by beveling the pipe ends and installing a standard SDR 35 PVC cap on the ends of the pipe. Pipes connected to manholes to remain shall be disconnected from the manhole prior to plugging. Also plug the opening in the manhole. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: I 7-08.3(5) Street Restoration ! ! Unless otherwise shown on the plans, street restoration shall be in j accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt Kentview Sanitary Sewer Interceptor/Langholz 7 - 9 June 4, 2014 Project Number: 10-3003 concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section, Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall j increase to a minimum of 2 inches greater than the existing section. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING- 7-08.4 Measurement Foundation material and pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLENENTED BYADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for "Foundation Material" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. Kentview Sanitary Sewer Interceptor/Langholz 7 - 10 June 4, 2014 Project Number: 10-3003 This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Sand for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the sand for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for sand for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. i The unit contract price per each for `Abandon Existing Sanitary Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing pipe as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to disconnecting the pipe from the manholes to remain, filling the pipe with sand, concrete plugging the pipe at both ends, backfilling and compaction. The contract price per force account for "Dewatering" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the dewatering system at the location on the plans and described in the specifications and as directed by the Engineer. The bid item price includes but is not limited to: installing dewatering wells, pump system, discharge pipe, dewatering operation, temporary power, monitoring discharged water quality and removal of wells. Also see Section 7-08.3(1)A of the Kent Special Provisions. The actual quantity of dewatering well points is unknown since it will be used only where needed or directed by the Engineer. The City has entered an estimated amount for force account for this item for the purpose of providing a common proposal for all bidders. 7-17 SANITARY SEWERS SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.2 Materials All sewer pipe for this project shall be solid wall PVC (Polyvinyl Chloride), SDR 35, conforming to Section 9-05.12(i) of the WSDOT Standard Specifications or ductile iron pipe, Class 52 conforming to Section 9-05.13 of the WSDOT Standard Specifications and shall be epoxy lined. All sewer pipe fittings shall be of the same materials as the pipe. i I Kentview Sanitary Sewer InterceptorfLangholz 7 - 11 June 4, 2014 Project Number: 10-3003 I i II 7-17.3 Construction Requirements SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(1) Protection of Existing Sewerage Facilities The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. I I The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)A General All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. SECTION 7-17.3(2)F IS SUPPLEMENTED 3Y ADDING THE FOLLOWING: 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air Permeable Materials i All testing shall be verified by the City Inspector. All sewer mains and appurtenances shall be air pressure tested for leakage in accordance with Section 7-17 of the WSDOT Standard Specifications as modified by the following: Procedure for Air Testing Sanitary Sewer Lines I Kentview Sanitary Sewer Interceptor/Langholz 7 - 12 June 4, 2014 Project Number: 10-3003 i I For PVC and Ductile Iron Pipe - The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. The equipment and personnel shall be subject to the approval of the Engineer. The Contractor may desire to make an air test prior to backfilling for its own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or ends of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternates, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. Immediately following pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further. Then, disconnect the air supply and wait until the pressure drops to 3.5 psig greater than the average back pressure of groundwater. The pressure shall be held to the time indicated on the attached tables. Groundwater Pressure p = 0.4332 (z) z = Distance between groundwater surface and centerline of pipe in feet. p = Average back pressure of groundwater above the centerline of the pipe in psi. If the pipe installation fails to meet these requirements, the Contractor shall determine at its own expense the source or sources of leakage, and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8-inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring. Proper precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. Kentvlew Sanitary Sewer interceptor/Langholz 7 - 13 June 4, 2014 Project Number: 10-3003 i LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 UJI w ua 50 356 396 436 476 314 554 566 544 526 LL® v 100 712 752 792 794 748 710 680 654 632 LU 150 1020 952 896 850 810 778 748 722 700 I® o-a 200 1020 968 922 884 850 820 794 770 748 Z a 250 1020 978 940 906 876 850 826 804 784 w U 300 1020 984 952 922 896 872 850 830 810 w 350 1020 990 960 916 912 890 868 850 832 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)H Television Inspection All new sanitary sewer extensions shall be TV camera inspected by the City Operations Division prior to acceptance. All construction must be completed and approved by the inspector prior to the TV inspection. All manholes shall be channeled, and grade rings set in place prior to TV inspection by the City. The casting and top grade ring, do not have to be mudded in until after the final grade is established. SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-17.3(2)1 Vacuum Testing of Sanitary Manholes All new sanitary sewer manholes shall be vacuum tested by the City Operations Division prior to acceptance to ensure it-is air-tight and not susceptible to infiltration. On projects with more than one manhole, the Contractor shall have all of the manholes ready for testing prior to scheduling the air-testing with the project inspector. Manholes will not be considered ready for testing until all grouting has been performed and the frame and cover have been grouted in place. It is the responsibility of the Contractor to ensure all manholes are ready for testing prior to scheduling the testing through the inspector. Manholes not ready for testing shall receive a failing mark and a re-test shall be scheduled through the inspector once the manhole is ready. All retests after failure shall be at the Contractor's expense. The Contractor shall bear all costs for correction of deficiencies found during the vacuum testing, including the actual or overtime costs of city crew for additional vacuum testing to verify the correction of deficiencies. Kentview Sanitary Sewer Interceptor/Langholz 7 - 14 June 4, 2014 Project Number: 10-3003 SECTION 7-17.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-17.5 Payment "PVC Sewer Pipe, 18 Inch Diameter" "Ductile Iron Sewer Pipe, 10 Inch Diameter Class 52" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on other than normal working hours, and any sewage bypass systems used. 7-18 SIDE SEWERS 7-18.3 Construction Requirements SECTION 7-18.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-18.3(1) General For new construction the Engineer will contact all property owners in advance of any construction of either lateral or side sewers, and shall, for the convenience of the Contractor, locate them in the field. Such locations shall be marked by a stake or other suitable marker. The Contractor shall be responsible for locating a "tee" in the main line opposite each marker and shall construct a side sewer to terminate, as nearly as practical at the property line or permanent easement line as shown on the plans. i All side sewers shall terminate as specified above and shall be capped and blocked to the satisfaction of the Engineer. In the event the side sewer is a common side sewer, each branch shall be made and capped as described above. A cleanout shall be installed near the end of the side sewer stub in accordance with Kent Standard Plan 4-8M. SECTION 7-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-18.5 Payment The unit contract price per lineal foot for the side sewer pipe of the various kind and size specified shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the Kentview Sanitary Sewer Interceptor/Langholz 7 - 15 June 4, 2014 Project Number: 10-3003 specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also included fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; vacuum testing coordination for TV inspection, additional costs for overtime work when working on weekends, and any sewage bypass systems used. The side sewer cleanout will be paid under item 3100. See Kent Standard Plan 4-8M DIVISION 7IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 7-20 MAINTAIN AND RESTORE EXISTING WATER SYSTEM 7-20.1 Description See plan sheet 7. The existing private 2 and 1 inch PVC water system with 1" or 1 1/4' services in the sewer easement between approximately stations 18+ and 19+ is located such that it is in conflict with the new sewer interceptor construction. The work covered by this section includes all work required to maintain service to existing customers during construction and to restore the facilities damaged or removed by the construction to a condition equal to or better than the original condition. There are two houses serviced by this portion of the water system, 4807 and 4815 S. 2161h Street. To provide a means of isolating the affected portion of the existing system, the Contractor shall also install gate valves in the existing water mains, easterly of the sewer construction. This system is owned and operated by the local property owners. It serves 6 homes. The water comes from a local well. The Engineer will contact the property owners in advance of the water main work regarding shutting down the existing system. 7-20.2 Materials The existing facilities are constructed with PVC pipe class 200. Replacement materials for the permanent system shall meet the requirements of the following sections except as modified herein or as approved by the Engineer and shall match or be compatible with the existing system. PVC Pipe....................... 9-30.1(5)B PVC Pipe Fittings............ 9-30.2(5)B Valves.......................... 9-30.3 7-20.3 Construction Details Construction shall be in accordance with Section 7-9, 7-12 and 7-15 of the WSDQT Standard Specifications. Minimum cover shall be 3 feet. Kentview Sanitary Sewer Interceptor/Langholz 7 - 16 June 4, 2014 Project Number: 10-3003 The Contractor shall have the following options: 1. Construct a permanent replacement main as shown on the plans and reconnect the service connections prior to excavating for the new sewer interceptor which will allow service to be maintained during construction. 2. Provide temporary service to the affected customers during the j construction phase, followed by replacement of the permanent system at the completion of the sewer interceptor. I Prior to the beginning of construction, the Contractor shall submit j details describing his proposed plan, including methods for providing temporary service if applicable, for review and approval by the Engineer. The Contractor shall notify all customers affected and the Engineer at least two working days prior to working on live mains. The Contractor is responsible for planning and coordinating his work such that water service will be resumed with the least possible inconvenience to the water users. 7-20.4 Measurement Measurement shall be by lump sum. 7-20.5 Payment Payment for all labor, materials, tools and equipment required for the specified work shall be included by the Contractor in the lump sum contract price for "Maintain and Restore Existing Water System". This includes but is not limited to obtaining approval of the Contractor's plan. I i Kentview Sanitary Sewer Interceptor/Langholz 7 - 17 June 4, 2014 Project Number: 10-3003 ill DIVISION 8 - MISCELLANEOUS CONSTRUCTION i 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these special provisions, and ordered by the Engineer as work proceeds The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....—..............................8-01.3(2)B and 9-14.2 Fertilizer ...............................8-01.3(2)B and 9-14.3 Mulch and Amendments ..........8-01.3(2)D and 9-14.4 Tackifier ...............................8-01.3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional j approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. i Kentview Sanitary Sewer Interceptor/Langholz 8 - 1 June 4, 2014 Project Number: 10-3003 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond j the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. i The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED 8Y ADDING THE FOLLOWING. 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited Kentview Sanitary Sewer Interceptor/Langholz 8 - 2 June 4, 2014 Project Number: 10-3003 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. i Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACE® WITH THE FOLLOWING. 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. E Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Kentvlew Sanitary Sewer InterceptorfLangholz 8 - 3 June 4, 2014 Project Number: 10-3003 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. II The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. i Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. I Kentview Sanitary Sewer Interceptor/langholz 8 - 4 June 4, 2014 Project Number: 10-3003 it 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01,3(2)D and 9-14.4. 1 i 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. S. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of"Mix A' unless otherwise directed by Engineer. Fertilizer 400 lbs/acre Wood Fiber 2,000 lbs/ acre Tackifier 80 lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING. 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8- 01.3(2)B. The application of seed, fertilizer, and mulch shall be Kentview Sanitary Sewer Interceptor/Langholz 8 - 5 June 4, 2014 Project Number: 10-3003 I required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. I Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9- 14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against Kentview Sanitary Sewer Interceptor/Langholz 8 - 6 June 4, 2014 Project Number: 10-3003 wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. I SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING. i 8-01.3(2)H Inspection I Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with special provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION B-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 5-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. I Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No process waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Kentview Sanitary Sewer Intercepter/Langhelz 8 - 7 June 4, 2014 Project Number: 10-3003 SECTION 8-01.S IS SUPPLEMENTED BYADDXNG THE FOLLOWXNGc 8-01.5 Payment I The unit contract price per acre for "Seeding, Fertilizing and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: i 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for"Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch Hand Applied" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air- dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (& mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specifications and as directed by the Engineer. Kentview Sanitary Sewer Interceptor/Langholz 8 - 8 June 4, 2014 Project Number: 10-3003 �� n i The unit contract price per hour for ESC Lead shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. I 8-02 ROADSIDE RESTORATION SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: I Topsoil Type A, Type B, and Type C............. 9-14.1(1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) 8-02.3 Construction Requirements SECTION 8-02.3(11) IS REVISED AS FOLLOWS: 8-02.3(11) Baric or Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "compost or xylem wood chips". SECTION 8-02.