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HomeMy WebLinkAboutPW15-296 - Original - Razz Construction, Inc. - Briscoe-Desimone Levee Imp Reach 4 - 08/19/2015 Records a �,,,, age e n t KENT ,t Document wnseiracroa _ - �. r : x 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: Razz Construction, Inc. Vendor Number: JD Edwards Number Contract Number: Yw` Jr^ — 2 (q U This is assigned by City Clerk's Office Project Name: Briscoe-Desimone Levee Improvements Reach 4 Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: pj iq 'r5 1 I I z�'r� Contract Effective Date: ^,t h "of t �ure Termination Date: -�I8— working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Kelly Casteel Department: Engineering Contract Amount: $873 421 28 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Construction of a setback levee floodwall landward of Briscoe Levee adjacent to the Green Rver and norffi off' S. 200 h St. As of: 08/27/14 ', CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and C�1A22 Cor�S�r.�eE unG. organized under the laws of the State of �ikSh nab, located and doing business at 4o55 1�14mrv.er DP'6ye Q��na�aw, l.[)A• 9i�2,Z1® ("Contractor"). I 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: Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 — 16.99/Project Number: 09-3010 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 seventy (70) 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. Briscoe-Desi more Reach 4/Castrel 30 July 8, 2015 Project Number, 09-3010 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 competentjurisdiction 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. Briscoe-Desimone Reach 4/Casteel 31 July 8, 2015 Project Number: 09-3010 CITY OF KENT BY: -, ETTE COOKE, Mt/0 DATE: I ATTEST '` 12ONALD F. MdbRE, CITY CLERK APPROVED AS TO FOR KENT LAW DEPARTMENT CONTRACTOR- Pwg2.ZCSL� .e� c�&.►G. I � BY: PRINT NAME:ko(\4V� A. \`A�MkSSe�1 TITLE: DATE: C? \ `-LO\S . Briscoe-Desimone Reach 4/Casteel 32 July 8, 2015 Project Number: 09-3010 EX 1 1 T INSURANCE REQU I REMENTS FOR BRISCOE DESIMONELEVEE CONSTRUCTION PROJCTS 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 $10,000,000 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 $10,000,000 per occurrence and in the aggregate. Stop Gap and Employer's Liability coverage must be included. 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, King County and the King County Flood Control Zone District shall be named as Additional Insureds under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City, the District and the County. 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. 4. Pollution Liability coverage for bodily injury, property damage and environmental damage resulting from sudden and accidental pollution and related cleanup costs incurred by the Contractor, all arising out of the work or services (including transportation risk, when applicable) to be performed under this contract. Briscoe-Desimone Reach 4/Casteel 33 July 8, 2015 Project Number: 09-3010 EXH 1 B I A (Continued) B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $10,000,000 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 $10,000,000 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. 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of at least $1,000,000 per accident. 3. Pollution Liability insurance shall have a combined single limit per occurrence shall not less than $5,000,000. Annual aggregate shall not be less than $5,000,000. 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, King County Flood District and King County shall be named as an additional insureds 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. Briscoe-Desimono Reach 4/Casteel 34 July 8, 2015 Project Number: 09-3010 EXHIBIT A (Continued) 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. 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 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. United States Longshore & Flarborworkers This project may require LISL&H insurance. The Contractor is SOLELY responsible for determining this project has situs and status under the Longshore and Harbor Workers Compensation Act. The Contractor must procure the coverage as required by law. Should the Contractor fail to procure such coverage, they will hold the City of Kent, King County Flood Control Zone District and King County harmless. The Contractor will also indemnify all entities for any and all costs or expenses associated with this coverage. i Briscoe-Desimone Reach 4/Casteel 35 July 8, 2015 Project Number: 09-3010 A1C�R®® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDM/YY) 8111/2015 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 pollcles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER COOT ACT NAME Kristen Look : Arthur J. Gallagher Risk Management Services, Inc. PHONE ,425-454-3386 EAX yd.425-451-3716 777 108th Ave NE, #200 _ - - Ale ) _ E-MAIL Bellevue WA 98004 INSURERS AFFORDING COVERAGE NAIC9 INSURER A:Navigators Specialty Insurance Comp 36056 INSURED RAZZCON-01 INSURER B:Ohio Security Insurance Com ah 24082 '... RAZZ Construction Inc. INSURERC:Westchester Surplus Lines Insurance 10172 4055 Hammer Drive _ INSURER Bellingham,WA 98226 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1879920767 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADD - POLICY EFF POLICY EXP NSRI INSD WVD POLICY NUMBER MMlDOIYVYV (MMIDDMWI LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y SF14CGLO198580D 11/30/2014 11/30/2015 EACH OCCURRENCE $1,000,000 -7 DAMAGE RENTED CLAIMS-MADE 1xx1 OCCUR PREMSESOEa aecurence) $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: '', GENERAL AGGREGATE $2,000,000 I POLICY � PROJEC I , __-�LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY Y Y BAS 1556318097 11/30/2014 111/30/2015 (Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Perperson) $ ALL OWNED - SCHEDULED BODILY NJURY(Pereccldent) $ HIRED AUTOS OS AOS NON-OWNED PROPERTY DAMAGE- $ '.. AUTOS Peraccldenl AUMBRELLA LIAR X OCCUR Y Y SFI4EXC8249131C 11/30/2014 '.1113012015 EACH OCCURRENCE _ . $10,000,000. EXCESS LIAB CLAIMS-MADE AGGREGATE _ $10 000,000 DED IX RETENTION$10.000 $ q WORKERS COMPENSATION SF14CGLO1985800 11l30/2074 11/30/2015 _ STATUTE III X �RH WA STOP GAP AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXEDUTIVE ❑ NIA El.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NHl �I, EL.DISEASE-EA EMPLOYEE $1000000 f yes describe under DESCRIPTION Of OPERATIONS below F..L.DISEASE POLICYLIMIT $1,DD0,000 C Pollution G24344472003 11/3012014 ';11/3012015 Per Occurrence 1,000,000 Aggregate 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additlanai Remarks Schedule,may be adoched if more space Is required) RE: Bricoe-Desimone Levee Improvements Reach 4 The City of Kent, King County and the King County Flood Control Zone District are included as Additional Insured and coverage is Primary and Non-Contributory per Endorsement CIS 20 10 04 13 (GL), attached. They are also included as Additional Insured and coverage is Primary per Endorsements CA T3 53 03 10&CA 00 01 03 10 (Auto), attached. Per Project Aggregate limits apply per Endorsement NPC 711-5 09 11, attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Kent ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe Kent WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Commercial Navigators Excess Declarations NAV-EXC-DEC(4110) Policy Number: SFI4EXC8249131C Producer Number: CRUM0004 New Insuring Company: Navigators Specialty Insurance Company Producer: CRC SF CA One Penn Plaza 50 California Street, Suite 2000 New York, NY 101 19 San Francisco, CA 94111 1. Named Insured: RAZZ-Construction Inc Business Type: Corporation Address: 4055 Hammer Drive Bellingham, WA98226 2. Policy Period: From: I V3012014 to 11/30/2015 (At 12:01 a.m. standard time at your mailing address shown above-) 3. Limits of Insurance Each Occurrence or Event $10,000,000 General Aggregate $10,000,000 Products-Completed Operations Aggregate $10,000AD 4. Underlying Insurance: See AMENDMENT-SCHEDULE OF UNDERLYING attached 5. Premium at Inception Policy Premium Minimum Premium: Minimum Earned: Terrorism Premium: Excluded 6. Endorsements Attached to this Policy at Inception Commercial Excess Liability Declarations NAV-EXC-DEC (04/10) Commercial Excess Liability Coverage Part NAV-EXC-001 (04110) OFAC ENDORSEMENT NAV-ML-002 (11/12) CLAIM REPORTING PROCEDURES NAV-PHN-200 (10/13) Claims Made Underlying NAV-EXC-304(03/10) Exclusion-Exterior Insulation and Finish System NAV-EXC-311 (07109) Exclusion -Rejected Coverage NAV-EXC-321 (07/09) EXCLUSION- NEW YORK NAV-EXC-5027 (11/12) Exclusion-Condominium or Townhouse -. NAV-EXC.327 (10109) Exclusion -Wrap-ups NAV-EXC-354(10109) Nuclear Energy Liability Exclusion NAV-FXC-302 (07/09) Service of Suit Endorsement NAV-ECD-30D(04/05) Exclusion of Certified Acts of Terrorism NAV-EXC-401 (01/08) Amendment- Schedule of Underlying NAV-ECD-104 (02/11) Page 1 of 2. However, in no case will coverage be excluded by the "controlling underlying insurance" and not excluded by this policy This insurance does not apply to any liability: 1. to which "controlling underlying insurance' does not apply; 2, for which coverage is provided by"controlling underlying Insurance" at limits less than the limits of insurance applicable to other coverage provided by the"controlling underlying insurance' and less than"underlying limits;" 3, for"loss"which commenced prior to this"policy period,"whether or not such"loss" continues, progresses, changes or resumes during this"policy period;" 4. for damage to property you own, rent or occupy, including any costs or expenses Incurred by you or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including the prevention of injury to a person or damage to another's property; G. for damage to personal property in the care, custody or control of any insured; G. arising out of any"aircraft products;" 7, arising out of the actual, alleged, suspected or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or presence of"asbestos;" 8. arising out of the actual,alleged, suspected or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or presence of"fungi"or bacteria; 9. arising out of the actual, alleged, suspected or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or presence of"silica" or"silica related dust;" 10. arising out of any"employment practices'of any insured; 11. arising out of: a. war, including undeclared or civil war; b. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or c. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these; 12. imposed under: au an uninsured or underinsured motorist, uninsured or underinsured boater, Medical Payments, Personal Injury Protection, No-Fault or any similar law; b. a workers compensation, disability benefits, unemployment compensation or any similar law; c. the Employee Retirement Income Security Act of 1974, any amendments thereto or any similar law. SECTION ll—WHO IS AN INSURED The WHO IS AN INSURED section of the"controlling underlying insurance`is made part of this policy. Any person or organization that is an insured in "controlling underlying insurance' is an insured in this policy to the same extent, N.AV-EXC-001 (04/10) Navigators Specialty Insurance Company Page 2 n0 Contains copyrighted material of the Insurance Services Office, Inc.with its permission. POLICY NUMBER: BAS1556318097 COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE—BROADENED COVERAGE 10 GLASS REPAIR-WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN / LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE —ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II— LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured' does not include any organization that: (1) Is a partnership or joint venture, or (2) Is an insured under any other automobile policy,or (3) Has exhausted its Limit of Insurance under any other automobile policy Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization, ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted, or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II — LIABILITY COVERAGE, paragraph A.A. —WHO IS AN INSURED is amended to include the following as an insured: I f. Any"employee" of yours while using a covered "auto"you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any"employee g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II —LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an"insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto" (2) Only for "bodily injury" or"property damage" caused by an "accident"which takes place after you executed the written contract or agreement, or the permit has been issued to you, and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION 11 — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bands for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II — LIABILITY, exclusion B,6. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto"you own or hire. SECTION III— PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos" a. You hire, rent or borrow,.or 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance services Office,with Its permission. Page 2 of 7 I� b. Your"employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for"toss"in any one "accident" or"loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the"loss'; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision; we will provide coverage equal to the broadest coverage applicable to any covered"auto'you own. D. Subject to a maximum of S750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss- E. This coverage extension does not apply to (1) Any"auto" that is hired, rented or borrowed with a driver; or (2) Any"auto" that is hired, rented or borrowed from your"employee". For the purposes of this provision, SECTION V— DEFINITIONS is amended by adding the following: "Total loss" means a °loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III — PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck"or"medium truck" is disabled a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight(GVW) of 10,000 pounds or less. c. For"medium trucks" , we will pay up to S150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW)of 10,001 —20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of S50 per day and a maximum limit of S1,500 02010 Liberty Mutual Insurance Company.All rights reserved- CA 881001 10 Includes copyrighted material of Insurance services Office,with its permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident"or"loss"to the covered "auto." b. Rental Reimbursement will be based on the rental of a comparable vehicle,which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to S500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If"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 under Paragraph 4, Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. j 10. EXTRA EXPENSE - BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is$1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for"personal effects"stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V—DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects"does not include tools, equipment,jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: (r)2010 Liberty Mutual Insurance Company.All rights reserved- CA 88 10 01 ID Includes copyrighted material of Insurance Services Office,with its permission. Page 4 of 7 Exclusion 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto"at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto` and physical damage coverages are provided for the covered "auto", or If the "loss' occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14, LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto"is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the"loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases; e. Final payment due under a"Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, In. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", L Any amount representing taxes, j. Loan or lease termination fees, or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the"loss", This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto"that incurred the loss. C. SECTION V—DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 5 Of 7 i 15. GLASS REPAIR -WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 Ibs. or less as defined by the manufacturer as maximum loaded weight the "auto"is designed to carry while it is: a. In the charge of an "insured" b. Legally parked; and c. Unoccupied. The"loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. SECTION IV— BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2, is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of"accident", claim, "suit"or"loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (1) How, when and where the "accident"or"loss" took place; (2) The"insureds"name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV— BUSINESS AUTO CONDITIONS, paragraph A,5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident" or "loss", our rights are waived also. 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 D1 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit', on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto'' hired, leased, rented or borrowed with a driver. SECTION V—DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V— DEFINTIONS, definition C. is replaced by the following: "Bodily injuy' means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time COMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.— CANCELLATION condition applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancellation. Cr"a2010 Liberty Mutual Insurance Company.All rights reserved. CABS 10 01 10 Includes copyrighted material of Insurance Services office,with its permission. Page 7 of 7 COMMERCIAL GENERAL LIABILITY NPC 711-5 09 11 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL AGGREGATE LIMIT PER PROJECT WITH AN OVERALL GENERAL AGGREGATE CAP This endorsement modifies insurance provided under the fallowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects: All Projects Overall General Aggregate Cap: $5,000,000 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A for obligated to pay as damages caused by 'occur- damages or under COVERAGE C for medical rences" under COVERAGE A (SECTION 1), and expenses shall reduce the Designated Con- for all medical expenses caused by accidents struction Project General Aggregate Limit for under COVERAGE C (SECTION 1),which can be that designated construction project. Such attributed only to ongoing operations at a single payments shall not reduce the General Ag- designated construction project shown in the gregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated Con- 1. A separate Designated Construction Project struction Project General Aggregate Limit for General Aggregate Limit applies to each des- any other designated construction project ignated construction project, and that limit is shown in the Schedule above. equal to the amount of the General Aggregate 4. The limits shown in the Declarations for Each Limit shown in the Declarations. Subject to Occurrence, Fire Damage and Medical Ex- the application of the General Aggregate Limit pense continue to apply, However, instead of to each of your projects, the maximum being subject to the General Aggregate Limit amount we will pay under the General Aggre- shown in the Declarations, such limits will be gate Limit for all claims arising from all pro- subject to the applicable Designated Con- jects is the Overall General Aggregate Cap struction Project General Aggregate Limit. shown in the Schedule above. B. For all sums which the insured becomes legally 2. ,The Designated Construction Project General obligated to pay as damages caused by "occur- Aggregate Limit is the most we will pay for the rences" under COVERAGE A (SECTION I), and sum of all damages under COVERAGE A, for all medical expenses caused by accidents except damages because of "bodily injury" or under COVERAGE C (SECTION 1), which cannot "property damage" included in the "products- be attributed only to ongoing operations at a sin- completed operations hazard", and for medi- gle designated construction project shown in the cal expenses under COVERAGE C regard- Schedule above: less of the number of: 1. Any payments made under COVERAGE A for a. Insureds; damages or under COVERAGE C for medical b. Claims made or"suits" brought, or expenses shall reduce the amount available under the General Aggregate Limit or the c. Persons or organizations making claims or Products-Completed Operations Aggregate bringing "suits". Limit, whichever is applicable; and 2. Such payments shall not reduce any Desig- nated Construction Project General Aggre- gate Limit. NPC 711.5 09 11 Page 1 of 2 ❑ C. When coverage for liability arising out of the E. The provisions of Limits Of Insurance (SECTION "products-completed operations hazard" is pro- III) not otherwise modified by this endorsement vided, any payments for damages because of shall continue to apply as stipulated. "bodily injury" or "property damage" included in the 'products-completed operations hazard" will reduce the Products-Completed Operations Ag- gregate Limit, and not reduce the General Ag- gregate Limit nor the Designated Construction Project General Aggregate Limit- D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contract- ing parties deviate from plans, blueprints, de- signs, specifications or timetables, the project will still be deemed to be the same construction pro- ject. Page 2 of 2 NPC 711-5 09 11 13 i COMMERCIAL GENERAL LIABILITY CO 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be primary contrary: and would not seek contribution from any other Primary And Noncontributory Insurance insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 04 13 o Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 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 we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 0 Insurance Services Office, Inc., 2008 Page 1 of 1 13 POLICY NUMBER: SPI9CGL019858-00 COMMERCIAL GL-NB-z&LIABILITY GG 20.10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFI)LLY, ADDITIONAL INSURED - OWNERS, LESSEES OR � GONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL_ LIABILITY COVERAGE PART SCHEDULE Name of Additional Insured Persan(s) {� Or Organizatkonjs} I S.ricrrtion s Of Covered 0pera6wrs The City,, of Kent, King County and BtUcoe Desimone Levee the King, County Flood Control Zone District inforn>ation r uirpd to complete this Schedule if not shown above,uvlil be shown in the Decorations. _ A. Section li — who Is Ayr Insured is amended to B. With respect to the insurance afforded to these Include as an additional insured the parson(s) or additional insureds, the following additional organization(s) shown in the Scheiiule, but only exclusions apply: with respect to liability for."bodily injury", "property This insurance does not apply to "bodi[y injury"or damage" or "personal and advertising injury" 'property darhage"occurringafter: caused,In whole or in part, by: 1, NI wort(, including materials, parts or '.. 