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not Kentview Sanitary Sewer InterceptorfLangholz 8 - 9 June 4, 2014 Project Number: 10-3003 i limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-03 IRRIGATION SYSTEMS SECTION 8-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.5 Payment The force account item for "Fernando Irrigation" constitutes complete compensation by force account as provided in Section 1-09.6 of the WSDOT Standard Specifications. This item includes but is not limited to flow testing the irrigation pipe as shown on the plans near station 15+00 both preconstruction and post construction. Damage, if any at post construction, will be repaired under this force account item. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 5-12.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. Fences being restored or replaced shall match the existing fence type as close as possible. SECTION 5-12.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates removed for the construction shall be replaced with new materials to their former condition or to that condition acceptable to the Engineer. i New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION B-12.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-12.3(3) Electric Fence Existing electric fence removed for the construction shall be reinstalled using the existing materials after the sewer construction. Kentview Sanitary Sewer Interceptor/Langholz 8 - 10 June 4, 2014 Project Number: 10-3003 SECTION 8-12.4 IS SUPPLEMENTED 8Y ADDING THE FOLLOWING: 8-12.4 Measurement Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence or remove and replace fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Temporary 6` High Chain Link Fence", per linear foot. "Remove and Replace Wire Mesh Fence", per linear foot. "Remove and Restore Electric Fence", per linear foot 8-13 MONUMENT CASES SECTION 8-13.5IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Install New Monument Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. I 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint - Low VOC Kentview Sanitary Sewer Interceptorftangholz 8 - 11 June 4, 2014 Project Number: 10-3003 Solvent Based." Paint and sprayed material shall be applied with a top j dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic j shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8- 09.2. I SECTION 8-22.3(.3) IS SUPPLEMENTED BYADDING THE FOLLOWING. 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. I The measurement for all painted stripes will be based upon a marking j system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "White Edge Line Paint Stripe," per linear foot. Kentview Sanitary Sewer Interceptor/Langholz 8 - 12 June 4, 2014 Project Number: 10-3003 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: i The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. D%VISYON 8 IS SUPPLEMENTED 8YADDING THE FOLLOW%NG NEW SECTXCINS. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, hardware, fabrication, installation and maintenance of 4' x 8' project sign provided by the Contractor based upon the template (see sample Kent Project Sign in Appendix A-1). Kentview Sanitary Sewer Interceptor/Langholz 8 - 13 June 4, 2014 Project Number: 10-3003 i Used project signs may be available for refurbishing when available, and when the Engineer approves. The Contractor shall pick up used signs (when available) at the City Maintenance Shop on West James Street, telephone (253) 856-5600. All project signs (new or refurbished) become the property of the City at the end of the project, and the Contractor shall in all cases return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. j 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Project Sion" constitutes complete compensation for all labor and materials, for fabrication, picking up used sign(s) from the City shops if applicable, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 8-33 MONITORING WELL ABANDONMENT I 8-33.1 Description 8-33.1(1) Scope of Work i The work to be done shall consist of furnishing all labor, materials, supplies, tools, and equipment for the complete and satisfactory abandonment of four existing, on-site wells. The Contractor shall comply with all federal, state, and local laws and ordinances relating to performances of the work. All work is to be done in accordance with Kentview Sanitary Sewer InterceptorjLangholz 8 - 14 June 4, 2014 Project Number: 10-3003 Washington State Department of Ecology specifications, Chapter 173- 160 WAC, known as the Minimum Standards for Construction and Maintenance of Wells adopted thereunder and specifications described herein. The proposed well abandonment sites are indicated on the design plans. These are wells installed along the sewer alignment to monitor ground water. The well logs are shown on the soil boring logs in Appendix A of the geotechnical report in Appendix A-3 of the Kent Special Provisions. It is the responsibility of all bidders to thoroughly examine the Technical Specifications for this work and make a personal examination of the site of the proposed work prior to bidding. The well shall be decommissioned by backfilling to DOE code. The casing shall be cut off to approximately 8 feet below the surrounding ground surface. Casings may require removal to a great depth where they interfere with the trench excavation and sewer construction. 8-33.1(2) Registration The work shall be completed by a licensed driller registered in the state of Washington, who shall comply with all applicable laws, rules, regulations, and guidelines published by the state of Washington regarding the performance of the work. The licensed driller(s) must demonstrate that they have performed at a minimum, 20 well abandonments over the last three calendar years. 8-33.1(3) Utilities for Construction Unless otherwise provided for in these specifications, the Contractor shall furnish his own source of electricity, fuel, and water required to perform the work, and shall bear the cost of these services. 8-33.1(4) Protection of Property The Contractor shall properly protect all surface and subsurface structures and surrounding areas from damage which may result from the methods employed in performing the work. The Contractor shall be responsible for any damages to such structures resulting from their operations. Damaged property shall be repaired or replaced to a condition which is equal to that which existed prior to damage. Kent shall have the right to approve these restoration measures. 8-33.1(5) Containment of Soil The Contractor shall make all provisions necessary to contain soil generated as part of well abandonment activities. Soil shall be contained and disposed of on-site as directed by the Engineer. 8-33.1(6) Disposal of Water The Contractor shall make all provisions necessary for conveying any water encountered in performing the work away from adjacent Kentview Sanitary Sewer Interceptor/Langholz 8 - 15 June 4, 2014 Project Number: 10-3003 i structures, prevent erosion and/or flooding of the site and adjacent properties, and shall take measures necessary to contain waters produced as part of drilling and wash down activities. The water shall be contained on site and disposed of as directed by the Engineer. 8-33.1(7) Clean-up The Contractor shall provide all material and labor to maintain the site in an orderly condition which is conducive to good workmanship. The Contractor shall keep the site free from accumulation of waste materials, rubbish, and other debris resulting from the work. 8-33.1(8) Safety The Contractor shall comply with all applicable laws and regulations governing the furnishing and use of safeguards, safety devices, and protection equipment. The Contractor shall take any necessary precautions to protect the life and health of employees and public in the performance of the work. 8-33.2 Materials 8-33.2(1) Grouts, Drilling Fluids and Grout/Fluid Additives Bentonite grouts; special cements; or other admixtures to the grout material or drilling fluid to reduce permeability, increase fluidity, control time of set, or alter the slurry composition in any way, shall not be used unless approved by the City. City approval shall be based upon compliance with the following specifications as applicable: ANSI/NSF Standards 60 or 61 (additives), ASTM Specification C 150 (cements), or Section 10 of the API Specification 10 and Section 4 of the API Specification 13A (Bentonites). 8-33.3 Construction Requirements 8-33.3(1) General Requirements Prior to abandoning the existing well, the Contractor shall make appropriate measurements to verify well depth. See well logs. The Contractor shall maintain a complete and accurate record of the abandonment operation. The information to be recorded shall include the type of plugging material used, volume of material used, and method of placing abandonment material into the well. Such written record shall be available for inspection on-site at the request of the City. The complete well plugging report shall be submitted to the City within seven (7) days of completion of abandonment operation. Final approval and payment to the Contractor shall be withheld by the City until the plugging report has been submitted. Water necessary for preparing plugging slurries shall be obtained by the Contractor at his own expense from a source satisfactory to the City and shall be conveyed in a clean, sanitary container. I i Kentview Sanitary Sewer Interceptor/Langholz 8 - 16 June 4, 2014 Project Number: 10-3003 8-33.3(2) Casing Termination Where removal of the casing is not required, as determined by the City representative, or where the casing cannot be removed, the Contractor shall perforate the casing from bottom to land surface and pressure grout the casing. 8-33.3(3) Plugging Procedures Neat cement or concrete slurries shall be prepared by adding cement or sand-and-cement to the calculated required volume of clean water. The material shall be mixed in the mixing equipment until it is adequately mixed and free of lumps, then immediately pumped into the well without delay. 8-33.3(4) site Restoration The Contractor shall restore the site to a condition that reasonably approaches the original condition of the property prior to the start of work. After all trenches are backfilled, the work area shall be graded to conform to existing ground contours. 8-33.3(5) Site Clean-up Upon completion of the work, the Contractor shall remove from the premises all materials, debris, tools, and machinery. Plugging material, grease, or other materials, which have accumulated on structures or around the premises, shall be removed. The Contractor shall dispose of these materials at an appropriate off-site facility. 8-33.5 Payment The unit contract price per each for "Monitoring Well Abandonment" shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon all four wells. This includes but shall not be limited to: excavation, backfilling, casing removal, pulling, perforating or backfilling, plugging, disposal, clean-up and site restoration. The bid price shall also include preparation and submittal of all required paperwork or reports. I I Kentview Sanitary Sewer Interceptor/Langholz S - 17 June 4, 2014 Project Number: 10-3003 !I DIVISION 9 - MATERIALS 9-03 AGGREGATES I SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5J8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3Inch* 100 3J4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent SO min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. Kentview Sanitary Sewer Interceptor/Langholz 9 - 1 June 4, 2014 Project Number: 10-3003 i * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply• SECTION 9-0.3.17IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material I Foundation Material shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material shall be quarry spalls in accordance with Section 9-13.6 of the WSDOT Standard Specifications. 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion In redient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated Kentvow Sanitary Sewer Interceptor/Langholz 9 - 2 June 4, 2014 Project Number: 10-3003 Mix B (Landscape Area Grass): Weight Seed Mix "B" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Rescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 900/1 0.5% 15% Annual R e rass 95% 1 90% 0.50/0 i The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) I Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. Kentview Sanitary Sewer Interceptor/Langholz 9 - 3 June 4, 2014 Project Number: 10-3003 i 9-14.4 Mulch and Amendments SECTION 9-14.4 IS SUPPLEMENTED BYA®®INCS THE FOLLOWING NEW SECTIONS. 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix consisting of one part ratted manure, one part sandy loam, and one part peat by volume with commercial fertilizers added as specified herein and having a pH range of5.0to6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) 100% Passing 1 mm sieve ......................... 80% minimum Passing 0.15 mm sieve ..................... 15% maximum The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. Kentview Sanitary Sewer Interceptor/Langholz 9 - 4 June 4, 2014 Project Number: 10-3003 i III i ��i i KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. SEWER 4-1 Manhole Type 1 48" & 54" 4-3 Standard Manhole Frame and Locking Cover 4-5 Manhole Grade Ring, Safety Steps & Ladder 4-7 6" Cleanout 4-8M Side Sewer Stub Connection STORM 5-31 Filter Fabric Fence 5-35 Temporary Stockpiling STREET 6-72 Standard Monument, Monument Case and Cover MISCELLANEOUS Project Sign (Sample) l I Kentview Sanitary Sewer Interceptor/Langholz A - 1 June 4, 2014 ICI Project Number: 10-3003 MANHOLE FRAME AND LOCKING COVER(SEE STANDARD PLAN 4-3 OR 4-4) } ADJUSTMENT GRADE RINGS(SEE STANDARD PLAN 4-5)(LEVELING BRICKS MAY BE USED ON TOP RING) 3/8"GROUT,INSIDE,OUTSIDE AND IN BETWEEN GRADE RINGS N V t0 24" HANDHOLD(TYP.)-(SEE STANDARD PLAN 4-5) * FOR SEPARATE °'„ PRECAST CONE(ECCENTRIC UNLESS OTHERWISE SPECIFIED) CAST IN PLACE n : ONLY = DROP RUNG SAFETY STEPS(SEE STANDARD PLAN 4-5) PRECAST RISER SECTIONS.GROUT SECTION JOINTS AND PICKHOLES(TYR) 48"OR 54" LADDER(SEE STANDARD PLAN 4-5) F. SLOPE=2%(TYP.) x d rvd CONSTRUCT IN FIELD CHANNEL&SHELF TO THE CROWN OF x THE PIPE REINFORCING STEEL(FOR PRECAST BASE WITH INTEGRAL RISER)0.15 SQ, s MORTAR IN./FT.IN EACH DIRECTION FOR 48"DIA 0.19 SQ.IN./FT.IN EACH FILLET DIRECTION FOR 54"DIA. 48'0-6" PRECAST BASE W/INTEGRAL RISER 54"0-8" ,.; ;, e ,r'' GRAVEL BACKFILL FOR PIPE BEDDING,6"MIN.COMPACTED DEPTH.FOR PRECAST BASES ONLY SEPARATE CAST 1N PLACE OR REINFORCING STEEL(FOR SEPARATE BASE ONLY)0.23 SQ.IN./FT.IN EACH DIRECTION FOR 48"DIA SEPARATE PRECAST BASE 0.19 SQ,IN./FT.IN EACH DIRECTION FOR 54"DIA, "0"RING DESIGN ASSUMPTIONS HEIGHT: 8'TO 12'; SOILBEARING VALUE EQUALS 3300#/FT. (MIN.)HEIGHT:OVER IT TO 25';SOIL BEARING VALUE EQUALS 3800#/FT. (MIN.) PRECAST BASE JOINT NOTES: 1. MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/AASHTO M-199& 5. ALL BASE REINFORCING STEEL SHALL HAVE A MIN.YIELD STRENGTH (ASTM C 478)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE OF 60,000 PSI&BE PLACED IN THE UPPER HALF OF THE BASE WITH WSDOT STD.SPECS. 1"MIN.CLEARANCE. 2. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, 6, ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM. 7. MORTAR 3/8"LINING OUTSIDE,INSIDE,AND IN BETWEEN THE j 3. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH. PLUS MANHOLE WALL THICKNESS.MAX.HOLE SIZE IS 36"FOR 48" j MANHOLE,42"FOR 54"MANHOLE.MIN.DISTANCE BETWEEN HOLES IS 8", S. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE i AND INSIDE TO A SMOOTH FINISH. 