1. Your acts or omissions;or equipment furnished in connection with such 2. The Meta or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be perforrnad by or on behalf of the additional insured(s) at the in the performance of your ongoing operations for location of the covered operations has been the additional insured(s) at the location(s) completed; or designated above. 2. That portion of 'your work" out of which the However. Injury or damage arises has been put to its 1. The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor_ law;and engaged in performing operations for a 2, If coverage provided to the addft3onal insured principal as a part of the same project. is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required. by the contract or agreement to provide for such additional insured, CG 7.010 04 13 ©Insurance Services Office, Inc., 2,012 Page 1 of 2 ',...., C. bath respect to the insurance afforded to these 2, Available under the applicable Limits of addtional insureds, the following Is added to Insurance shown in tine Declarations; Section III—t-irniia Of Insurance.: - whichever is less. if coverage provided to the additional insured is "'his endorsement shall riot increase the reautred by a Corrtract or agreement, the most we applicable Limits of Insurance shown in the witi pay on behalf of the additional insured is the Declarations. amount of insurance: 1. Required by the contract or agreement;or Page 2 of 2 d Insurance Services Office,Ina,2012 CG 20 10 0413 Innmd�^PY g . a : g . � »� � = di \ � � � � . � \ � � � ` � � / � \ � � � \\ ƒ� . . � � � � � � � - > � \� \ ^ // \ . . . . > � < \ � � . : d� « � � � . < � � \ � \< \ » /9 \ : . . � . � � � � ^ \ � \/ \ \ � � � � � � \ . \ . � \ � \\ . \ / . . . � \ . . � © � � � - � \ � \ \ � � � \ / � � . ~ � « 2 � \ \ � � � � � < < < � � a < \ .2%\ I II PUBLIC WORKS DEPARTMENT Timothy 3. LaPorte, P.E. Public Works Director � 400 West Gawe Kent, WA 98032 w�g„INe�roN Fax: 253-856-6500 PHONE: 253-856-5500 I CITY OF KENT KING COUNTY, WASHINGTON Briscoe-Desimone Levee Improvements Reach 4 Project Number: 09-3010 ADDENDUM No. 1 July 22, 2015 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans RE. The downstream end of the wall alignment is revised and set bads landward. This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following "changes g are Included in the attached replacement page 6, 7, 11 and 12 of the Bidder's Document. Bidders must use the replacement page. REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1095 5-04.5 245 HMA Class 1/2", PG 64-22 $ $ KSP 265 Per TON ' TONS 1326 8-15.5 445 Rock for Erosion and Scour $ $ 'o WSDOT 11O Protection, Class A Per TON TONS L C Y 0 MAYOR SUZETTE COOKE „smr REACH 4 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6001 6-20.5 4,189 Steel Sheet Piling $ $ KSP 2,570 Per SQ FT SQ FT 6005 6-06.5 32$ Handrail $ $ KSP 350 Per LF LN FT REACH 4 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7010 8-01.5 699 Wattle $ $ WSDOT 67 Per LF LN FT II - KENT SPECIAL PROVISIONS Page 8-24 - Section 8-32.4 - Measurement REVISE the second paragraph as follows: Class 4000 concrete 379 390 C.Y, Steel Reinforcing Bar Grade 60 61,10963,850 Lbs. Gravel Backfill for Foundation Class A 24-G 220 C.Y. Structural Excavation Class A 1,550 C.Y. Floodgate Stop Log Anchor Slot Assembly 2 Each Waterstop §8 70 Ft. Native Fill 957 C.Y Page 8-24 - Section 8-32.5 - Payment REVISE the second paragraph as follows: The lump sum bid price for"Concrete Wall" constitutes complete compensation for all materials, tools and equipment necessary to construct the cement concrete wall, as shown on the Plans and in accordance with the Kent Special Provisions. The lump sum price shall include but not be limited to: all excavation necessary between station 9+00 and 12+00 as described in section 2- 09, restoration of areas adjacent to the wall disturbed due to construction activities, concrete, steel reinforcement, steel for floodgate stop log anchor slots, joint material, waterstops, surface treatment and pigmented sealer, wateflpfeefi+tjoint treatment at MSE wall face and stockpile excavated native material to be reused as native backfill including plastic sheeting for covering of native material. I 2 I IV - PLANS REPLACE the following 11 sheets with the attached: 4 T.E.S.C. Plan Details and Notes 5 Floodwall Plan & Profile 6 Access Road Wall Plan & Profile 7 Wall Transition plan & Section and Miscellaneous Details 8 Grading Plan 9 Channelization & Signage Plan 12 Right of Way Plan S1 Floodwall Layout Plan S2 Access Road Wall Layout Plan S3 Wall Details S8 Handrail Elevations, Sections and Details END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer Attachments: Proposal pages 6, 7, 11, 12 Plan Sheets 4, 5, 6, 7, 8, 9, 12, S1, S2, S3 S8 I i 3 REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ $ WSDOT LUMP SUM Per LS 1010 2-02.5 510 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 2 Remove Existing Bollard $ $ KSP EACH Per EA 1030 2-02.5 140 Remove Cement Concrete $ $ KSP LN FT Extruded Curb Per LF 1040 8-09.5 1 Removal of Raised Pavement $ $ KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 1050 2-02.5 40 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1070 2-12.5 250 Geotextile Fabric, Non-Woven $ $ KSP SQ YDS for Erosion and Scour Per SY Protection 1080 4-04.5 355 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 245 HMA Class 1/2", PG 64-22 $ $ KSP 25 Per TON TONS Briscoe-Desimone Reach 4/Casteel 6 July 22, 2015 Project Number: 09-3010 REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1210 8-04.5 140 Cement Concrete Extruded $ $ KSP LN FT Curb Per LF 1220 8-04.5 60 Mountable Cement Concrete $ $ WSDOT LN FT Traffic Curb Per LF 1270 8-12.5 300 Temporary Security Fencing $ $ KSP LN FT Per LF 1290 8-26.5 4 Install City Supplied $ $ KSP EACH Removable Bollard Per EA 1295 8-14.5 130 9 Inch Wide x 4 Inch Deep $ $ KSP LN FT Cement Concrete Mow Strip Per LF with Medium Broom Finish 1320 8-30.5 1 Project Sign Installation $ $ KSP EACH Per EA 1326 8-15.5 4-45 Rock for Erosion and Scour $ $ WSDOT 110 Protection, Class A Per TON TONS 1355 1-04.4(1) 1 Minor Changes $10,000.00* $10,000.00 WSDOT CALC Per CALC *Common price to all bidders 1360 8-03.5 1 Existing Irrigation Systems $2,000.00* $2,000.00 KSP FORCE Removal and Modifications Per FA ACCOUNT *Common price to all bidders Sub Total $ 9.5% WA State Sales Tax $ Schedule I Total $ Briscoe-Desimone Reach 4/Casteel - 7 July 22, 2015 Project Number: 09-3010 i REACH 4 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-32.5 1 Concrete Wall $ $ KSP LUMP SUM Per LS 6001 6-20.5 4,100 Steel Sheet Piling $ $ KSP 2,570 Per SQ FT SQ FT I 6005 6-06.5 32G Handrail $ $ KSP 350 Per LF LN FT 6010 9-03.1(4) 95 No. 57 Coarse Aggregate $ $ WSDOT TONS Per TON 6015 2-12-5 60 Geotextile Fabric, Non-Woven $ $ KSP SQ YDS for Buttress Wall Per SY 6020 7-04.5 50 Schedule 40 Slotted Drain $ $ WSDOT LN FT Pipe, 8 Inch Diameter Per LF 6025 8-27.5 1 Floodgate $ $ KSP LUMP SUM Per LS Sub Total $ 9.5% WA State Sales Tax $ Schedule VI Total $ I I Briscoe-Desimone Reach 4/Casteel 11 July 22, 2015 Project Number: 09-3010 REACH 4 SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 0.1 Seeding, Fertilizing, and $ $ KSP ACRE Mulching Per AC 7005 8-01.5 250 Filter Fabric Fence $ $ KSP LN FT Per LF 7010 8-01.5 699 Wattle $ $ WSDOT 675 Per LF LN FT 7015 8-01.5 2 Inlet Protection $ $ KSP EACH Per EA 7020 8-01.5 250 Straw Mulch $ $ KSP SQ YDS Per SY 7025 8-01.5 200 Clear Plastic Covering $ $ KSP SQ YDS Per SY 7030 8-01.5 100 ESC Lead $ $ KSP HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00* $10,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7075 8-01.5 100 Street Cleaning $ $ WSDOT HOURS Per HR Sub Total $ 9.5% WA State Sales Tax $ Schedule VII Total $ Briscoe-Desimone Reach 4/Casteel 12 July 22, 2015 Project Number: 09-3010 I' WdW:ZM 9X7n?W6MP'ITM OsalW 43eay`,6MP%S11tlM 3NOINIS3O L1N£ MUBISMO '.. 