4. MANHOLE RINGS&COVERS SHALL BE IN ACCORDANCE WITH WSDOT NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STANDARD SPECIFICATIONS&MEET BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY THE STRENGTH REQUIREMENTS OF THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FEDERAL SPECIFICATION RR-F-623D. S OSLP FIT WITH FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON TO ASSURE NON-ROCKING F MATING SURFACES SHALL FINISHED '� o� �N REQUEST. SC �4, WASy`ANY COVER POSITION. Av o O CITE' OF KENT y S� y � ENGINEERING DEPARTMENT KENT MANHOLE p 21493 0 w.." . ,< TYPE 1 48" & 54" 0/. fiVBT6�� ``� DESIGNED ouw F ONAL r�G\\ DRAVM BB — SCALE NONE SAND R0 F AN ON At CHECKED DATE 4-1 t,I—1 APPROVED ex�wax it i DRILL&TAP: 5/8"-ll UNC -IS (3 @ 120°ON A 22-1/W BOLTCIRCLE) 2"RAISED LEITERS B ° ll 2, RAISED LOGO/LETTERS 00 F k ® -C F2 i ~ A 4 m FOR 5/8"-11 UNC-1B S.S. aun O - I/2"HEX.HE,CAP SCREWS (3 REQUIRED) 8 E W B 4 (� 1"PICKHOLE(3 @ 120°) 2."RAISED LETTERS"DRAIN"FOR STORM SEWER B A� . "SEWER"FOR SANITARY SEWER 1 HANDLING HOLE(3 PLCS) 26-1l2" 25° 1, 25 1/4" 1-1/2" 2.3/16" .....__._,23-3/8" 1�� 1-3J16„ .. 27-5/16" 3(8° 34.1/8" NOTES: SECTION A-A SECTION B-B 1, MATERIAL USED SHALL BE CAST GRAY IRON OR DI ASTM A536 CLBO-55-0 FOR RINGS AND DI FOR COVER. 2. SEAT OF COVER&FRAME MACHINED WITH A NON-ROCKING FIT FOR MANHOLE COVERS, 3. MANHOLE COVERS SHALL BE WATERTIGHT AT THE EDGES. 4. ROUND ALL SHARP CORNERS WHERE POSSIBLE. S. CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE. 6. CASTING TO BE SMOOCH,TRUE TO PATTERN,FREE FROM BLOWHOLES, POROSITY,HARD SPOTS,SHRINK HOLES,WARP,OR ANY OTHER DEFECTS WHICH COULD IMPAIR SERVICEABILITY. 7. ALL INSTALLATIONS SHALL BE WATERTIGHT. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY 8. COVERS LOCATED IN SIDEWALK SHALL THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON UTILIZE AN ALTERNATE NON-SKID S 0SEP�6 PATTERN SEE WSDOT STD,PLAN ,r FILE AT THE CITY OF KENT, A COPY MAY BE OBTAINED UPON "� WAS '4 B-30.70-00. REQUEST,�'� of ` NAry� `SSd tiP o O CITY OF KENT 9.OLYMPIC FOUNDRY PART NO. + m Z �J ENGINEERING DEPARTMENT 11-2945SET AND EAST IORDAN H PRODUCT NO.'S 00370760 AND 7 ° STANDARD MANHOLE 00371512 ARE THE PRE-APPROVED -off Pfi 21493 E� �� K�NT FRAME AND LOCKING COVER PRODUCTS,ALL OTHERS REQUIRE op, C+lS78R �4r oEsrenEo Draw WRITTEN APPROVAL OF THE ENGINEER FS ANAL �lyG� oPawry ae -- SCALE Noc+E STMDMD PiM PRIOR TO INSTALLATION, cRECREo Date 4-3 APPRM °""""" I I ---{I1 1"RADIUS I— 3" -- 12"MIN, � �-*— Y2"MIN. I � 3 112" —L MIN. `�'_T 121 j DROP RUNG j HANDHOLD MANHOLE STEP I+ 12"MIN. —.-I 11 3/4"MIN, -�1 CENTER TO CENTER 4= lJ 9 IN, 1/2 Cl O V MANHOLE STEP GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED 1-ADDER 6 1T" 111/2' --I � C�1 Sz" lYJ ........... 6"FOR STEP 11 3/4"MIN. 3"FOR HANDHOLD CENTERTO CENTER 9 1/8"FOR STEP 6 1/8"FOR HANDHOLD 6 POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER NOTES: I. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478.AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND 5�� 24" S" ASTM A-615 FOR 1/2"GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 2. DROP RUNG STEPS ARE TO BE#8 GALVANIZED DEFORMED REBAR. ---I P'CLEARANCE #4 BAR 3. PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL. 4. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY GRADE RING RADIAL AT THE OPTION OF THE MANUFACTURER,EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME, O5. PENETRATION OF OUTER WALL BY A NOTE"-: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STEP LADDER OR LADDER LEG IS BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY r� THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PROHIBITED,USE FLANGED END FOR BOLTING TO WALL IN STORM DRAINAGE 5 OSEp`j FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON APPLICATIONS, ,h, oY WASyy, REQUEST. EMBED FOOT OF LADDER IN CONCRETE O f.Q'� 4� m0 pMM CITY OF KENT i IN POURED AND/OR CHANNELED y _ Z N ENOINEERINO DEPARTMENT FLOOR. [CENT MANHOLE GRADE RING, .0 21493 ... ".,o SAFETY STEPS & LADDER 7. MANHOLE STEPS OR LADDERS ARE NOT -7p 1pFG/STERC'O Eo DIAW REQUIRED WHEN THE COVER TO FS C>>� D oESIGNeslcN ea s��---NONE STANDARD PL BOTTOM OF MANHOLE IS LESS THAN 4', ��NAL E-N CHECKED DATE —__-.... 4-5 uwixcrx APPROVED___._ .-�11 J1ii�1' (1!Aj i 15" 10" v d ,v °T CEMENTCONC, CLASS 3000 2�_0. 3(4"SQUARES SPACED 3(4".AS SEWER—CO INDICATED-HT. 1/8" 10" N d U Q 1(8"RAISE-1/2" WIDE BORDER I 9. U _ -d Q" p O p 9° 7 3(4" _ 7 3(4" M 83j,4° m •-I 8"PVC PIPE 6"PVC (FOR SLEEVE) ' THREADED rr FIBER]DINT PACKING PLUG (OPTIONAL) 7„ 7 314" � 8 7 8" _ o w a 6"-45°ELL SP CAST IRON RING&COVER (BELL x SPIGOT) w o z CLEANOUT RING&COVER w U 6"WYE WATER TIGHT PLUG 6"SIDE SEWER SEE STANDARD PLAN 4-8 ® SLOPE z zz NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT z BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY w u THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON m o SOSPp FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON WA Sy, '4� REQUEST. NOTES: CITY OF DENT A� o O m � Z � ENGINEERING DEPARTMENT 1. CAST IRON TO CONFORM TO A.S.T.M. '-'' A48-56 CLASS 30, 10EPIT 6" CLEANOUT A ,p 21493 w..n...... 2. COVER SHALL BE OLYMPIC FOUNDRY M Apr` FGISTf=\1 ��' DESIGNED— F�ct,. G\� RAWNBev — SCALE NONE SiANDARO PAN 1007 R EQUIVALENT MARKED "'`XONAL �N "SEWER-CO"OR"CO". CHECKED DATE 4-7 APPROVED wancw September 2009 CLEANOUT RING AND LOCKING COVER (SEE KENT STANDARD PLAN 4-7) i B"PVC PIPE(FOR SLEEVE) PROPERTY _ o � LINE G z S 12 INCHES OF TRACER o WIRE COILED AROUND 6"WYE x w I'MAX.. APPROVED WATER O TIGLIT PLUG s w� 'm o o w w NJ u w 6"TEE w � 12 GAUGE INSULATED o, SOLID COPPER w APPROVED WATER ' LOCATING WIRE, TIGHT PLUG PLASTIC COATED. PERMANENTLY CONNECT WIRE WITH SEWER MAIN STAINLESS STEEL HOSE CLAMPS PLAN 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE,PLASTIC COATED, PERMANENTLY CONNECT WIRE TO TEE WITH STAINLESS STEEL HOSE CLAMP 6"WYE 6"TEE SANITARY SEWER MAIN ADAPTER WHERE PREAPPROVED BY THE ENGINEER FOR COUPLING DIFFERENT PIPE MATERIALS, AS CALLED OUT ON THE PLANS OR DESIGNATED BY THE ENGINEER NOTES: 1. )DINT DEFLECTION SHALL NOT BE GREATER THAN RECOMMENDED BY THE PIPE MFR.AND APPROVED BY THE ENGINEER. 2. MINIMUM SLOPE SHALL BE 1%.MAX.PERMISSIBLE SLOPE SHALL BE 2 HORIZ.TO 1 VERT. UNLESS SPECIFIED OTHERWISE. 3. PIPE SHALL BE PVC,CAST IRON,OR DUCTILE IRON CLASS 50,MIN.SIZE 6". SIZE AND MATERIAL SHALL BE AS SPECIFIED ON THE PLANS OR APPROVED BY THE ENGINEER, CITY OF KE:NT i 4. S'MINIMUM SEPARATION BETWEEN SEWER MAIN TAPS. ENOINEERINO DEPARTMENT SIDE SEWER STUB CONNECTION DESIGNED omw DPAWN_. 88 SCALE NONE SrANGAR6 PW1 i CHECKED _ DATE A Q .9PFNOVEO ° '4 U i WIRE FABRIC NEWLY GRADED OR DISTURBED SIDE SLOPE p 2' FILTER FABRIC FLOW MATERIAL m i —LARGE ROCK 2"OR GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR 3/4`-I,T-WASHED GRAVEL u SECTION A-A FILTER FABRIC MATERIAL — GAUGE WELDED WIRE FABRIC OR MIRAFI SOOX OR EQUIVALENT A WIRE RINGS EQUALL(I(IF 180#EXTRA STRENGTH FABRIC (TYPICAL) IS US ED MAY ELIMINATE WIRE FABRIC) Fj )DINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES,WIRE RINGS,OR EQUIVALENT EQUIVALENT TO ATTACH FABRIC TO POSTS, II I STEEL OR A. I ' 2 X 4 WOOD POSTS. u 6'O.C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY j THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT RAINFALL AND AT LEAST DAILY SOSP� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE / ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DURING PROLONGED RAINFALL.ANY REQUIRED REPAIRS SHALL BE MADE WASy '4� THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, IMMEDIATELY. �Q' o d CITY OF KENT y Z r� ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT, KENT FILTER FABRIC FENCE -O ,P 214s3 4. INSTALL THE SILT FENCE FIRST, col Fg1ST ERA AFTER THE SILT FENCE HAS BEEN �, NG\� oaawN DESIGNED eeN scAEE NPIJ€. sTANonRo PIeW INSTALLED,CONSTRUCT BERM AND dNA� E CHECKED DATE _ TRENCH. excaxTm 5-31 APPROVED Iu I I I i FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE SECTION 2.3.E 24' AX HEIGHT BURY SHEETING INTO EXISTING SOILMINIMUM 4"X4" NCH TIRES,SANDBAGS,EOR EQUILVALENT g EPN p�STIC SHEETS MAY BE USED TO WEIGHT PLASTIC MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING BURY SHEETING SHALL HAVE A MINIMUM THICKNESS INTO EXISTING SOIL OF E MIL MINIMUM 4"X4"TRENCH GENERAL NOTES: L PLASTIC SHEETING SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-14.5. 2.MAXIMUM PERMITTED SLOPE SHALL BE 2H:1V. 3.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12"AND BE WEIGHTED OR TAPED, 4,TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF ANY INTERSECTION OR DRIVEWAY. i NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �SEi,'Pr�. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S tI ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY ENGINEERINNGG DEPARTMENT ICFiNT KE IT TEMPORARY STOCKPILING -O „P 21493 O q- wn.xxo.o PC?,�. tST E4w�\ F QNAl (T1Gt\ DRAWN— UH SCALE ONE. AND RD PW ; 4`' CHECKED... DATE 5-35 APPROVED____ rircnxEm i 2"BRASS DISC .— ` �o 1( // � Brr PLAN OF COVER M33 FINISHED GRADE (PAVEMENT) 10 IJ2"DIA. (BOTH SIDES) m `r m 9 1J4"DIA,COVER 3/8" Cn m Ltl51/4" 1/2" MONUMENT DETAIL DIA. _ �1"MIN.OR 6"MAX. 4 a ,'4 5 3/4"R. CONCRETE CLASS 3000 BASE _ o ' 10"R. ( 6" NOTES '. MONUMENT 1. MONUMENT,MONUMENT CASE AND SECTION COVER-OLYMPIC FOUNDRY WSDOT 8"x 9",PART NO. 1015 OR PRE-APPRRVED EQUAL. i 2, MONUMENT POST-FOG-TITE MONUMENT POST,OR PRE-APPROVED EQUAL, OSI S I NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WAS AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 1 THE CASTINGS SHALL BE GRAY-IRON �� r<,oY i H ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, q O z O THE CITY OF(CENT.A COPY MAY BE OBTAINED UPON REQUEST, CLASS 40,THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT t-+ �3 CITY OF DENT CONTACT AROUND THE ENTIRE �° ITj' ENGINEERIN4 DEPARTMENT CIRCUMFERENCE AND FULL WIDTH OF 14 21493 BEARING SURFACE. �FS75TE4'Go 4 SCENT STANDARD MONUMENT, 4. WHEN THE MONUMENT,MONUMENT CASE �SVONAL �N�� w.......... MONUMENT CASE AND COVER AND COVER ARE PLACED IN CEMENT DESIGNED owN DRAWN BB SCALE NON.E STANDARD PWJ CONCRETE PAVEMENT THE CONCRETE CHECKED DATE —BASE WILL NOT BE NECESSARY. vrcwru 6�_7q LL uv. I ( I a i 5um m pp E"IR W i P Rwasm Wk r g �.. Mum x. cd imul m CM uM S gram 3 WSDOT STANDARD PLANS DRAINAGE STRUCTURE AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill SITE PRESERVATION AND EROSION CONTROL I-10,10-01 High Visibility Fence I-30.30-00 Wattle Installation on Slope I-50.20-00 Check Dams I i I I I Kentview Sanitary Sewer Interceptor/Langholz A - 2 June 4, 2014 Project Number: 10-3003 N $ CK� 8g✓i. a D J 7 � F � P �I a _ `'�`oM1ON o ray 8 w LL m w m ...._ _ ujQ 3N023did le PRE 'Q q B q v .e 3sla use .a r A ry d 0 0 0 o :� ft3 cod o i N 3 �� v a om ul U a y ry M O W Q > Q J g SHa �g „wjK w algg�u ado x gwW o UO N He � LL ° 3N0Z 3dld ag o o ° 3N023d1d �— 3N023d�d aB.. 90 9 8 � YaOS %99 •O Z 4k oq w J �Q o ' f fJo4 a In ` CL a I ` S), IX, x (?oo do U yN�v m�yNN 6 �NV 6 WW (yj2�1 4 ; 7 }D / !m . § ! �i � 2 ■ ! ] g � ;! . � i t w� fill 1 . . . . _ , , { ; � ` \ 2 \� \ ... _ _ \ � . E � � 9 d / / .......... y . \ ( _ -- ©-- §\ §f � :) ^ H© - \z i N 74 o5 �� h �d �'m NCNv�ima 3 gPg 00, lW ® W = E WO d r o m Ci 0 3NNI p.CN h q mg a� 0 �I d 'd Id 'a o 3 XVW..9 V 1 �NIW a Z I `Ptii �y Z 4q i� WW.9 n S b 'NIW.Z 'NIW.6-d x O N N 1`�N 1 0 N i & wb TT �O rt° 5 � I a I � I a W y b b b b Z f I N N ` N a� oaojAo vsn .As wvaa o 0 oQfiu� a d gp[�� iV o o �yo sy3 K 11 2 9 God c & LU �.v .. —m • W 06 N H. I-u o= kp WU r; a 5 w i � � l � z m � o w N i I z i p I I w E w� E wo wu X } ^ Ntt CD QVQ r r r I Z uS i W o i I Q'r O �9 z mew N �, ". J � FED tF? i X NdS O rz Z uu1.'4i 6 yD ZO VOW W N I C F Z KOuumll u S 1 w »rrns Navw:Ae runwa GEOTECHNICAL REPORT AND SUPPLEMENTAL GROUNDWATER DATA ICI �rl`t ,llk j Kentview Sanitary Sewer Interceptor/Langholz A - 3 3une 4, 2014 Project Number: 10-3003 t 2Y £1 K �7 ,a Geotechnicai Fngineeving Sevvice§ � } t r;g 1� �F Kentview Sanitary Sewer Interceptor Kent,Washington � � for City oftient July 31, 2012 #s-B s.ls-Y - '�"S-'3a ._-.. a p �4 +.y-,r .. r$—== x�3s`�'«��'• � d a'�r �z ` �. F.0 fa -' R `° .� ��' 3i E�`•� '}{�S"tn q L �� e to .,�_.h��'s r'�-, is h4 STI R S It 4 �_ t'r i i i i GeotechnIca] Engineering Services Kentview Sanitary Sewer Interceptor Kent, Washington for City of Kent July 31, 2012 GEOENGINEERS 1101 South Fawcett Avenue, Suite 200 Tacoma, Washington 98402 253.383.4940 j Geetechntoai Engineering Services Kentview Sanitary Serer interceptor Kent, Washington File No.:0420482.00 Jtl1y'31,9012 Prepared for: City of Kent 2201ourth Ayenue'South i Kent,Washington 08032 Attention:Ken:Langholz Prepared by; i GeoEngineers, Inc. 1101South Fawcett Avenue Suite 200 Taco na, Wa, shingtorl. 984J2 253.388.4940 i i ' •r' r "� G9��,latf , R K.Ventura Geotechnical Engineers t � 46746 Lyle J.St 'ne, PE �rtX57Ss v Geote?C/, ical Engineer `SyroNAt �r' F I Galt'W.H/ nderson, PE Senior PPincipal EIN:US;GHS:enat Disclaimer:Any electronic(oral,facsimile or hard copy of the original document(email,text,table;rower ligare),if provided,and any attachments are only copy of the original done ment.ilia original dooument Is stored byGeonigineers,Inc,and Wit serve as the official documon(of record. copyright©20 n by GeoEogineers,Inc.All rights reserved. , GW NG pee I I i i Fable Of Contents INTRODUCTION..........................................................................................................................................1 SCOPEOF SERVICES...............................................................................................................I.................1 SITECONDITIONS—.................................................................................................................................I GeologicSetting.......................................................................................................:.............................1 SurfaceConditions.................................................................................................................................2 SubsurfaceConditions..........................................................................................................................2 Groundwater...........................................................................................................................................3 CONCLUSIONS AND RECOMMENDATIONS..............................................................................................3 Subgrade Preparation and Backfill.......................................................................................................3 SubgradePreparation............... ....... ................... ...........................................—..—.............. .......3 PipeBedding....... ......... .................................................................................... ..........4 TrenchBackfill.......................................................................................--.......................................4 Temporary Shoring and Dewatering.....................................................................................................5 ExcavationShoring....... ................... ........I.......... -....... .......I............-..........—.--.......... 5 Dewatering......................................................................................................................................5 LIMITATIONS..............................................................................................................................................6 LIST OF FIGURES Figure 1.Vicinity Map Figure 2.Site Plan APPENDICES Appendix A. Field Explorations and Laboratory Testing Figure A-1. Key to Exploration Logs Figures A-2 through A-5. Log of Explorations Figures A-6 through A-8.Sieve Analysis Results Appendix B. Report Limitations and Guidelines for Use i III GEOENGINEER lily31,20121 Pagel File No,0410102 00 KENNIEW SANITARY SEWER INTERCEPTOR Kent,Washington j INTRODUCTION This report presents findings and recommendations of our geotechnical study of the proposed Kentview Sewer Interceptor project in Kent, Washington. We understand that the project will include the installation of an 18-inch-diameter concrete pipe from the intersection of Frager Road and South 216th Street to the pump station at address 22271 Prager Road. The pipe invert is anticipated to be between about Elevations 20 and 28 feet, about 10 to 20 feet below ground surface (bgs). The sewer will be located as close as 150 feet from the Green River. A vicinity map and a site plan are provided as Figures 1 and 2,respectively. I SCOPE OF SERVICES The purpose of our services is to explore soil and groundwater conditions as a basis for providing geotechnical design and construction recommendations for the pipe installation. Our specific scope of services includes the following: 1. Review existing soil and groundwater information including published geologic maps and other subsurface data provided to us by the City of Kent. 2. Complete four borings to depths of 25 to 40 feet bgs and install four monitoring wells. 