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Fax: 253-856-6500 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Briscoe-Desimone Levee Improvements Reach 4 Project Number: 09-3010 ADDENDUM No. 2 July 23, 2015 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans RE. Adding Architectural Finish for Floodwall This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement page 11 of the Bidder's Document. Bidders must use the replacement page. REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6030 6-02.5 1,400 Architectural Finish for $ $ KSP SQFT Floodwall Per SF > i 0 rn � I C N Y 3 3 3 0 MAYOR SUZETTE COOKS���.���.'^",�.•v�. �-s Fvm�-r-arc, q,-. ,.,� ,.-;- h-�s�3.,az.��,..���*��n.a;��sms�s�z ewe - I II — KENT SPECIAL PROVISIONS Page 6-1 — Section 6-02.1 - Description ADD the following to the beginning of this section: The City has available for the Contractor's use custom formliners that were used on a previous project. These formliners are available for use by the Contractor on the project. If the Contractor decides to utilize these formliners for this project, the Contractor assumes all risk associated with the satisfactory performance of these formliners to meet the qualifications of these specifications. Shoup the Contractor select not to utilize the city-provided formilners, the new formliners shall be produced using these specification plans L2 and L.3 attached. Layout of formliners along floodwall shall be per this project plan Sheet 13 of 13 attached. This work consists of manufacturing of custom size and design of elastomericlurethane forrmliners for structural concrete walls and construction of vertically°formed, and cast-in-place structural concrete walls with an architectural finish per "Boeing.Secondary levee and Floodwall"COK#09-3009 plan Sheets L2 and L3 attached. Form/lner Submittals .1. provide formliner shop Drawings indicating sizes, finishes, and configurations. .Indicate backup, rustication, reveals, jointing, form tie location and pattern of placement. 2. Architectl ngmeer`s review is for aesthetic criteria. Manufacturer is responsible for design of formwork and back-up formliner for structural stability and sufficiency. .3. Mack cep. Receive mock-up approval prior to commencing with the master liner manufacture. 4. Compliance certification by release agent manufacturer for local regulations controlling VOC's. 5, Manufacturers installation and product Data, including catalogue coats of standard textures, which indicates compliance with specifications. 6. Formliner manufacturer shall submit a minimum of ten examples of projects with shnilar complexities and application. ADD the following to the beginning of Quality Assurance: Formliner Manufacturer's Qualifications. Formliner manufacturer shall have a minimum of ten years experience in building architectural formliners. Manufactures,shall have a minimum of ten years experience with artistic custom formliners and custom sizes. Page 6-1 — Section 6-02.2 — Materials ADD the following to the beginning of this section: KLty Furnished ForMlingr4 The Owner will provide custom formliners that were used on a previous project. They were procured by Fitzgerald Formliners, www.forrnliners.com, on the "Boeing Secondary Levee and Floodwall"COIL 409-3009 project. The formliaers are located at the City Maintenance .shop located at 5821 South 240th street (253) 856-560a The Contractor will be responsible to load, transport and unload the formliners to transfer 2 thews to the work area. Existing formliners will be available for the Contractor to use at their own risk and may be viewed by contacting Jason Bryant at (253) 261-5663. lian€llino of llaterialse Store materials in a dry®and protected location. protect reinforcing steel and dowels from rusting, deformation, staining, and moisture. damage. pesrtBand Cerraent Section 9-01.2(1) is supplemented with the following., Special color and textures shall he achieved to meet the quality of the approved Mark- 88p. Formliner. Tormliner shalt bean Elastomericlurethane formliner, or approved equal material, capable of reuse up to 100 tenses and araeeting the following technical data requirements: Hardness - ASTM 02240 A shore A 50-55 Tensile (stiffness) a ASTM D412 (.100%) 212-235 Elongation -AA,STh1 D412 ® percent 300-350 "Fear strength ®ASTM P624 die c 160-170 Tensile Strength (ultimate)ASTM D412 -970 Abrasion -- Tabor ASTM H22 -.01 Color Cray Provide special forming materials to produce form surface with wall face design, texture and configuration as shown in the Maras. Liners to accommodate pressures to a maximum 1000 psf. Comply with manufacturers recommendations for support of deep or large patterns .which may deform cruder pressure. Manufacture forrnliners so that corners are tightly formed via waiters andpor keys to enable forms to be assembled at corners providing matched pattern and continuous lines. Provide formliner with plywood embedded reinforcement or epoxy bonded to plywood utilizing manufacturers recommended epoxy and method. Allowable tolerance is 1 j32'` per linear foot. Manufacturer., Scott Systems, Inc. 10777 E. 45"'Avenue, Denver, CO 80239, 303.373.2500, fax 303.373.2755, NKtvw.scrjtts� €om� or Fitzgerald Formliners, 1500 E. chestnut Ave, .Santa Ana, CA 92701, 1- gg®547-77E0, w waw.formliners.com, or C ustomrock Formliner, 1434 Turquoise Orrve, Carlsbad, CA 92011, I-760-502®4240, 1- 900-537-2447, w w.customrock.corn, or approved equal. &_rmliner Accessories Provide formliner accessories including but not flanted to fasteners, sealants, form release agents and sealers. 3 Release agent. Provide manufacturer's recommended release agent verified to be compatible with the formllner material. Epoxy., provide manufacturers recommended epoxy for application of liner to plywood backing. Patching Lo_Ltar Patching mortar, if used, shall be of the same color as the surrounding concrete and shall be Cd1ROMIX Conpatch as manufactured by LaM. Scofield Co., or approved equal Page 6-4 - Section 6-02.3(14) - Finishing Concrete Surfaces ADD the following section: SECTXON 6-02.3(.14) IS SUPPLEMENTED WITH THE FOLLOWING., 6-023(14) Finishing Concrete Surfaces Formliners EmbMi=.1 Within 30 days of receiving the general contract, Contractor shall submit a 24'x 24"sample of each of the standard formed textures identified in the Plans. Approval of samples is required by Owner prior to beginning fabrication of any custom formdlner master and formliners. Approval of jobsite mock-up is required by Owner prior to beginning fabrications of the remainder of the custom formliner master and forrndirners. F®rnrdiner Dcllvery St4srageandHandfing Manufacturer shall have the ability to provide finished custom liner of the size and design specified within ten weeks from date of order. Manufacturer shall have the ability to provide a replacement formliner using the master liner within a time period of one calendar week. Manufacturer shall fabricate forrnimer, store the liners and.provicde delivery to the project site by the elate specified by the Owner at project outset. Cover formfiners to protect from oil, dirt and LTV exposure. Storage of formliners shall be in temperatures below 140 degrees. Store formfiners flat. Ship formliners on flat pallets and protect all edges. Formliner Cleaning and Llondlnca; All methods for cleaning or bonding of the formliner shall be according to manufacturer's recommendations. Formfiner release accent; Apply following manufacturers recommendations. Fornsdiner�arep 9dr Clean, recondition, and make free of buildup prior to each pour. Inspect for blemishes or tears. Repair following manufacturers recommendations. Formliners with repairs, patches, or defects which, in the opinion of the 4 Engineer, would result in adverse effects to the concrete finish shall not he used and shall he replaced. General Rygquirements for Concrete Surface Finishes produced by Forrrafiners Horizontal and vertical joints shall be spliced in accordance with the manufacturer's printed instructions. The Contractor shall not place concrete against the faxrmliners unlit recelving the Engineer's approval of the forests and splices. Concrete in Bead supporting forms utilizing these formliners shall be cured in accordance with section 6-02,3(i7)N. Once the forams are removed, the Contractor shall treat the joint areas by patching or light sandblasting as required by the Engineer to ensure that the joints are not visible. Care shall be token to ensure uniformity of color throughout the textured surface, A change in form release agent veill not be allowed. Form ties shall be a type that leaves a clears hole whet? removed. All permanently exposed surfaces, unless specifically noted otherwise, shall be free from local bulging, and unsightly ridges or lips shall be removed. Rub down or chip off fins or other raised areas 114 inch or more in height. Excessive rubbing will not be permitted. Immediately after removal of farm or form fining, concrete surfaces shall he inspected for defects. All voids, spoils, and tie rod holes shall be repaired immediately after the forms are removed unless otherwise directed by the Engineer. Do not patch, fill, touch-asp, repair, or replace exposed concrete except upon express direction of Engineer for each individual area. The concrete used for repairing shall be of such quality that it can be thoroughly bonded to the adjacent concrete. Repaired and patched areas must match surrounding areas in color and texture so as to be indistinguishable after completion, including caring and finishing. Determine mix for color by trial assizes before patching; after initial cure, dress patch or repair area mechanically or by hand for texture match. _Defective Concrete Defective Concrete: Concrete not conforming to required fines, details, dimensions, tolerances, specified requirements, andjor Engineer's comparison to approved fobsite mock-up. Repair or replacement of defective concrete will be determined by the Engineer. The cost of additional testing shaft he borne by Contractor when defective concrete is identified. Every precaution shall he taken by the Contractor to protect finished surfaces from stains or abrasions. surfaces or edges likely to be injured during the construction period shall be properly protected. She tap of wall and concrete wall surfaces which are not textured through use of a formliner, and where no other texture is specified, shall he finished with a sandblast finish. Clears all landscape and paved areas after finishing, and remove all excess concrete from the site. I 5 i Page 6-4 - Section 6-02.3(29) - Mock Up ADD the following section: SECTION 6-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEWS BSECTION. 6-02.3(29) Mock Yip New Section., Provide 6°x 6°mock up of Owner-selected portion of the custom formed wall with approved textures and depths illustrating the draft and relief to be used. Mock up shall be full-scale, for Engineers review at the job site using actual job specific materials, methods and workmanship. These include colored concrete mix, forming system, form release agents, placement rate, form pressures,joint seating, vibrating and stripping practices. In addition, demonstrate patching and repair procedures for spalled concrete, and voids caused by honeycombing or other reasons. Incorporate formwork accessories and miaalmum of one vertical and one horizontal formliner joint. Mock up shall be produced and approved at least two days prior to concreting. Several mock-ups and coordination meetings with the Engineer may he required to attain approved stock-ups. Accepted mock up shall he the standard by which remaining work will be evaluated for technical and aesthetic merit. Accepted mock up is a prerequisite to beginning job formwork. Remove mock-ups from site upon completion of Work and approval by Owner. Page 6-4 - Section 6-02.5 - Payment ADD the following section: SECTION 6-02.5 IS SUPPLEMENTED WITH THE FOLLOWING. . 6-02.5 Payment All casts in connection with utilizing the City furnished fdrmliners or furnishing and installation, concrete finishes, Class 4000 concrete beyond concrete wall nominal thickness for providing architectural finish, formliner master, formliner, formed surface textures,joints, samples, mock-ups, and leading, transporting and unloading the City provided or furnished forrnfiners shall be included by the Contractor in the wit Contract price per square foot for ' it". All useable formliners shall be returned to the City at the City Maintenance Shop located at 5821 South 240th,Street(253) 856-5600. Page 8-24 - Section 8-32.5 - Payment REVISE the second paragraph as follows: The lump sum bid price for"Concrete Wall" constitutes complete compensation for all materials, tools and equipment necessary to construct the cement concrete wall, as shown on the Plans and in accordance with the Kent Special Provisions. The lump sum price shall include but not be limited to: all excavation necessary between station 9+00 and 12+00 as described in section 2- 09, restoration of areas adjacent to the wall disturbed due to construction activities, concrete 6 I ' (except beyond concrete avall nominal thickness), steel reinforcement, steel for floodgate stop log anchor slots, joint material, waterstops, surface treatment and pigmented sealer, waterpreefing joint treatment at MSE wall face and stockpile excavated native material to be reused as native backfill including plastic sheeting for covering of native material. Page 8-25 - Section 8-32.5 - Payment ADD the following to the end of this section: Class 4000 Concrete for providing architectural finish will be pail for under time separate bid item "Architectural Finish for Flood all." IV - PLANS ADD the following new plan sheet: Sheet 13 of 13 INFORMATIONAL ONLY: Sheet L2 of 4 Sheet 13 of 4 END OF ADDENDUM No. 2 Chad Bieren, P.E. Date City Engineer Attachments: Proposal page it Plan Sheets 13 of 13, L2 of 4, L3 of 4, and 7 REACH 4 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-32.5 1 Concrete Wall $ $ KSP LUMP SUM Per LS 6001 6-20.5 4,100 Steel Sheet Piling $ $ KSP 2,570 Per SQ FT SQ FT 6005 6-06.5 3-_;LG Handrail $ $ KSP .350 Per LF LN FT 6010 9-03.1(4) 95 No. 57 Coarse Aggregate $ $ WSDOT TONS Per TON 6015 2-12-5 60 Geotextile Fabric, Non-Woven $ $ KSP SQ YDS for Buttress Wall Per SY 6020 7-04.5 50 Schedule 40 Slotted Drain $ $ WSDOT LN FT Pipe, 8 Inch Diameter Per LF 6025. 