3. Complete laboratory analysis of select soil samples. Our laboratory program consisted of grain-size analysis and moisture determinations. 4. Provide two rounds of groundwater monitoring. The first set of measurements was taken on June 29, 2012, shortly after installing the wells. We will also measure levels prior to construction to provide more up-to-date groundwater Information for review by contractors. 5. Provide recommendations for pipe bedding, pipe support and trench backfill. We provide recommendations for imported fill, reuse of on-site soil as appropriate, and compaction requirements. 6. Provide a discussion on temporary shoring and dewatering to install the sewer interceptor. Dewatering and shoring systems will be designed by the contractor. We provide a general discussion of shoring and dewatering issues at the site and discuss the feasibility of different shoring and dewatering methods. SITE CONDITIONS Goologic Setting The site is located in the Kent Valley. The "Geologic Map of King County, Washington" (D.B. Booth, at al., 2002) classifies the soils in the project area as Alluvium (Qal) deposited by the Green River, The map describes this unit as "Moderately sorted deposits of cobble gravel, pebbly sand, and sandy silt along major rivers and stream channels." Typically, alluvial deposits in the Kent Valley include younger alluvial deposits in the upper 20 to 40 feet consisting of loose to medium dense sand to silty sand and soft to medium stiff silt. Older alluvial deposits are located below about 20 to 40 feet and generally consist of medium dense to dense sand and silty sand. Occasionally, I I GEo ENGINEERS 1Riy31,2012 Pagel fllo Nog-010afl2-OB i KENTWEW SANITARY SEWER INTERCEPTOR c,Kent,Washington marsh deposits consisting of peat or organic silts are located between and/or within the older and younger alluvial deposits. j i Surface conditions The site is located in a residential area of Kent,Washington. The proposed alignment starts at the Frager Road pump station and extends to the north. The alignment is located about 100 feet to the west of Frager Road and about 150 feet west of the Green River. At about Station 15+00 the alignment passes through a utility easement to connect with South 2161h Street. The alignment then extends to the east on the south side of South 216th Street. j ( Grades along South 216th Street are generally flat and the properties surrounding the road are at j similar grades. Over the proposed sewer alignment the ground surface varies from about Elevation 35 to 40 feet. In the area adjacent to Frager Road, irregular soil berms are located along the proposed sewer alignment. These berms are generally about 5 feet tall and approximately 20 feet wide by 30 to 40 feet long. Subsurface Conditions We investigated subsurface conditions at the site by advancing four borings to nominal depths of _ about 26.5 to 41.5 feet (Elevations +17 to-7 feet). A more detailed description of our exploration program and summary exploration logs are provided as Appendix A. We also reviewed subsurface explorations from the report "Green River Geotechnical Investigation of Frager Road levee Kent, Washington" prepared by Hart Crowser dated January 27,2012. The site soils are heterogeneous and consist primarily of silt and fine to medium sand. Silt and sand lenses and layers were observed to vary in thickness and composition in the explorations. Based on our understanding of the geology of the area and our experience in Kent and the Green River Valley, we anticipate that there will be considerable variation in the depth, horizontal extent, and thickness of silt and sand layers across the site. In our explorations we typically encountered approximately 2.5 to 5 feet of fill over native alluvial soils along South 216th Street, and approximately 5.5 feet of fill over native alluvial soils in the berms in the area adjacent Frager Road. The fill generally appeared to be reworked alluvium with some gravel and occasional organics in a loose condition. The native soils observed in our explorations are alluvium consisting primarily of interbedded layers and lenses of loose to medium dense silty fine to medium sand, sandy silt and silt. This is consistent with younger Kent Valley Alluvium. Native soils encountered in our explorations below approximately 30 to 40 feet consist primarily of interbedded layers of medium dense to very dense j silty fine to medium sand and silty sand. This is consistent with older Kent Valley Alluvium. Fibrous peat containing wood and roots was observed from about Elevation 14 to 10 feet in boring GEI-132. The horizontal extent of the peat layer was not determined. The alluvium encountered in our explorations is consistent with the subsurface conditions shown in the 2012 Hart Crowser explorations. There is no Indication of peat or other significant organic layers in the Hart Crowser explorations. i Rage 21 Joly 31,2012 GmEnglnearn,Inc. FIIORo.W I0.ID?.-UO KENTVIEW SANITARY SEWER INTERCEPTOR>x Kent,Washington Groundwater I Groundwater was observed during drilling in all explorations between about Elevations 20 to 25 feet. Four monitoring wells were installed as part of this project. Groundwater levels in these wells were measured on June 29, 2012, shortly after installing the wells. Groundwater measurements were also recorded on July 28,July 29 and August 5, 2011 by Hart Crowser, Inc. in previously installed wells HC-B3 and HC-B5 each located about 200 feet east of the future sewer interceptor alignment. A summary of the groundwater measurements reviewed for this project are shown in Table 1, below. TABLE 1, GROUNDWATER MEASUREMENTS IV Approximate Approxtinate ' typeoE : Approxlrrate fYotoof ' Exploration t} r Explora#ion it i St`a#IonmE Pipo Invert GroungWp#cr I iteesuremant leyation tft) fovatlon(ftj 1 GITI BV f Well 34+Oa35'R 61,00 20 75 June 29,2012 GEI-B2 Well 20+9,6{50'1LI •: .�22.25 24.75, dune 29,2012, , GPI 83 Vaell ' t t2+00:00 ij n 2425 1",_ 22 50 June 29 2012 GEI B4 Well 03+50,00'R 26.50 20.00 June 29,2012 1% HC'B ? t WeII 03+00,1Q0 R 25; 5 3 u 15:40 July 29,20dr1 15,60 August 5 X 1 HC85 Bonng s 37+95170Rf 2075 rr 77Q.0 Ju1y28201'1 c ' (Dung Dniling)1. Cone Penetrometer HC CPT4 S eptember 11,2011 Test HC CPTS_ Cone P.enetrmnetert 1 ' t �` :5 f I 2 T ;Test „ 05+50.50 R 27 00 16 00 f September 11 2011 - - Cone Penetrometer HGCPT7 TT tGs+a4:7a'R 25 26 17 00z September 11,2 Notes: 011 . . . _ .. . 'Beyond proposed alignment,stationing projected. 2 Groundwater elevations inferred from pore water pressure measurement. CONCLUSIONS AND RECOMMENDATIONS Subgrade Preparation and B ac:kfiti Subgrade Preparation Prior to the placement of pipe bedding, the pipe subgrade should be in a firm and unyielding condition that will not cause settlement. in areas where the subgrade is soft or yielding, overexcavation and replacement of soft or yielding soil or subgrade amendment may be required. Where soft silt subgrade soils are present and no existing utilities are located below the subgrade, the subgrade may be amended by pushing or tamping quarry spalls into the soft subgrade to provide a firm surface. Quarry spalls should conform to WSDOT Standard Specification 9-13.6 "Quarry Spalls" and should be placed in lifts about one spall or rock thick. This method can raise GEOENGINEER luty3S,26i.?. Page3 rila l7o.041nda2-Qn KENTVIEW SANITARY SEWER INTERCEPTOR Keat,Washington j the subgrade as soft material is displaced. Accordingly, some overexcavation prior to placing quarry spoils may be required to maintain subgrade elevation. This level of subgrade preparation is intended to amend soft silts or loose sands to create a uniform bearing surface for the pipe. It may not be adequate to repair subgrades softened or loosened by heaving or boiling from inadequate groundwater control. If heaving or boiling conditions occur,excess water pressures must be controlled before the subgrade is overexcavated or amended. I Pipe Bedding Pipe bedding should consist of granular material with a maximum particle size of 3/4 inch and less than 5 percent passing the U.S. Standard No. 200 sieve. The pipe bedding should be a material that will conform to the shape of the pipe when the pipe is seated in the bedding. The pipe manufacturer should be contacted for additional bedding and backfill requirements. Trench Backflil Peat was encountered below the proposed pipe invert in one exploration, the extent of the peat was not determined. Peat can compress over time and create uneven settlement of the sewer line. If no additional weight is added above the peat layer this settlement will likely occur over many years and will likely not be noticeable over the life of the system. If additional weight is applied to the peat layer, for example, if the relatively light alluvium is removed and backfilled with relatively heavy bank run or pit run gravel,the amount of settlement can Increase and the rate of settlement can accelerate. In order to prevent inducing additional settlement beyond what would naturally occur over time, we recommend the trench be backfilled with either the spoils from the trench excavation or with imported material that does not weigh (when compacted) more than the alluvium that was removed. Where the sewer line is located in areas that are not sensitive to settlement at the ground surface, for example in the open grass areas adjacent to Frager Road or parts of the utility easement, the trench can be backfilled with the native alluvium from the trench spoils. The alluvium should be free of debris or large organic material such as tree stumps and should generally conform to WSDOT Standard Specification 9-03.15 "Native Material for Trench Backfill". The backfill should be placed in 12- to 18-inch lifts at a moisture content similar to the in-place moisture content. Each lift of the alluvium backfill should be uniformly compacted. Provided that the alluvium is placed and compacted as recommended, the density of the backfill should be similar to the density of the undisturbed alluvium. Some settlement of the trench backfill may occur. We recommend that the surface be crowned 6 to 12 inches over trench to account for this settlement. If a uniform ground surface is required, the surface could be leveled after construction. Where the sewer line is located in structural areas or areas that are settlement sensitive, for example adjacent to or under paved roads, the trench should be backfilled with structural fill. All backfill in structural or settlement sensitive areas should be compacted to at least 90 percent Page 4 j hily3l,2012: GooEoghteers,Inc, Fk No,04]O 102-M i i i I(ENNIEW SANITARYSEWER INTERCEPTOR:e Kent,Washington below 5 feet and to 95 percent about 5 feet of finish grade of the maximum dry density(MDD) as determined by ASTM International(ASTM)Test Method D 1557, We recommend that imported structural fill should consist of a uniform (poorly graded) coarse or medium sand. This gradation will have a lower in-place unit weight than typical bank run or pit run sands and gravels and should more closely match the weight of the native alluvium. This will reduce the risk of inducing additional settlement of the underlying compressible materials. In our opinion, material classified as a Poorly Graded Sand (SP) under the Unified Soil Classification System (ASTM D 2487)and with a maximum particle size of 3/8 inch is suitable for trench backfill. Native sand or silty sand alluvium may be considered for use as structural fill, provided it is placed with a moisture content within about 3 percent of optimum and can be compacted as specified. In order to construct a firm subgrade directly below pavement sections, we recommend backfill containing more gravel be used in the upper 2 feet of the trench backfill. In our opinion, material conforming to WSDOT Standard Specification 9-03.14(1) "Gravel Borrow" (as modified by Kent Engineering)is suitable for the upper 2 feet below the pavement section. Temporary Shoring and Dewatering Excavation Shoring Excavations will need to be sloped or shored to prevent the sides from caving. Shoring will be required to protect worker safety and to protect adjacent improvements including utilities and road improvements. Excavations deeper than 4 feet must conform to the provisions of Title 296 Washington Administrative Code (WAG), Part N, "Excavation,Trenching and Shoring" if workers are required to enter. Shoring, trench boxes or sloped sidewalls will be required under Washington Industrial Safety and Health Act(WISHA). The contract documents should specify that the contractor is responsible for selecting excavation and dewatering methods, monitoring the excavations for safety and providing shoring, as required, to protect personnel and structures. Dowatering Groundwater was observed to be between about Elevation 15 and 25 feet. The highest observed groundwater level relative to the proposed pipe invert elevation occurs at about Station 20+00 where groundwater was measured at above Elevation 24.75 feet and the proposed pipe invert elevation is about 22.25 feet. In this case, the groundwater would need to be lowered about 3 to 4 feet for construction. In our opinion, this amount of dewatering is feasible with sumps and pumps located inside the excavation. However, if seepage from the trench sidewalls induces or exacerbates sloughing additional groundwater control measures such as well points should be considered. I Groundwater is expected to fluctuate with season, precipitation and river level. We recommend that groundwater levels be checked just prior to construction and periodically during construction. The contractor should be prepared to change dewatering plans during construction in response to changing groundwater conditions. GEoENGINEERS Jaly31,2012i Pages rnoeo.na�aiae-no KENTVIEW SANITARY SEWER INTERCEPTOR 11 Kent,Washington Additional or revised dewatering and groundwater management recommendations may be provided later after the second round of groundwater monitoring is complete. I LIMITATIONS We have prepared this report for the exclusive use of the City of Kent and their authorized agents for Kentview Sanitary Sewer Interceptor project in Kent, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. Please refer to Appendix B titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. I Page 6 I July 31,2012 GeoGngineers,Inc, flu Po.0430082-00 i i I .8200Th St 1 202yr]�t4 L.i r jjhl �, �ji rosy �h 3 t s2o4Th st £!I '�7 h204Th SCS2�04Th st o i 051hSId ..� ,fir .� 0 '" 'Ssp `a —gi2087h S1 ., 2 8211Th St' StFG2�h Sf �' r.� i el s °err zM i.xi Anderson Park y '•, N N ( f r �� SITE Cszl7nral z 0 5220Th St. 5 t N 5(PABWpj+ j l I5270Th SI} w _.._ M is )` ro i, S221St8t y i 9'11Y222Nd\St �ln S C Cd f Cj 222Nd PI N 8224Th 9tS i t CNN+ ' S 22M1Th St t '(1 1 4 I I v�r SQ26Th Sf S s226Tn SI m < S227Th St 1€� 8228fh:6� Drgnwvh1vP0rk ':� N gg �. a;` 4 2 TIt St --- 1� e� j € . i P S J06M sy � r W S229Th PI 1 ic, a st- s42Nd l � tjnsseUWpoHs F'a7rr =3 y° I 1 m _# 1 7 t to c a !cs m Ny h 9y\eP !t yabn r ry jnincomo� ir< //' ��f `.�.y h tit Gimp, Ro wi rw) ""� t 3 VAA n WMo fort 9ti'V r _ j � r�. f !1� �'ra>3 poxv �j 4 �_ nRA,��eiiRa�� .✓ �� r z �� ,t1� '49240Th 'S240ThSt! ',1- WJamea 9t-- i fA �q,, of .,•. �, `C �11'tt,' TT� S; N i no y OligFlpt (J °2l}< 5 f ; m `� 1�- �olyrnpta }�hk�x� 2,000 0 2,000 qq R' Ott er'i}!P Peet so o Notes: Vicinity Map i.The locations of all features shown are approximate, o. 2.This drawing is for information purposes.It is intended to assist In c showing features discussed in an attached document.GeoEnglneers,Inc. m cannot guarantee the accuracy and content of electronic files,The master Kentview Sanitary Sewer Interceptor a file is stored by GeoEnglneers,Inc.and will serve as the official record of this communication, Kent, Washington O 3,It Is unlawful to copy or reproduce all or any part thereof,whether for U personal use or resale,without permission.9. Date Sources: ESRI Data&Maps,Street Maps 2005 W E N G I N E E R� Figure 1 Transverse Mercator,Stale Plane South,North American Datum 1983 „�, p� North arrow oriented to grid north � t>tkrPj�}4 `iTS'� IA�a�33��B��ix``f�'Skt f�✓ ' '�'t t�s�Sb� ��tx �".