8-27.5 1 Floodgate $ $ KSP LUMP SUM Per LS 6030 6®02,5 1,,400 Architectural Finish for KSP SQ FT Ff0odaff Per SF Sub Total $ 9.5% WA State Sales Tax $ Schedule VI Total $ �I Briscoe-Desimone Reach 4/Casteel 11 July 23, 2015 Project Number: 09-3010 NOTES LL SURFACE TREATMENT SECTION: 1. SEE SHEETS L2 & L31N SPECIFICATIONS FOR CUSTOM FORMU 12' MAX. 4" SANDBLAST FINISH DETAILS. r_---------�4 2. PROMDE SHOP DRAWINGS FOR CUSTOM FORMLINER MASTER FABRICATION, 3, PROMDE PRODUCT SUBMITTAL FOR SPECIFIED STANDARD FORIy 4f 0 AM LFlNISH PANEL SURFACE TREATMENT - 4. TEXTURES ARE IMPRINTED INTO PACE OF STRUCTURAL CONCRlURAL WALL, SEE WALL, MAXIMUM DEPTH 1Y USING CUSTOM AND STANDARD URAL DRAWINGS i FORMONERS, - - i i 5, PROMDE FULL SIZE MOCK—UP, SEE SPECIFICATIONS. „I �6. SEE WALL ELEVATIONS BELOW FOR LAYOUT OF TEXTURE PANE 1 3" CHAMFER, �TYP.) 7. ASSUME 10 DEGREE CHAMFER ON ALL CUSTOM RELIEF EDGES, UNLESS OTHERWISE NOTED. 4' SANDBLAST FINISH SEE - WALL SURFACE TREATMENT SECTION HEREON 30 O T= O LL � ? d J 7q— 1 B ow C ¢ w o o 30 d m c� sr INISH SEE TREATMENT i — U N O H- CD S A 1 0 no >: B o w a=.. � d w C E_w — If) In E F m I n �I nc�cxm RW ortcxt t IET U oa�er: .rew. �Zr�-DESIMONE LEVEE IMPROVEMENTS 13 n.- 13 ] ---'--- .waeovco: nLE No. tin aems.oN er DATE HERON: TEXTURE LEGEND ELEVATIONS: 9 "__=__1 '-0" L111041111, \ �- BROOM r[NISH — SCOTT SYSTEM, PATTF N ITS IxAx. DEE 111 k143, 61 ENIT PRIMARY OFFS AS HO*N IN ON PANEL-3 (3 DiEf E.ENI ANGLES) PA IL 1: MAX. RELIEF lY' D. FRACTURED GRAWIT- - SCO1T SYSTEM Y- MAX: DEPTH 3' —�L Y?_ PATIiRN 17104,. HORIZONTAL BANDING F711 �_� II t RELI , OELIE- C SSPUTFf Ct_C STONE PITZGFRALD %" MAX. DEPMi FORMLINERS, PATTERN £17982 RELIEF PTH f d C Nh:Z OF BEAK: J RE11E HCRON GENERAL Nr IES PUPIL ' OUTER EDGE OF ET YV RE LEEi. T lEE_LR 69TNEE.BECOMES TOO SHORT T9 JTBE U E L t \ ]PIS: Y kcL EF THREE ER W THE PANELS 1 F 2 CAN BE USED NF CK 1 RELIEF TCGCTHER WITH iFik ELIMINATION OF PA1dEL 3 �i7 I SIP -.OP rtREE LAITRS OF F-ITFK� Ys. 13r GINNING U/ MAX Rf l.4FF N( AT 4}i" ON PANEL 7 - PANEL 2 MAX. RELIEF I _3__"__--------- OF- ATH RS Y,' LAYERS 9 fp 6 t,41�I�pH11� of F=ATHERS Ye�, It II'v� 9 GI dMNG 'NY MAY. REIIEF AT T z" ON PANEL 1 D „ I 11� ,ti a —"CL OF FEATHER, "P. Pt,NFL 3: VAX RELIEF ; L2 S -11 D¢T nxs sffir Co'r ex sIO I i �L caswxurnov necwms x u;easm ov evenvas mM,+xox_ E m C as axnv noes NJP aaawrreE rxs nacaener, sm: ITY //ll��SER L9 A Q:I nli 1 a P.➢➢VDO_ GTNN v� �v EFGl NO RE11EF ucrRsz er au. I -I'NES TO RUN 1{ORIZDWI kLI_Y .T, TYP. 1 I TYP-- = - HERON SECTIONS: _3"=1 '-0" SECTION D: HERON _MAIN BODY "„ q OF FEATHER, TYF MAXIMUM DE Ti OF -� t ' FOfiM NEk PANEL - T Cr1kMFEK IY ��r — —" T Boo} L MAIN DODY f _LEG SECTION E HF RON h .—F 0 FEATHER, TYP. 1 AxIMUn D Po: Ct " - �� 2._brcn ( xMFR, TP LNR �Af ' ImseH s s an�� FLEG "R x' U(.55±.06w G RiGB er L-lr} OX KriGI I7Jo2 Depa11p1eDt LEVEE Lz a� c WALL SURFACE TREATMENT SECONDARY BOEING necnnolJi��isinn _� AND FLOODWALL L�> I i CUSTOM FORMLINER PAN! SALMON: TEXTURE LEGEND e ELEVATIONS: � "= �I a—O" \ \ C. BROOM, FINISH - SCOIT SYSTEM, )is" MAX. DEPTH PATTERN S ORIENT PRIMARY (((� LINES AS 5H11O47E 0{v PANELS - PANEL 1: MAX. RELIEF 1 N' E. SPI ITFACED STORE - FITZG'_RALD Y{' MAX. DEPTH TYP. FORMLNERS, PATTERN 'V17982 / r DOGWOOD GENERAL NOTFS. L3 LE LA ICIJ A FOR 1 i FLOWER CLUEi ERS SHOULD ALL HAVE APPROXIMATELY UNDULATION PATTERN THE SAME RELIEF. SMALL VARIATIONSECT.TO SHALL BE MADE I "� 1 RF,I IEE WHERE ROWER PETALS IM1TER$ECLTO DISTINGUISH ONE Y a RELIEF FROM ANOTHER, I x CENTER STRIPE( NO H 2 ELDNEH CLUSTERS SHOULD HAVE EITHER 1" RELIEF OR V' a 11 1� TYP FOR ALL Sf.LMOP RELIEF, AS SHOWN ON PANEL ELEVATIONS. FOR CLUSTERS a vI III I� FIN UNDULATION TO B Q 1" RELIEF STAMEN AND HLAMEN"f SHALL BE J5' AND TO PATTERN SHOWN I J4", RESPECTIVELY. FOR FLOWER CLUSTERS V 4" RELIEF, PANEL 2: MAX. REfEF 7 SEAMEN AND.FILAMENT SHALL HAVE NO RELIEF. � )¢" : 3 FIN UNDOI"A.TION TO E - 3. CENTER VEIN OF LEAVES SHALL HAVE °(" RELIEF, WHILE g PATTERN SHOWN IN S SECONDARY VEINS SHALL PAVE Y" RELIEF. MAIN LEAF PATTERNING EXTENDIIJ SURFACES SHALL HAVE )4 RELIEF AT THE CENTER VEIN {I III AND ARC SMOOTHLY TOWARDS A A" RELIEF AT THE EDGE BODY SEGMENT. 1: (T' THAT MELTS THE BACKGROUND TEXTURE _ " Hill,WHO IY2 RELIEF, TRANSIT SPOTS AT )•," DEEP FI 4. ALL STEMS SHALL BE APPROX. 3�" RELIEF WITH A 1� * SECONDARY STEPPED TRANSITION TO APPROX. 1'2' RELIEF, � BODY SEGMENT 2: (T Ii I '1 RELIEF, SPOTS A - _ BODY SEGMENT 3: (T —X" RELIEF, SPOTS A FIN UNDULATION TO 1],IIIT 1I TO PATTERN SHOWN I B L3 PANEL 3' MAX. RELIEF I Yi" r �3 I _F-N UNDULATION TO E �o lllllllllillll,Illllll'� PATTERN SHOWN IN a p 3 IIIIII II III 1 PATTERNING EXTEND IN rJna nnexmc nes nLl .". m cogtnmc xwy p CONSILIICTIGN R£COR➢5 k M.".OIY dYA1.SbfE 3NyroRMA'RON, VARY FIN FROM tY F rye clxY ne xxn^t Hors raor coAxaN�e ran Assl(RACY. IN PATTERN SIMILAR '. usm Js xesronsmu son raw�snnar I��IIII; JI An i�t i _ L3 3 ° III ICI L� m/BY De9E y r' RELIEF �r - pnomo Jar l nhra - '�II- :- I)," RELIEF SALMON SECTIONS: 3((=l '-C-AVES SECTION A: SALMON TAIL LIFE IZ" MAX. RE MAXIMUM DEPTH OF 7" �FORMLINER PANEL CHAMFFR, IYP. - ' n usT R - TAIL OF FISH 1 SECTION C: SALMON BODY_ --- ---- ° r � � j.a.brennaA /V } CRAWLER, TYP -�# _ �'-a IWSYo"s } oU i � m.m scant nA 9S10+ � _F L3�E,SSJ.0:211(..OG,S6��rRJ Y I x vvjnbrcnna,l.W,11 - rri rtYtA w.G '. BOEING SECONDARY LEVEE L3 OF 4 AND FLOODWAI_L aLe ro. ho. Rc,iutOl: ry Harr v-.+rvru - --' f I 1 Seal of Responsibility i N ,p This engineering document was prepared by me or under my direct personal Lk S�1���' a upervision and I am a duly licensed Professional Engineer under the laws of the P €* ate of Washington. to G � �.. dt A- z- - -7- i�15 �795 � signature) (date) Printed or typed name: /ran(%sfec License number: W¢"sty 14 My license renewal date is: AAJA 61i i} Pages or sheets covered by this seal All sections except as noted below, ff1 , This engineering document was prepared by me or under my direct personal supervision and I am a duly licensed Professional Engineer under the laws of the G`'pr w'nslckti4 P Smote of Washington. C) GFI CONSULTAN9'S,INC. y✓ l 718I2015 47996 A\ v4 signature) (date) �SSIONALE�G Printed or typed name: Jaynes F.Nickerson j �e License number: 47996 My license renewal date is: January 12,2016 Pages or sheets covered by this seal: Specification Sections $-06,5.20,$-26 This engineering document was prepared by me or under my direct personal yeC3 SNy+ supervision and I am a duly licensed Professional Engineer under the laws of r7h. �pF SH St f Wsshingto (signature) (sate) E� �yONAL,� Printed or typed name bavld R, Shearer ^i License number. 23026 i...... nay incense renewal date is: Pages or sheets covered by this sea" 6-02, $-27,$-32 b" �I i' I, �zz s sIDDER'S NAME � Al'UG Url CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Briscoe-Desimone Improvementse Riveri - Project umber: 09-300 BIDS ACCEPTED UNTIL July 28, 2015 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 i TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • ! KING COUNTY KENT .00D CONTROL D I S T" R I C T WA9H'1NGTON 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 Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page j Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Miscellaneous Details Permits Geotechnical Memo and Borings 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 July 28, 2015 up to 1:00 p.