+`1�'a'i` i t F �ki S�a SQ �' '(6rH .2>� T zF � �.r:•-' sf .t� .�r ps S�r3✓ '-(is ool ;� 3s o d � m u c c W I s �#r^ �'� z_ `��`, • m r et +c �" t l4r h Ft m `1 IJ.J �'` Sfit, a l -s T>r k. #` 2 # ✓�. 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V 4 ! i KENNIEW SANIEARYSEWERIMERCERftiR if Kent,Washington APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING I Subsurface conditions were explored by advancing four hollow-stem auger borings on June 28 and June 29, 2012. Subsurface exploratory services were provided by Holocene Drilling, Inc. under subcontract to GeoEngineers, Inc. The borings were advanced to between 21.5 feet and 41.5 feet below surrounding site grades. Monitoring wells were installed in all four of the explorations. The wells were constructed in general accordance with Washington State Department of Ecology (Ecology)regulations and covered with a monument and cap. I The locations of the borings were located using a handheld global positioning satellite (GPS) devise. The elevations presented on the boring logs were based on the topographic survey data provided by the City of Kent. The locations and elevations of the explorations should be considered approximate. The exploration locations and other site features are included on the Site Plan, Figure 2. Our field representative obtained samples, classified the soils, maintained a detailed log of each exploration and observed groundwater conditions where applicable. The samples were taken with a standard split spoon sampler in general accordance with ASTM D 1586. The samples were retained in sealed plastic bags. The soils were classified visually in general accordance with the system described in Figure A-1, which Includes a key to the exploration logs. Summary logs of the explorations are included as Figures A-2 through A-5. LABORATORY TESTING Soil samples obtained from the borings were transported to GeoEngineers laboratory. Representative soil samples were selected for laboratory tests to evaluate the pertinent geotechnical engineering characteristics of the site soils and to confirm our field classification. The moisture content of selected samples was determined In general accordance with ASTM International (ASTM)Test Methods D 2216. The test results are presented on the boring logs. Particle-size analyses were completed on selected samples in general accordance with ASTM Test Method D 422. This test method covers the quantitative determination of the distribution of particle sizes in soils. Figures A-6 through A-8 presents the results of our sieve analyses. GEOENGINEERS lUly31,2(7 t2 page tt-1 File no.0410-132-00 SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS MAJOR DIVISIONS SYMBOLS TYPICAL By TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS wELL GRADEDGRAVEc,GRAVEL. ��j�� GLEAN o�G GW snuornxmREs i�i�ii� CC Cement Concrete GRAVEL GRAVELS AND FFORLYGRAGEGGRAVELS, GRAVELLY {LnTlEoppo Rnesl oVo° GRAVEL SAND NIXTURE6 MILE o o GP AC Asphalt Concrete COARSE GRAVELSWITH a RLTY GRAVELS,GRAVE I-$M0- I GRAINED irAr+E �'A GM sILTGnxmREs Crushed Rock! SOILS FFR°i N RINEs -_ -- CR Quarry Sticks RETAINED ON do. +APPPECIANLEANWtR CLgYEYGRAVELS,GRAVEL-SAND- — - 4SIEVE oFnBPeI G GC Suo tA%NRE9 jOp$OIIt TS Forest Duff/Sod SWw41A-GRADEO SANER,GRAVELLY CLEAN SANDS '�' ' ','• r,Al4os I40RETRIMOR SAND S--.- -_.- RETAREooNN'C. AND P-m.EOA40FIREu e00VEW FOURLY-GRADT"ANOe SANDY SP GItAVED.Y eANO Measured groundwater level in SOILS -- — exploration,well,or plezometer nbaE TNANoc^c SANDS WITH SM GLN SANos,snvo-slLr or COARSE FINES nuxTUREs Groundwater observed at time of FRACTION exploration PASSING NO.4 — P SIEVE IfppxECNPEzkovNr S.`+ CIAYEY&ANDS,SANG-CLAY oFasEr wxruREs Perched water observed at tone of exploration INORGAW C SILTS RCGK FlAVR, ML PLAS AYTICITY swTNsuGITr ® Measured free product in well or -" INORawfl GUNsormwTo �— plezometer SILTS uawounnT CL NFEWhi TAS Xu's RAWLY s, FINE AND LEssiHANLo OAys'SLEANOAyS Graphic Log Contact GRAINED CLAYS '- SOILS CL oRGArxcGLTsauocncwic Distinct contact between soil strata or sIL1V CtAYa OFLOWPIASnGtt geologic units INORGANIC SILTS OR Approximate location of soil strata WRETHANSUX I MH DIATORACEDUS SEW Saxe change within a geologic soil unit PASSING NO.zoo SIEVE AINps UQUIDDMn ' ' CH I �ci NiYcwrs aFHlGn Material Description Contact GREATERTIM50 CLAYS � Distinct contact between soil strata or ON ORGAnc GIAYSANOSILTsOF geologic units e.Eauxt rowcnPusnGtt _ ____ Approximate location of Sall strata HIGHLY ORGANIC SOILS PT PEAT,HubuQewMIPSOILSWm change within a geologic soil unit WGHOfiCAMCCIXtI£NiS NOTE; Multiple symbols are used to indicate borderline or dual soli classifications Laboratory! Field Tests Sampler SVmbOI Descriptions %F Percent fines AL Atterberg limits ® 2.4-inch I.D.split barrel CA Chemical analysis CP Laboratory compaction test ® Standard Penetration Test(SPIT) CS Consolidation test DS Direct shear Shelb tube Y HA Hydrometer analysis MC Moisture content ® Piston MD Moisture content and dry density OC Organic content Direct-Push PM Permeability or hydraulic conductivity PP Pocket penetrometer Bulk or grab SA Steve analysis g TX Triaxial compression UC Unconfined compression VS Vane shear Biowcount is recorded for driven samplers as the number of blows required to advance sampler 12 inches(or Sheen Classification distance noted). See exploration log for hammer weight NS No Visible Sheen and drop. SS Slight Sheen A"P"Indicates sampler pushed using the weight of the MS Moderate Sheen drill rig. HS Heavy Sheen NT Not Tested NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be representative of subsurface conditions at other locations or times. KEY TO EXPLORATION LOGS WENGINEERS FIGUREA-1 i Start End Total 41 8 togged By EKV Ddlter Holocene Drilling Inc. Drilling Hollow Stem Auger Drilled 6129/2012 6/29/2012 Depth(ft} Checked By US Method Hammer 83%efflclency Drilling Diedrich D50 Turbo Data 140(lbs)1 30(in)Drop Equipment A (In)well was Installed on 612912012 to a depth of 28 A. Surface Elevation(ft) 34.0 Top of Casing Vertical Datum NAVD88 Elevation(ft) Groundwater Depth to Easting(X) -122.271538 Horizontal Data fnaasurod waf.rfft Elevation do Northing(Y) 47.408366 Datum 6/2912012 14.0 20,00 Notes: Department of Ecology Well 88HM559 FIELD DATA WELL LOG III a m I Is E MATERIAL '� g v a i '� •a° Flush mount DESCRIPTION z v 5 "_ �� monument y m E g E a! 12 >'� o� Surface Seal w o - 12 dou `rR r9 (9 �- a 9 z l +1 s SOD 6i"has and SM Brown silty fine to coarse sand with occasional - oonaete surface gravel and organics(wood,tools)(very /�' i'� vast fears,moist)(fill) � 24nch Schedule 40 '\ "N PVC Well casing 3.0 , Beoniie back811 - 4,0 �.— nl 5 12 3 23 28 MC' AIL Brown sandysiltwith occasional organics;(roots) (medium stiff,moist)(alluvium) 10 l8 5 4,_5 6 SA 8M Brown silty fine to coarse sand with occasional organics(wood)(loose,moist) Q SNIPA Bmwn fine to coarse sand'with silt(very loose,ve 2-Inch schedule 40 PVC screen, 15 l8 2 6 wet) 30 U.e1-Iaeh slot width SA 5P Brown fine to coarse sandwith trace silt (medium dense,wet) y 3 20 17 to 2 24 SA 240 " 'i "�' Caforado sand 25 i8 18 8 25.0 (r d�, baokfilf ITt� 't� ©antottile seal Y 28.0 I 30 14 3 9 Grades to loose R O ! H I s; 5s s Note:See Figure A-1 for explanation orsymbots. g s Log of Boring GEI-B1 Project: Kentview Sanitary Sewer Interceptor 11 s Eo N INEER Project Location: Kent, Washington FigureA-2 Project Number: 0410-182-00 Sheet 1 of 2 FIELD DATA WELL LOG _ 0 MATERIAL 9 C DESCRIPTION v L O a E v 6 Ji N in sa 'o o Zvi 35 I8 40 to Grades to very dense y 40 19 20 - t1,12 ste Brownsilty,finessed Qnerflum dense,wet) 0 v Is V l 2 d 9 E z Note:one Figure A-1 for explanation of symbols. Ai 5 Log of Boring GEI-E1 (continued) Project: Kentview Sanitary Sewer Interceptor so Pd l R Project Location: Kent, Washington Figure A-2 Project Number: 0410-182-00 Sheet 2 of 2 i Start End Total 255 logged ey L Duller Holocene Drilling Inc. DdillOg Hallow Stem Auger Drilled 612912012 6/29/2012 Depth(ft) Checked By LJS Method Hammer 83%efficiency Drilling Diedrich D50 Turbo Data 140(Ibs).130(in)Drop Equipment _- A (in)well was Installed on 6/29/2012 to a depth of 20 Surface Elevation(it) 33A Top of Casing Vertical Datum NAVD88 Elevation(11) Groundwater Depth to resting(X) -122.273263 Horizontal Date MBa..Ld ale,fit Elevason in Noshing(Y) 47.408424 Datum 6/29/2012 9.0 24.00 I Notes: Department of Ecology Well SBHM560 FIELD DATA WELL LOG MATERIAL w �• c E E � m o Z` d v >~ Flush mount 0 26 a v 9 8 DESCRIPTION 2 v a o monument a c 2 0 " m n a`3 n a a� Surface Seal m m o o m m E to 'So Z•u w a c Or m U N 'S U' C7U �a is 0 14 18 1 > > SOD 6 inches sod SM Dream silty fine to coarse sand with graveL and —aonaeto sidace occasional organics(roots)(medium dense, sent moist)(fig) ,l� Vmh Schedule 40 \ \ PVC was casing SM Brown silly fine to medium sand(medium dense, 3'0 'tary gt� moist to wen(alluvium) 4,0 �y(y; •+:<,[.' ealloniiebnektni 5 14 3 2 22 6.0—!d"':, SA 10 18 0 3 Uradestov loose,wct 32 PVCsconal, l940 SA - PVC screen, 0.01-Inch slot Mdlh 0 15 18 2 4 15.0 Colorado sand -`• hackfill PP 13mrmpeat(wood,roots)(medium stiff,wet) 97.0 ;s ' 6 @entonite seal e� 9 20 t8 5 5 282 20.0 Yr4i Pz.S tic ,'o NIL Gray silt with organics(wood)and occasional sand(medium stiff,wet) i? 25 18 4 G 25.0 d,a ' F I 3F U 5 Note:Sao Figure A-1 for explanation of symbols. A Log of Boring (3EI-B2 a Project: Kentview Sanitary Sewer Interceptor Project Location: Kent,Washington s �� Figure A-3 Project Number: 0410-182-00 sheet 1 of 1 Stall End Total 31 5 Logged By EKV Ddlier Holocene Drilling Inc. Drilling Hollow Stem Auger Drilled 6/28/2012 6/2812012 Depth(it) Checked By US Method Hammer 83%efficiency Drilling Diedrich D50 Turbo Data _140(Ins)130(in)Drop Equipment A 2(in)well was installed on 6/28/2012 to a depth of 30 (ft). Surface Elevation(it) 45.0 Top of casing Vedlcal Datum NAVD88 Elevation(it) Groundwater depth to Easting(x) -122.274601 1forcemal - OaloMeeeoraa Water u €riry n (it) Northing(Y) 47,405381 Datum 0128/2012 25.0 21.00 Notes: Department of Ecology Well#BHM558 FIELD DATA WELL LOG m v MATERIAL v 2 y o gi o` Plush mount o :' v & o DESCRIPTION d� = monument a .8 ,m a is Surface Seal lit C IE a m u r� U t' 0 �cg ❑ 0 11 6 1 1111 SOD 6 inches sod Nosh Schodute 40 hh - gb1 Brawn silty fine to coarse sand with occasional - 1.0 Y'X ;!� PVC well vessel gravel and organics r (roots)(loose,moist) y, yt lCof crele scomea (fill) 2.0 0 f� seal .yt ITt —eentonrta b iekfllt +Qa t5 16 2,3 ML noevil aandysiltand occasionalgmvol(vary � s stiff,moist)(alluvium) hrL BrowrJy'ay/green silt with organics(wood)and go— occasional *'f' send(stiff,moist) •';Fc ti yY Y4: 10 13 6 4 28 MC , 1 ' Colorado and backfll 15 0 .yo get Brawn silty fine to medium send(loose,moist) sj1 R R 54 14 SA 5;t M[, Bro,vnsendy silt(metium stiff,moist) �d -- 2-inch Schedule 40 20 r, 15 4 7 m 26 ,':yr ; PVC seen, 0 SA OA1Jnch slot seen Q Star Brawn silty fine to medium sand(very loose, % ;. v, motet to wet) 25 17 l $ 34 O SA a h>i- Brownasio ails send (medium —(wood) ad a occasional sand{medium stiff,wel)(native) s 30 18 3 9 - 97 30.0 E 0 MC x� C H Note:Sea Figure A-1 for explanation of symbols. 9 _ d 5 } Log of Boring GEI-B3 Project: Kentview Sanitary Sewer Interceptor , � Project Location: Kent,Washington jFigureA�4Project Number: 0410-182-00 II Start End Depth Logged Sy EKV Drilling Dtllled 6129 012 6{2612012 Depth(it) 41.5 Checked ey LJS Driller Holocene Drilling Inc Method Hollow Stem Auger Hammer 83%efficiency Drilling Diedrich D50 Turbo Data 140(]be)(30(in)Drop Equipment A 2(in)well was Installed on 612812012 to a depth of 31 Surface Elevation(it) 43.0 Top of Casing Vedical Datum NAVD88 Elevation(ft) Groundwater Dept1. resting(X) -122.275021 Horizontal Date Measured culture) Sitwell.(0) Northing(Y) 47.404297 Datum 6/28/2012 22.0 21.00 Notes: Department of Ecology Well#BHM FIELD DATA WELL LOG 6 v e marMATERIAL ai '2 w" to > Flush mount v d a DESCRIPTION e� "=o m mmonument 2 g 3 L � a �'� i�•• ❑� Surface Seal w w w m o S m m 0 g m o o Z° W O c m to to 'S 0 (.a L) 20 p a a 8 9 I 0 1 SOD 6 inches sod ' ✓. —.;e, PInch 11 owing SM - Brawn silty Etas to coarse sand with gravel and 1 A X� % PVC well mains occasional organics(tools)(loose,moist) /� Y� 0onaete surface (fill) 2A t +s. seal 50 5 12 17 2,3 eentonito hackfill " SM Gray silty fine to worse sand(medium stiff, U c� moist)(alluvium) Y2; SM Brown silty fine to medium sued(very loose, 10 17 3 q moist) 16 _ SA 15 16 6 13 SA Mr. Brawn sandy sill(medium stiff,moist) d 20 16 4 ¢ 12 ,';,� 2-Inrh Scherfule qo o.olgrKh stet wdm o SP Brown fine to coarse send with tmeonit(looso wet) ly 25 la 6 7 31 u SA 2 ypp ah -- PT Brown/gray silt with organics(soft,wet) - so 18 7 S - 109 so MC 31.0-- '. ,,o a_d 35 »� - Note:See Figure A-1 for explanation of symbols. 5 Log of Boring GEI-B4 a Project: Kentview Sanitary Sewer Interceptor o I ME N G I N �R Project Location: Kent,Washington a Figure A-5 Project Number: 0410-182-00 Sheet 1 of 2 FIELD DATA WELL LOG E v o `s MATERIAL a 8 z 38 DESCRIPTION d HE v v v v o 6 W Gl G K m U t2 3 (9 00 35 18 7 9 SM l3rown/6"y silty fine sand(dense,wet) a 40 8 24 10 fil u u 0 5 2 3 a 9 a� F ti Note:See Flgme A-1 for explanation of symbols. 4 5 Log of Boring GEI-B4 (continued) Project: Kentview Sanitary Sewer Interceptor Project Location: Kent, Washington Figure A-5 Project Number: 0410-182-00 Sheet 2 of 2 i o _ o 0 o z a Na 0o O � at W 65 W W 1 D O N -- __ —-_ _- — LLI a a Lu o - W cy n w QN 0 ¢ - z ~ n o M PWi a e_ {U — _ M _— CDH W -- IDv� M ,- c- a O g m Cb m d5 _ O X Z I U tll N — o 0 0 0 0 0 0 0 0 o O o O O) 00 Il- (D to V' (7 N L 1NE)13M Ag E)NISSVd IWIO?J3d a I i SIEVE ANALYSIS RESULTS d EoENGM: ER FIGUREA-6 0 ill i I C O O O i I V O � a Z fit W — — ~ p N --- — (C� `'� - --- - --- CO N iPG z a - -- - o C7 0 CD — -- -- -- p z o o v O Z ------ _ ___ _.__ Q 02 m W p, Z O O CD ol O N o O O O O O O O O O O O O O O h- (D Lo V' M N �- 1HE)I3M A9 E)NISSVd J-11302J3d 0 N SIEVE ANALYSIS RESULTS d WEN INEERS FIGUREA-7 0 C) O C) CD, 0 CD t t z C) 0 Cl) aNc =TT 0 -------------- -- ---- ----------=--- CD ----------- ------ --- ------ --- w 0 ti 0w C) co m m CL Z CD CD cD CD C) 0 0 CD 0 0 CD C) 0 CD C) 0) co rl- (0 N It co N 10 .0. iHE)GM AO E)NISSVd 1l\1d0213d 9 SIEVE ANALYSIS RESULTS GEoENGINEER FIGURE A-8 i I I r I r r APPENDIX Report Limitations and Guidelines for Use A. 41, 1 A� J f y I j7 l \ ` t r � KENTVIEW SANITARYSEWER INTERCEPTOR m Kent,Washington , ( ( APPENDIX B REPORT LIMITATIONS AND GUIDELINES FOR USE1 This appendix provides information to help you manage your risks with respect to the use of this report. Geotechnical Services Ave Performed for Specific Purposes, Persons and Projects This report has been prepared for the City of Kent and their authorized agents. It may be provided to regulatory agencies for review purposes. The information contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. No party other than the City of Kent and their agents may rely on the product of our services unless we agree to such reliance in advance and in writing. This is to provide our firm with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with our Agreement with the City of Kent dated June 25, 2012 and generally accepted geotechnical practices in this area at the time this report was prepared. Use of this report is not recommended for any purpose or project except the one originally contemplated. A Gootechnical Engineering or Geologic Report is Based on a Unique Set of Project- Speciflc Factors This report has been prepared for the Kentvlew Sewer Interceptor project in Kent, Washington. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, it is important not to rely on this report if it was: ® not prepared for you, w not prepared for your project, ra not prepared for the specific site explored,or oa completed before important project changes were made. For example, changes that can affect the applicability of this report include those that affect: VA the function of the proposed structure; i Is elevation,configuration,location,orientation or weight of the proposed structure; rn composition of the design team;or E4 project ownership. +Developed based on material provided by ASFE,Professional Firms Practicing In the Geoseleneos;www.asa.org. I G EoENGINEER ]ttly31,2012 PageB-1 File No. A10-1n2-nn KENTVIEW SANITARY SEWER INTERCEPTOR :r Kent,Washh)&n i I If important changes are made after the date of this report, we recommend that GeoEngineers be given the opportunity to review our interpretations and recommendations. Based on that review, we can provide written modifications or confirmation, as appropriate. i Subsurface Conditions Can Change This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by man-made events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes,slope instability or groundwater fluctuations. If more than a few months have passed since issuance of our report or work product, or if any of the described events may have occurred, please contact GeoEngineers before applying this report for its intended purpose so that we may evaluate whether changed conditions affect the continued reliability or applicability of our conclusions and recommendations. Most Ceotechnical and Geologic Findings Are Professional Opinions Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies the specific subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an informed opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Gootechnicai Engineering Report Recommendations Are Not Final The construction recommendations included in this report are preliminary and should not be considered final. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers is unable to assume responsibility for the recommendations in this report without performing construction observation. We recommend that you allow sufficient monitoring, testing and consultation during construction by GeoEngineers to confirm that the conditions encountered are consistent with those indicated by the explorations,to provide recommendations for design changes if the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A Gootechnical Engineering or Geologic Report Could Be Subject to IVllsintorpretatles Misinterpretation of this report by members of the design team or by contractors can result in costly problems. GeoEngineers can help reduce the risks of misinterpretation by conferring with appropriate members of the design team after submitting the report, reviewing pertinent elements of the design team's plans and specifications, participating in pre-bid and preconstruction conferences,and providing construction observation. I Pagefi-2 ;July31,2012 Georngineers,lim Poorio.0410P 102-00 KENTVIEW SANITARY SEWER INTERCEPTOR s Kent,Washington I) Do Not Redraw the Exploration Logs Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. The logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Photographic or electronic reproduction is acceptable, but separating logs from the report can create a risk of misinterpretation. Give Contractors a Complete, report and Guidance To help prevent costly problems associated with unanticipated subsurface conditions, we recommend giving contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report's accuracy is Iiinited. In addition, encourage them to confer with GeoEngineers and/or to conduct additional studyto obtain the specific types of information they need or prefer. Contractors Are Responsible for Site Safety on Their Own Construction Projects Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and adjacent properties. Read These Provisions Closely It Is important to recognize that the geoscience practices (geotechnical engineering, geology and environmental science) are less exact than other engineering and natural science disciplines. Without this understanding, there may be expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations" provisions In our reports to help reduce such risks. Please confer with GeoEngineers if you need to know more how these "Report Limitations and Guidelines for Use"apply to your projector site. Biological pollutants GeoEngineers' Scope of Work specifically excludes the investigation, detection, prevention or assessment of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations, recommendations, findings or conclusions regarding the detecting, assessing, preventing or abating of Biological Pollutants, and no conclusions or inferences should be drawn regarding Biological Pollutants as they may relate to this project. The term "Biological Pollutants" includes, but is not limited to, molds, fungi, spores, bacteria and viruses, and/or any of their byproducts. A Client that desires these specialized services is advised to obtain them from a consultant who offers services in this specialized field. ! I i GEOENGINEERS Joly91,2012 ? Page63 Filatio.G910Ibz-0{I i v o L v Q w r ®C uj LU C ry y7 � i LLJ uj � . I , - tE: � d I -_ - m .�- (}aa})uo�}ane�3 ae}empunm.�peansaow I I 0 4 N W yd P GMENGINEERS� 1101 South Fawcett Avenue,Suite 200 Tacoma, Washington 98402 253.383,4940 July 2, 2013 City of Kent 220 Fourth Avenue South Kent, Washington 98032 Attention: Ken Langholz Subject: Revised Supplemental Groundwater Data Kentview Sanitary Sewer Inceptor Kent,Washington File No. 0410-182-00 The purpose of this report is to provide additional information for the Kentview Sanitary Sewer Interceptor project in Kent, Washington. We previously prepared a geotechnical report for the project dated July 31, 2012. As part of this study we installed four monitoring wells on June 29, 2012 with electronic piezometers in each of the four wells. On October 1, 2012, we measured groundwater levels and downloaded data from the electronic piezometers. This data was provided in a report dated October 18, 2012. On June 21, 2013 we measured the wells and downloaded the data from the remaining electronic piezometers again. This report contains all the groundwater data collected after our July 31, 2012 report and should supersede the October 1, 2012 supplemental report. We compared the recorded data from the piezometers with the groundwater measurements taken by hand at the time the electronic piezometers were installed and each time the data was retrieved. Data from the electronic piezometer installed in boring 3 did not match with measurements taken by hand, indicating that there was likely a malfunction in the device. We've excluded the data from this piezometer. In borings 1 and 4 groundwater levels dropped below the bottom of the wells during the monitoring period. The well in boring 4 was silted up and the piezometer could not be reinstalled after the first reading. A summary of the groundwater data is provided in the table below. A graph of the data collected from the piezometers is attached (Figure 1). i I I . � ) 72l \ „ \ ) \ 3Ik ] u ® \0 = / w � / [® \ \ ) 0 \ � d ] \ } 23 \ / ] } j } \ maCN ( \ \\ \\ ! ° } 4 > 0 > f ] 7 2 ! ; r00 . / \ ) cq m \ \ / \ E > 1 CN ~� k > ~ . ~ § E ) , m (6 » § \ j 3 . � ) ) kfbp k m \ \ co / f3CA 0 K w _ ) ) / 3 3 z \ J ° i City of Kent July 2,2013 Pago 3 i i i i I If you have any questions or require anything further, please contact us. � I Sincerely, GeoEngineers, Inc. Lyle J. Stone, PE Senior Geotechnical Engineer /;U. Gary W. eIN nderson, PE Principal US:GWH:tt Figure 1.Groundwater Data-Graphical Disclaimer:Any electronic form,facsimile or hard copy of the original document(email,text,table,and/or figure),if provided,and any attachments are only a copy of the original document.The original do suramt is stored by GooFindneers,Inc.and will serve as the official document of record. Copyright©2013 by GeoEngineers,Inc.All rights reserved. I l I I GWENGINEERS nre NO,0410 18200 I o � N _ m cu iT e o a W 0 s Y va I � � I r I " I {�aa{)ao�gena�3�alumpuno�9 pamseay.� '� O O N W O V O i i TRAFFIC CONTROL PLAN 4 Kentview Sanitary Sewer Interceptorjlangholz A - 4 June 4, 2014 Project Number: 10-3003 III i I I i it CONNECTION TO AN EXISTING WATER MAIN I Kentview Sanitary Sewer Interceptor/Langholz A - 5 June 4, 2014 Project Number: 10-3003 - ` — - -- - - -, 3"21 CONNECTION T0A0 EXISTING WATER MAIN A. physical separation between all untested and potentially contaminated w/aiernn8iUa (or main extensions) and the C|ty/s existing water oyyhen0 shall be maintained at all times unless the connection is protected by an approved City and VVSD0H backOOwdevicc. See Standard Nan 3-2. A hydrant meter and an mp0[VVed hackfln\w prevention device shall be used whenever drawing water from the O 'o water system. Hydrant meters and hackf!ow prevention devices may be obtained from the Public Works Operations Division, Water Section located at 5321 South 240th Street, The Developer will be required to complete the billing forms for a Water Permit and making the required damage deposit. There will be a charge for all water used in accordance with KCC 7.8l.180 ^ Temporary Water Meters. Prior to the new watermain being installed, the contractor has the option of Cutting in the connection tee ont hu existing waterrna|n/ or providing potable Water from on existing hydrant or b|uvVoffto provide a temporary water supply. lf the contractor chooses the option of installing a new connection tee, the contractor shall install new resilient wedge Y3|Yes on all sides o[ the tee, or otherwise as required by the Engineer. A mechanical joint plUgwith a 2n minimum tap and proper blocking shall be installed on the new incoming mainline valve at the new tee with piping accessible t0 accommodate filling the new water main. 3,2.2 CUBING Foam cubes (pigs) shall be inserted Into and pushed through the new water mail) Lo remove any residue., dirt, debris, obstruction or possible foreign material in the new w/atermain. 3^22,& Cube Usage L The Water Section will supply the foam cubes Lo the contractor based on the water system (|aSiyn as Shown on the approved Engineering Plan. 2� The Developer shall pickup the CUoesat Public Works Operations and shall install two (I) foam cUheu at the initial connection and two (7) foam Cubes at each lateral connection h" in diameter and larger 3-1J ��63 �lTYo� hr[�[�N � �1N\ ri�U/( [iO� ^T� A�\n ��/�(downstream of each CO»necb»Q valve), as the new main is installed. This would include all 6» and larger diameter lateral runs to hydrants that are longer than one full pipe length/ or have more than 8 single joint inthem. 3. A mechanical joint cap with 8Z" minimum tap shall be installed with pro per blocking a� the initial connection point on the new main with piping accessible h) accommodate both flushing and chlorine injection. 4. The Water Section shall retrieve the foam Cubes when the contractor per[Onna the cubing process. All Cubing and flushing shall be Under the supervision nf the Water Section or the Inspector, S. To accommodate the launch and the retrieval of the cubes/ the minimum blow-off size shall be6^for VYa0ero0aiD diameters upho12^. 6. It oh3|1 he the contractor's responsibility to properly dispose of all flush water per Section 3.23 below au well as locating and retrieving any »|oyt^ or missing cubes or partial cubes from the vVatennain. 7� In the event that the initial cubing does not adequately clean the new water mains, the contractor shall be required to provide additional point(s) for launching and retrieval of additional CUhas/ and re-cube those sections of main that have debris in them until clean, as determined by the Water Section. 3.23 CHLORINE INJECTION After the Developer has cleaned the vvaternnoin by Cubing and flushing, the Developer shall inject a liquid chlorine solution evenly throughout the new main and all connections and Appurtenances for complete and optimal disinfection, The chlorine dosage shall be a D1inl[nUUA of S0 8og/| and a rn8xiUoU|n of 100 nog/|. AVVVV/\ C051-99 Standards include detailed procedures for the adequate disinfection, flushing and microbiological testing of all watermains, If the, Developer Wishes the VV3t8r 58CiioD to d0 the injection, the Inspector shall give the Water Section five (5) working days notification to perform the chlorine injection. The Contractor must sign a waiver holding the City harmless for any failure of purity sano0|eu duo to the wnd( performed by the Water Section, on well as agreeing LO reimburse the City for all costs associated with the disinfection process. Work may ' be Scheduled after hours, outside of the 5-day notification period, oi- refused by the City due to manpower nrworkload constraints. The chlorine xh8|( remain in the main for the time specified according to the procedure used from AYVVVA Standards C651-99. /\[Ltr the 24-hour disinfection period, the remaining residual throughout the vv8tehilain and Appurtenances shall not he lower than 25 |ng/L/ \ysoit \NoU}[| require reapplication o[ chlorine, 'Fhe Contractor shall 6o responsible for disposing Of all chlorinated water. Chlorinated water shall be disposed of in an approved sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary sewer will he at risk/ the Developer shall be responsible for disposing of the water per all applicable regulations, 3-23 ' | | Amount of chlorine needed to produce 50mg/L in 18' of pipe (one pipe length) for 5.2596 household bleach (with no additives), 12.596 sodium hypuch|nriteso|UUono and 65% available dry calcium hypochlorite is shown in the following table, Table 3.7 Formula: Gals Required (Pipe Lengfh/l8) X Disinfectant Amount Example: How many gallons Vf fresh S.2596 sodium, hyPnchlorite will burequired to disinfect 5,00O/ of8^ main? 5/000' —, 18/ 27R lengths ofU" pipe 278X0^089 11 gallons required All Costs for re-injecting, including the Inspector's time to CODAe back due to the Developer "riot being ready," will be the responsibility of the Developer. Costs shall be the actual costs |AdUNng hourly overtime rate for labor, overhead/ equipment and materials and any other associated charges. The costs shall be based on the latest cost schedule prepared and approved annually by the Engineer. 3"24 BACTERIOLOGICAL PURITY SAMPLES Two (2) consecutive S8to of acceptable Purity Smnp|oy, taken at least 24 hours apart/ shall be cO|l8CC8d (r000 representative points of the new vvatCro0ain, all appurtenances and all other connections io the new vvaCe[0oaik(S). Water Section personnel will take the first bacteriological J)Urity sample(s) after the chlorine is removed, flushing is completed and the. chlorine level is Do greater than, or less than, tile level present in the adjacent distribution system. Water services installed prior to watermain testing shall also be purity tested with tile water rylairl and all other connections to the new w/aterrnain. The second set ofpurity samples shall be taken 24 hours after the first set of samples, A representative background 3`24 1, r I sample of the City water system may be taken from the distribution source at the same time purity samples are taken from the new main. In the event that the Water Section or the Inspector determines that trench water, dirt or debris has entered the new main during construction, the first purity samples shall not be taken until the water has stood in the new main for at least 16 hours after final flushing. As above, the second set of purity samples shall not be taken until the water in the new main has stood for an additional 24 hours. No water shall be flushed during the 16- or 24-hour incubation periods described above, or prior to the purity samples being taken. It shall be the Developer's responsibility to make arrangements to transport the sample(s) to a state-certified laboratory approved by the Water Section, The Developer shall be responsible for paying all costs for the purity samples, Two (2) consecutive samples, 24 hours apart, must show no coliform presence before performing final connections to the existing water system. The Water Section may be available during normal working hours, depending upon workload; (7:30 am to 4:00 pm), excluding holidays and weekends, to take purity samples, assist with cubing and chlorine injections. The Developer shall reimburse the City for all associated costs including labor, overhead, equipment, and material charges. Outside of normal working hours, the Developer shall reimburse the City at the most current hourly overtime rate for label-, overhead, equipment and material and any other associated charges. The costs shall be based on the latest cost schedule prepared and approved annually by the Engineer. 3.25 PRESSURE AND LEAKAGE TESTS All new water mains, extensions of existing mains, water system appurtenances and water services larger than 2" shall be pressure tested for leakage in accordance with Section 7-17.3(2) of the WSDOT Standard Specifications. Water appurtenances 2" and smaller installed prior to watermain testing shall also be Pressure tested With the Watermain. At no time will the temporary water system connection or backflow, device remain connected or in place during the pressure test procedures. All costs for re-testing, including the Inspector's time to come back due to the Developer"not being ready," will be the responsibility of the Developer. Costs shall include labor at overtime rates, overhead, equipment, material and any other associated charges. The costs shall be based on the latest cost schedule prepared and approved annually by the Engineer. 3.26 FINAL CONNECTION(S) TO THE EXISTING WATER MAIN When both sets of purity sample results are satisfactory and received In writing from the state-certified laboratory, and all other City water system standards have been met, the Developer shall be allowed to connect the new mains to the existing distribution system following City a,nd AWWA Standards. It shall be the 3-25 ------ ---- Contractor's responsibility to prevent, at all times, the contamination of the new and existing watermains with trench water, dirt, debris, or other foreign material. The Inspector and/or Water Section representative must be present to witness the final connection(s) to the existing water system, to turn on and flush the new water system, and to place the new water system and appurtenances into service. 3-26 1 i DISCHARGE/FLUSHING APPROVED CROSS DECHLORINAT[ON CONNECTION CONTROL DEVICE AND METER I SUPPLY HOSE TEMPORARY TEST SAMPLING FAUCET BLOCKING CONTROL VALVE NEW WATER MAIN TEMPORARY CAP OR PLUG I APPROVED CROSS- DISCHARGE/FLUSHING CONNECTION CONTROL DECHLORINATION DEVICE AND METER TEMPORARY BLACKING SAMPLING FAUCET — �CONTROL VALVE ' I ' Ely NEW WATER MAIN TEMPORARY CAP OR PLUG NOTES: NOTE:THIS PLAN IS NOT A LEGAL ENGINEFR[NG DOCUhiFNT BUT I. THE USER SHALL PROVIDE THEIR OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 17 ENGINEER AND APPROVED FOR PUBL[CATION IS KEPT ON PILE AT METER AND DISCHARGE POINT.GATE VALVE BETWEEN THE ` . 0� WASy/ THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, h1ET Qe v c� �d CITY OF KENT' 2. CROSS CONNECTION CONTROL O h 1"9 L ENGINEERING DEPARTMENT DEVICE AND METER SHALL BE SUPPORTED IFNOT RESTING ON �''` - �� ' TEMPORARY HYDRANT THE GROUND. - 10 ,p 21493 p CONNECTION 0,0rs FDISIE��C;`y�4\ DESIGNED-- scn�E_ NONE STuaPNm DmIlN�ON PwI --- — �< 3-2 MPROVEO i I I i i I I i I i i PREVAILING WAGE RATES I, Kentview Sanitary Sewer InterceptorfLangholz A - 6 June 4, 2014 Project Number: 10-3003 i State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504.4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 6/4/2014 County Trade Job Classification Wage lHoliday Overtime Note King Asbestos Abatement Workers Journey Level $41.69 5D I King Boilermakers Journey Level $64.44 5N 1C King Brick Mason Brick And Block Finisher $43.26 5A 1M King Brick Mason Journey Level $50.12 5A 1M King Brick Mason Pointer-Caulker-Cleaner $50.12 5A 1M King Building Service Employees Janitor $20.59 5S 2F King Buitcing Service Employees Traveling Waxer/Shampooer $21.00 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $24.29 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.15 5S 2F King Cabinet Makers (in Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $50.82 5D 1M King Carpenters Bridge, Dock And Wharf $50.82 5D 1M Carpenters King Carpenters Carpenter $50.82 5D 1M King Carpenters Carpenters on Stationary Tools $50.95 5D 1M King Carpenters Creosoted Material $50.92 5D 1M King Carpenters Floor Finisher $50.82 5D 1M King Carpenters Floor Layer $50.82 5D 1M King Carpenters Scaffold Erector $50.82 5D 1M King Cement Masons Journey Level $51.18 7A 1M King Divers a Tenders Diver $105.37 5D 1M 8A King Divers It Tenders Diver On Standby $59.50 5D 1M King Divers & Tenders Diver Tender $54.82 5D 1M King Divers a Tenders Surface Rev Et Rov Operator $54.82 5D 1M King Divers a Tenders Surface Rcv Et Rov Operator $51.07 5A 1 B Tender King Dredge Workers Assistant Engineer 1 $53.00 SD 3F King Dredge Workers lAssistant Mate (Deckhand) 1 $52.58 5D I 3F r uyc King Dredge Wor�kers Boatmen $52.301 5D King Dredg e Workers Engineer Welder $54.041 5D King Dredge Workers Leverman, Hydraulic $55.171 SD 3F d King Dredg e Workers Mates $52.301 5D 3F 67 King PEE�� 1ter $52.581 5D 3F King Drywall Applicator Journey Level $50.82 5D 1 H King Drywall Tapers Journey Level $50.87 5P LE King Electrical Fixture Maintenance Journey Level $25.84 5L 1 E Workers King Electricians - Inside Cable Splicer $65.69 7C 2W King Electricians - Inside- Cable Splicer (tunnel) $70.52 7C 2W King Electricians - Inside Certified Welder $63.49 7C 2W King Electricians - Inside- Certified Welder (tunnel) $68.10, 7C 2W King ing Electricians - Inside Construction Stock Person $35.691 7C 2W King Electricians --inside Journey Level $61.301 ZC 2W King Electricians - Inside Journey Level (tunnet) $65.69 7C 2W King gEtectricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powertine Cable Splicer $68.33 5A 4A Construction King Electricians - Powertine Certified Line Welder $62.50 5A 4A Construction King Electricians - Powertine Groundperson $42.56 5A 4A Construction I King Electricians - Powertine Heavy Line Equipment $62.50 5A 4A Construction Operator I King Electricians - Powertine Journey Level Lineperson $62.50 5A 4A Construction King Electricians - Powertine Line Equipment Operator $52.47 5A 4A Construction King Electricians - Powertine Pole Sprayer $62.50 5A 4A Construction King Electricians - Power-tine Powderperson $46.55 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic _$80.14 7D 4A King Elevator Constructors Mechanic In Charge $86.77 7D AA King Fabricated Precast Concrete All Classifications - in-Factory $15.25 5B IR Products Work Only King Fence Erectors Fence Erector $15.18 1 King Raggers Journey Level $35.34 7A 31 King Glaziers Journey Level $53.76 7L IY King Heat a Frost Insutators And Journeyman $58.93 5J is Asbestos Workers King Heating Equipment Mechanics Journey Level $69.37 7F IF King Hoc] Carriers It Mason Tenders Journey Level $42.99 7A 31 King Industrial Power Vacuum Journey Level $9.32 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1K King Inland Boatmen Cook $50.95 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B iK King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cteanina/Sealing Of Cleaner Operator, Foamer $31.49 1 Sewer a Water Svstems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer a Water Systems BV Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer& Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer a Water Systems By Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer a Water Systems BV Remote Control King Insulation Applicators Journey Level $50.82 5D 1M King Ironworkers Journeyman $59.77 7N 10 King Laborers Air, Gas Or Electric Vibrating $41.69 7A 31 Screed King Laborers Airtrac Drill Operator $42.99 7A 31 King Laborers Ballast Regular Machine $41.69 7A 31 King Laborers Batch Weighman $35.34 7A 31 King Laborers Brick Pavers $41.69 7A 31 King Laborers Brush Cutter $41.69 7A 31 King Laborers Brush Hog Feeder $41.69 7A 31 King Laborers Burner $41.69 7A 31 King Laborers Caisson Worker $42.99 7A 31 King Laborers Carpenter Tender $41.69 7A 31 King Laborers Caulker $41.69 7A 31 King Laborers Cement Dumper-paving $42.46 7A 31 King Laborers Cement Finisher Tender $41.69 7A 31 King Laborers Change House Or Dry Shack $41.69 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 31 King Laborers Chipping Gun(30 Lbs. And $42.46 7A 31 Over) King Laborers Choker Setter $41.69 7A 31 King Laborers Chuck Tender $41.69 7A 31 King Laborers Clary Power Spreader $42.46 7A 31 King Laborers Clean-up Laborer $41.69 7A 31 King Laborers Concrete Dumper/chute $42.46 7A 31 Operator King Laborers Concrete Form Stripper $41.691 7A 31 King Laborers Concrete Placement Crew $42.46 7A King Laborers Concrete Saw Operator/core $42.46 7A 31 Driller King Laborers Crusher Feeder $35.34 7A 31 King Laborers Curing Laborer $41.69 7A 31 King Laborers Demolition: Wrecking Ft Moving $41.69 7A 31 (inc(. Charred Material) King Laborers Ditch Digger $41.691 7A 31 King Laborers Drill Operator $42.46 7A 31 (hydraulic,diamond) King Laborers Dry Stack Watts $41.69 7A 31 King Laborers Dump Person $41.69 7A 31 King Laborers Epoxy Technician $41.69 7A 31 King Laborers Fatter Et Bucker Chain Saw $42.46 7A 31 King Laborers Fine Graders $41.69 7A 31 King Laborers Form Setter $41.69 7A 31 King Laborers Gabian Basket Builders $41.69 7A 31 King Laborers General Laborer $41.69, 7A 31 King Laborers Grade Checker Et Transit $42.99 7A 31 Person King Laborers Grout Machine Tender $41.69 7A 31 Post Tension Beams King Laborers Guardrail Erector $41.691 ZA 31 King Laborers Hazardous Waste Worker (level $42.99 7A 31 King Laborers Hazardous Waste Worker (level $42.46 7A 31 —'g Laborers Hazardous Waste Worker (level $41.69 7A 31 King Laborers High Scaler $42.99 7A 31 King Laborers Maintenance Person $41.69 7A 31 King Laborers Material Yard Person $41.69 7A 31 King Laborers Motorman-dinky Locomotive $42.46 7A King Laborers Nozzteman (concrete Pump, $42.46 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $42.46 7A 31 King Laborers Pilot Car $35.34 7A 31 King Laborers Pipe Layer Lead $42.99 7A 31 King Laborers Pipe Layer/tailor $42.46 7A 31 King Laborers Pipe Pot Tender $42.46 7A 31 King Laborers Pipe Retiner $42.46 7A 31 King Laborers Pipe Wrapper $42.46 7A 31 King Laborers Pot Tender $41.69 7A 31 - - i King Laborers Powderman $42.99 7A 31 King Laborers Powderman's Helper $41.69 7A 31 j King Laborers Power Jacks $42.46 7A 31 King Laborers Railroad Spike Putter - Power $42.46 7A 31 King Laborers Raker - Asphalt $42.99 7A 31 King Laborers Re-timberman $42.99 7A 31 King Laborers Remote Equipment Operator $42.46 7A 31 King Laborers Rigger/signal Person $42.46 7A 31 King Laborers Rip Rap Person $41.69 7A 31 King Laborers Rivet Buster $42.46 7A 31 King Laborers Rodder $42.46 7A 31 King Laborers Scaffold Erector $41.69 7A 31 King Laborers Scale Person $41.69 7A 31 King Laborers Sloper (over 20") $42.46 7A 31 King Laborers SloperSprayer $41.69 7A 31 King Laborers Spreader (concrete) $42.46 7A 31 King Laborers Stake Hopper $41.69 7A 31 King Laborers Stock Piter $41.69 7A 31 King Laborers Tamper Ft Similar Electric, Air $42.46 7A 31 £t Gas Operated Toots King _Laborers Tamper (multiple & Self- $42.46 7A 31 propelled) King Laborers Timber Person - Sewer (lagger, $42.46 7A 31 Snorer & Cribber) King Laborers Toolroom Person (at Jobsite) $41.69 7A 31 King Laborers Topper $41.69 7A 31 King Laborers Track Laborer $41.69 7A 31 King Laborers Track Liner (power) $42.46 7A 31 King Laborers Traffic Control Laborer $37.79 7A 31 8R King Laborers Traffic Control Supervisor $37.79 7A 31 8R King Laborers Truck Spotter $41.69 7A 31 King Laborers Tugger Operator $42.46 7A 31 King Laborers Tunnel Work-Compressed Air $60.06 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $65.09 7A 31 88 r qyc v vi �.i Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $68.77 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $74.47 7A 31 88 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $76.59 7A 31 8Q Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $81.69 7A 31 88Q Worker 64.01.68.00 psi King Laborers Tunnel Work-Compressed Air $83.59 7A 31 88 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $85.59 7A Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $87.59 7A Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $43.09 7A 31 88Q Tender King Laborers Tunnel Work-Miner $43.09 7A 31 King Laborers Vibrator $42.46 7A 31 King Laborers Vinyl Seamer $41.69 7A 31 King Laborers Watchman $32.12 7A 31 King Laborers Welder $42.461 7A 31 King Laborers Well Point Laborer $42.46 7A 31 King Laborers Window Washer/cleaner $32.12 7A 31 King Laborers - Underground Sewer General Laborer Et Topman $41.69 7A 31 Ft Water King Laborers - Underground Sewer Pipe Layer $42.46 7A 31 Ft Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $50.82 5D 1H King Marble Setters Journey Level $50.12 5A 1M King Metal Fabrication (In Shop} Fitter $15.86 1 King Metal Fabrication (In 5hopp Laborer $9.78 1 King Metal Fabrication (In Shoo} Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Sh� Welder $15.48 1 King Millwri hit Journey Level $51.92 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 I r aaJ,c r vi Li King Modular Build_in;s Toot Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pile Driver Journey Level $51.07 5D 1M King Plasterers Journey Level $49.29 77Q 1R King Playground Et Park Equipment Journey Level $9.32 1 Installers King Plumbers Et Pipefitters Journey Level $73.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $53.49 7A 3C 8P King Power Equipment Operators Assistant Engineer $50.22 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $53.00 7A 3C 8P King Power Equipment rperators Batch Plant Operator, $53.00 7A 3C 8P Concrete King Power Equipment Operators Bobcat $50.22 7A 3C 8P nt Operators King Power Equipme Brokk - Remote Demolition $50.22 7A 3C 8P Equipment King Power Equipment Operators Brooms $50.22 7A 3C 8P King Power Equipment Operators Bump Cutter $53.00 7A 3C 8P King Power Equipment Operators Cableways $53.49 7A 3C 8P King Power Equipment Operators Chipper $53.00 7A 3C 8P King Power Equipment Operators Compressor $50.22 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $53.49 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $50.22 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $52.58 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $53.00 7A 3C 81) With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $52.58 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $53.00 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $54.04 7A 3C 8P Tons, Or 150'Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $54.61 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators, Cranes: 45 Tons Through 99 $53.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $50.22 7A 3C 8P Under r cayc v vl i I King Power Equipment Operators Cranes: Friction 100 Tons $54.61 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $55.17 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $52.58 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $53.001 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $53.00 7A 3C 8P (power) King Power Egui mp ent 0 erp ators Derricks, On Building Work $53.49 7A 3C 8P King Power Equipment Operators Dozers D-9 £t Under $52.58 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $52.58 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $53.00 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $50.22 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $53.00 7A 3C 8P Gamaco It Similar Equipment King Power Equipment Operators Forklift: 3000 Los And Over $52.58 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $50.22 7A 3C 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $53.00 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradecheckerlstakeman $50.22 7A 3C 8P King Power Equipment Operators Guardrail Punch $53.00 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $53.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. 8 Over King Power Equipment Operators Hard Tail End Dump $53.00 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontalldirectional Drill $52.58 7A 3C 8P Locator King Power Equipment Operators Horizontalldirectional Drill $53.00 7A 3C 8P Operator King Power Equipment Operators Hydraliftslboom Trucks Over $52.58 7A 3C 8P 10 Tons I King Power Equipment Operators Hydraliftslboom Trucks, 10 $50.22 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $54.04 7A 3C 8P Over King Power Equ prnent Operators Loader, Overhead, 6 Yards. But $53.49 7A 3C 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $53.00 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $53.001 ZA 3C #8P B�P King Power Equipment Operators P mei�prs Loaders: Elevating Type Belt $52.58 7A X P King Power Equipment Operators Locomotives, All $53.00 7A 3C 8P King Power Equipment Material Transfer Device $53.00 7A 3C 8P King Power EquipmentOperators Mechanics, All (leadmen - $54.04 7A 3C 2P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Grader - Non- $52.58 7A 3C SP finishing King Power Equipment Cperators Motor Patrol Graders, Finishing $53.49 7A 3C 813 King Power Equipment Operators Mucking Machine, Mote, Tunnel $53.49 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $50.22 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $52.58 7A 3C 8P Mantifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $53.00 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $54.04 7A 3C 813 Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $53.49 7A 3C 8P Tons Through 99 Tons I King Power Equipment Operators Pavement Breaker $50.22 7A X 8P King Power Equipment Operators Pile Driver (other Than Crane $53.00 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $52.58 7A 3C King Power Equipment Operators Posthote Digger, Mechanical $50.22 7A 3C 8P King Power Equipment Operators Power Plant $50.22 7A 3C 8p King Power Eqajprnept Operators Pumps - Water $50.22 7A 3C 8p King Power Equipment Operators Quad 9, Hd 41, D1 0 And Over $53.49 7A 3C 8p King Power Equipment Operators Quick Tower - No Cab, Under $50.22 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment 0 Rerators Remote Control Operator On $53.49 7A X 8P Rubber Tired Earth Moving Equipment I I King Power Equipment Operators Rigger And Bellman $50.22 7A 3C 8P King Power Equipment 0toerqtM Rottagon $53.491 7A 3C 813 King Power Equipment Operators Roller, Other Than Plant Mix $50.221 ZA 3C 8P King Power EQUipmeat Operators Roller, Plant Mix Or Multi-lift $52.58 7A 3C 8p Materials King Rower Equipment Operators Roto-mitt, Roto-grinder $53.00 7A 3C 8p King Power Equipment Operators Saws - Concrete $52.58 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $53.00 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $52.581 7A 3C 813 King Power Equipment Operators Scrapers, Self-propelled: 45 $53.49 7A 3C 8P Yards And Over King Lower E. Service Engineers - Equipment $52.58 7A 3C BP King Power Eqjj�� Shovel , Excavator, Backhoe, $52.58 7A 3C 8P Tractors Under 15 Metric Tons, King Power Equipment Operators Shovel, Excavator, Backhoe: $53.49 7A 3C 8P Over 30 Metric Tons To 50 Metric ons King Power EqurpmeDt Operators Shovel, Excavator, Backhoes $53.00 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $54.04 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power-Equipment 0 erators Shovel, Excavator, Backhoes: Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $53.49, 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $53.00 7A 3C 8P King Power Eqqjpjjje�1rs Tower Bucket Elevators $52.58 7A 3C 8P Power Equipm 0 crate � King Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $54.04 7A 3C 8P Height Base To Boom I King Power Equipment Operators Transporters, All Track Or $53.49 7A 8P Truck Type King Power EquipmenLoRerators Trenching Machines $52.58 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $53.00 7A 3C 8P Tons And Over Power Equipment Operators Truck Crane Oiler/driver Under $52.58 7A 3C 8P � —= 100 Tons King Power Equipment Operators Truck Mount Portable Conveyor $53,001 LA 3C 8P King Power Equipment Ooerators Wheel Tractors, Farmall. Type $50.22 7A 3C 8P King Power Equip 0 craters Yo Yo Pay Dozer $53.00 7A 3C 8P King Power Equjprne�� Asphalt Plant Operators $53.49 7A 3C BID Underm-ound Sewer 8: Water King Power Equjpnjen�� Assistant Engineer $50.22 7A 3C 8P Underground Sewer& Water King Power Equipment Operators- Barrier Machine (zipper) $53.00 7A 3C 8P Underground Sewer 8: Water King Power EQUipment Operators- Batch Plant Operator, $53.00 7A 3C 8P Underground Sewer Et Water Concrete Underground Sewer Et Water King Power EqUiDment Operators- Brokk - Remote Demolition $50.22 7A 3C 8P Underc!round Sewer Et Water I Equipment Underground Sewer Et Water -- '- -- .«-` /..- --'- -'-- /--^^/---/--'-- ---.. ' '^ '�»� ^ | r uyc .�i vi Li � i I I King Power Equipment Operators- Bump Cutter $53.00 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Cableways $53.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Chipper $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $50.22 7A 3C 8P Underground Sewer& Water King Power Equipment Operators- Concrete Pump: Truck Mount $53.49 7A 3C 8P Underground Sewer & Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $50.22 7A 3C 8P Underground Sewer &Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $52.58 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $53.00 7A 3C 8P Underground Sewer&Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $52.58 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Cranes: 20 Tans Through 44 $53.00 7A 3C 8P Underground Sewer & Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $54.04 7A 3C 8P Underground Sewer &Water Tons, Or 150'Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $54.61 7A 3C 8P Underground Sewer & Water Or 250'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $53.49 7A 3C 8P Underground Sewer & Water Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $50.22 7A 3C 8P Underground Sewer & Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $54.61 7A 3C 8P Underground Sewer & Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $55.17 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P Underground Sewer &Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $52.58 7A 3C 8P Underground Sewer Ft Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $53.00 7A 3C 8P Underground Sewer & Water (power) King Power Equipment Operators- Derricks, On Building Work $53.49 7A 3C 8P Underground Sewer a Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $52.58 7A 3C 8P Underground Sewer a Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $53.49 7A 3C 8P Underground Sewer It Water King Pawer Equ pment Operators- Mucking Machine, Mole, Tunnel $53.49 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $50.22 7A 3C 8P Underground Sewer a Water Distribution a Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $52.58 7A 3C 8P Underground Sewer a Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $53.00 7A 3C 8P Underground Sewer Er Water 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $54.04 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $53.49 7A 3C 8P Underground Sewer a Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $50.22 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Pile Driver (other Than Crane $53.00 7A 3C 8P Underground Sewer Ft Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthote Digger, Mechanical $50.22 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Power Plant $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $53.49 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Quick Tower- No Cab, Under $50.22 7A 3C 8P Underground Sewer a Water 100 Feet In Height Based To Boom King Power EguipmenC Operators- Remote Control Operator On $53.49 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Pawer Equipment Operators Rigger And Bellman $50.22 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Rollagon $53.49 7A 3C 8P Underground Sewer a Water King power Equipment Operators- Roller, Other Than Plant Mix $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $52.58 7A 3C 8P Underground Sewer a Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $53.00 7A 3G 8P Underground Sewer Et Water King Power Equipment Operators Saws - Concrete $52.58 7A 3C 8P Underground Sewer 8: Water Height, Base To Boom � °:--^_--- ..— _— .//-/ ^-_ --/--x-_ /--,^'---/- -.-_ ---,, ~ /A '~^~ ^ � Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $44.86 5A 4A Trimmers King Power Line Clearance Tree Spray Person $42.58 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $44.86 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.08 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.20 5A F4ATrimmers King Refrigeration Et Air Journey Level $72.46 6ZConditioningMechanics King Residential Brick Mason Journey Level $50.12 5A King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $39.62 5D iM King Residential Drywall Tapers Journey Level $50.87 5P I King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $36.20 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration ft Air Journey Level $72.46 6Z I Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $41.84 7F I Workers King Residential Soft Floor Lavers Journey Level $42.15 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $50.12 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $44.71 5A 3H King Roofers Using Irritable Bituminous $47.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $69.37 7F 1E King Shipbuilding Et Ship Repair Boilermaker $40.12 7M 1 H King Shipbuilding A Ship Repair Carpenter $38.24 70 3B King Shipbuilding Et Ship Repair Electrician $37.80 70 3B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $58.93 5J 1S ._ ---.v-. /'- --`--.-_ /-- ^^'---.- -.-_ - / /" '1*~ ^ | rflyc �-i v� li Outside (Light) King Telephone Line Construction - Telephone Lineperson $33.47 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.04 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $25.27 5A 2B Outside i King Telephone Line Construction - Television System Technician $30.20 5A 2B Outside i King Telephone line Construction - Television Technician $27.09 5A 2B Outside King Telephone Line Construction - Tree Trimmer $33.47 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble It Terrazzo Finisher $37.79 5A I Finishers King Traffic Control Stripers Journey Level $42.33 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $48.87 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $48.03 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck a Trailer $48.87 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $48.03 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $48.87 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers a Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers a Irdeation Pump, Oiler $12.97 1 Installers King Well Drillers a Irrigation Pump Weit Driller $18.00 1 Installers i I Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 i Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2) hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. 'The first two (2) hours after eight(8)regular hours Monday through Friday and.the first ten(10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. IL All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L All homy worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hoes worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be Pat at double the hourly rate of wage. 1 I 1 i i Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 L N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shalt be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday,Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. I Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. j 2 Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 2 ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES`I HE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay, H. All horns worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 0. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage.All other hours worked on the fifth,sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at time and one-half the straight time rate.Hours worked over twelve hours(12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. B. The first four(4)hours after eight(8)regular hams Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked over twelve(12)hours Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. i 3 Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premiuun rate of 15%over the hourly rate of wage.All other hours worked after 6:00 am on Saturdays,shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14dr and all Holidays shall be compensated for at two(2)times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(I-112) times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage, 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)I10LJRS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). ; D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). 4 Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 5. H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day, the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day,Memorial Day, .Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day,Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day. (7 1l2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, "Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). I Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After'lltanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Years Day, Day Before Or After New Years .Day, Presidents Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day,And A Half-Day On Christmas Eve Day.(9 112). G. Paid Holidays: New Year's Day,Martin Luther King In Day,Presidents'Day,Memorial Day,Independence Da , Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And Christymas Eve Day(11). H. Paid Holidays: New Year's Day, Now Year's Eve Day, Memorial Day, hndependence Day, Labor Day, Thanksgiving Day, Friday After 'Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). 5 Benefit Code Key— Effective 3-5-2014 thru 8-30-2014 6. I. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,.Friday After Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, 'thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. j I I Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8), Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shalt be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther Icing Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 'Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which Ells on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. R Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther Icing Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Da (9).An holiday which falls on a Sunda shall be observed as a holiday on the following Monday.An holiday Y C ) Y Y Y Y g Y Y Y which falls on a Saturday shall be observed as a holiday on the preceding Friday. 6 Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 7. I. Holidays: New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday acid Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day, And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday, O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday, 11). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, htdependence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday, Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays:New Year's Day,the day after or before New Year's,Day,President's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday.If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day,Thanksgiving,Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 7 i i Benefit Code Key—Effective 3-5-2014 thru 8-30-2014 Note Codes 8. A. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet C. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $0.75,Level B: $0.50,And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A&B:$1.00,Levels C&D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C:$0.50,And Level D:$0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012--A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations. Faaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. These classifications are only effective on or after August 31,2011 S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved'haffre Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle,and pedestrian traffic during construction operations. Faaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card j issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after j August 31,2012. 8