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 immediately following 1:00 p.m. for the City of Kent project named as follows: Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 — 16.99 Project Number: 09-3010 The project consists of the construction of a setback levee floodwall landward of Briscoe Levee adjacent to the Green River and north of S. 200th St. in Kent, Washington. The floodwall will consist of installing two reinforced concrete walls and will be approximately 325 feet long. This project will also include approximately 970 cubic yards of fill and 162 tons of asphalt pavement for bike trail. The Engineer's estimate for this project is approximately $1,200,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856- 5508. For technical questions, please call Kelly Casteel at (253) 856-5561. 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 July day of St', 2015. - BY. r Ronald F. ore, ity Clerk Published in Kent Reporter on July 17, 2015 Daily Journal of Commerce on July 14 and 21, 2015 I i j CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date rl ' 29 - 7-01S This statement relates to a proposed contract with the City of Kent named Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 - 16.99 Project Number: 09-3010 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Tn4C - NAME OF BIDDER BY: SIGNATURE/TITLE 1)-X\k�d t,• LOSS ��Pcyyvn.cT D2 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Briscoe-Desimone Reach 4/Casteel 1 July 8, 2015 Project Number: 09-3010 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. For: A\A N•4,0&(Y\ SS - �R LZ S C.�-io(\ Title: Q��S�&-,k Date: Z. Briscoe-Desimone Reach 4/Casteel 2 July 8, 2015 Project Number: 09-3010 ',. CITY OF KENT ADMINISTRATIVE POLICY I 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. Briscoe-Desimone Reach 4 Casteel 3 Jul S 2015 I / Y Project Number: 09-3010 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. 1, the undersigned, a duly represented agent of ` azti �rt5ct�n �r-QG Company, hereby acknowledge and declare that the before mentioned company was the prime contract for the contract known as Briscoe- Desimone Levee Improvements Reach 4 River Mile 16.91 - 16.99/Project Number: 09-3010 that was entered into on the (Date) rl -243 - 2o�1S' 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. By: nn For: DmA&ASCtiusStt.� - 1LA22Cl,x�SM,c L' Title: QMq' Date: Page 8 Briscoe-Des imone Reach 4/Casteet 4 July 8, 2015 ppro t N 7 3010 Provided to BuildeecJ•s Exc�iangetuber,of WA Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale PROPOSAL To the City Clerk City Hall Kent, Washington 98032 n _ The undersigned hereby certifies that 'Dbop,`A A •lWSMASS-c 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 Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 — 16.99/Project Number: 09- 3010 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. Briscoe-Desimone Reach 4/Casteel 5 ]uly 8, 2015 Project Number: 09-3010 REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ g(-',e'do• $ C, } WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ /�� DOI, ` $ `0 0oo' WSDOT LUMP SUM Per LS 1010 2-02.5 510 Remove Existing Asphalt $ /55 ' $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 2 Remove Existing Bollard $ /5-0, ` $ 300 KSP EACH Per EA 1030 2-02.5 140 Remove Cement Concrete $ s?, `"` $ U, ` KSP LN FT Extruded Curb Per LF 1040 8-09.5 1 Removal of Raised Pavement $ $ /�ic7C�. ` ✓ Markers and Painted and/or KSP LUMP SUM / Per LS Thermoplastic Traffic Markings 1050 2-02.5 40 Saw Cut Existing Asphalt $ $ )eo `= KSP LN FT Concrete Pavement Per LF 1070 2-12.5 250 Geotextile Fabric, Non-Woven $ 1. $ 50 :x KSP SQ YDS for Erosion and Scour Per SY Protection 1080 4-04.5 355 Crushed Surfacing Top $ C). " $ KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 245 HMA Class 1/2", PG 64-22 $ KSP 265 Per ON TONS Briscoe-Desimone Reach 4/Casteel 6 July 22, 2015 Project Number: 09-3010 '.... REACH 4 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1210 8-04.5 140 Cement Concrete Extruded $ ao •oo $ SOLI ve KSP LN FT Curb Per LF 1220 8-04.5 60 Mountable Cement Concrete $ �V2 WSDOT LN FT Traffic Curb Per LF 1270 8-12.5 300 Temporary Security Fencing $ 5. Lo $1 ,5pv c� KSP LN FT Per LF 1290 8-26.5 4 Install City Supplied KSP EACH Removable Bollard Per EA 1295 8-14.5 130 9 Inch Wide x 4 Inch Deep $ /�, "" $ G,�, KSP LN FT Cement Concrete Mow Strip Per LF with Medium Broom Finish 1320 8-30.5 1 Project Sign Installation $ 11L17O'Llo $ 1 001> ' KSP EACH Per EA 1326 8-15.5 -1-45 Rock for Erosion and Scour $435, $ -3 y J, WSDOT LIO Protection, Class A Per TON TONS 1355 1-04.4(1) 1 Minor Changes $10,000.00* $10,000.00 WSDOT CALC Per CALC *Common price to all bidders 1360 8-03.5 1 Existing Irrigation Systems $2,000.00* $2,000.00 KSP FORCE Removal and Modifications Per FA ACCOUNT *Common price to all bidders Sub Total $ 9.5% WA State Sales Tax $ > Z- .3 5-2 , Schedule I Total $ / �?S 5-5 Briscoe-Oesimone Reach 4/Casteel 7 July 22, 2015 Project Number: 09-3010 REACH 4 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4000 7-05.5 1 Remove and Relocate Existing $ /. 2,50 $ % •�G KSP LUMP SUM Area Drain Type II Per LS 4005 2-02.5 1 Remove Existing 8 Inch $ / $ KSP EACH Storm Drain Pipe Per EA 4010 7-04.5 35 SDR 35 Storm Sewer Pipe, $ s� ."✓ $ 75-0,. KSP LN FT 8 Inch Diameter Per LF 4160 7-08.5 5 Foundation Material, Class I $ 7e�;, "` $ 5 KSP TONS and II Per TON 4165 7-08.5 5 Bank Run Gravel for Trench $ , 0, `" $ KSP TONS Backflll Per TON 4170 7-08.5 10 Pipe Zone Bedding $ (���, $ 6c', L1 KSP TONS Per TON 4190 7-05.5 1 Manhole 60 In. diam. Type 2 7, 1x $ KSP LUMP SUM with Sluice Gate, Complete Per LS Sub Total $ 9.5% WA State Sales Tax $ Schedule iv Total $ 4/C, 2, C/7' Briscoe-Des!more Reach 4/Casteel 8 July 8, 2015 Project Number: 09-3010 REACH 4 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 900 Traffic Control Labor $ y5"e $ qo0 ,5 U', KSP HOURS Per HR 5010 1-10.5 150 Construction Signs Class A $ 9La '00 $ LA .7-M ®O WSDOT SQ FT Per SF 5015 1-10.5 250 Traffic Control Supervisor $ 50.LV $ 12-150U,00 KSP HOURS Per HR w OD 5020 1-10.5 1 Temporary Traffic Control $1010W $ lul ODU- KSP LUMP SUM Devices Per LS 5035 8-22.5 630 Plastic White Edge Line $ a:9,o $ 115115'C0 KSP LN FT Per LF 5040 8-22.5 400 White Parking Stall Paint $ 9-•00 $ goo .°O KSP LN FT Stripe Per LF 5045 8-22.5 1,980 Plastic White Lane Line $ I.VC, $ 11cilao. 00 KSP LN FT Per LF 00 5050 8-21.5 1 Permanent Signing $t,oco, $ 1low'� WSDOT LUMP SUM Per LS 5055 1-10.5 90 Portable Changeable Message $rjp•W $Ll 500"vo KSP DAYS Sign (PCMS) Per DAY UO 5060 1-10.5 90 Sequential Arrow Sign (SAS) $ 3v, $ �?,-1 W- KSP DAYS Per DAY Briscoe-Desimone Reach 4/Casteel 9 July 8, 2015 Project Number: 09-3010 REACH 4 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ ri E;S-`f7D 9.5% WA State Sales Tax $ � y r5rka- n ® Schedule V Total $ I3r!y 32J1 - Briscoe-Desimone Reach 4/Casteel 10 July 8, 2015 Project Number: 09-3010 REACH 4 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-32.5 1 Concrete Wall $333 /60` ` $ KSP LUMP SUM Per LS I 6001 6-20.5 4,100 Steel Sheet Piling $ '2S, °`' $ � KSP 2,570 Per SQ FT SQ FT 6005 6-06.5 320 Handrail $ C 600, KSP 350 Per LF LN F' 6010 9-03.1(4) 95 No. 57 Coarse Aggregate $ 2,5j " $ WSDOT TONS Per TON 6015 2-12-5 60 Geotextile Fabric, Non-Woven $ 3, KSP SQ YDS for Buttress Wall Per SY 6020 7-04.5 50 Schedule 40 Slotted Drain $ WSDOT LN FT Pipe, 8 Inch Diameter Per LF I 6025 8-27.5 1 Floodgate $ ,6 06 � $ bc>&. � KSP LUMP SUM Per LS 6030 6-02.5 .1,4O0 Architectural Finish for 'ZG7 � c $ KSP SQ FT Fl®odwall Per SF Sub Total $ :z, `� , 9.5% WA State Sales Tax $ :3 2 s�. Y Schedule VI Total $ Briscoe-Desimone Reach 4/Casteel 11 July 23, 2015 Project Number: 09-3010 REACH 4 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT CZ d® 7000 8-01.5 0.1 Seeding, Fertilizing, and $IOioa) $ 11000 , KSP ACRE Mulching Per AC 7005 8-01.5 250 Filter Fabric Fence $ 5.vo $ 1,z5(D- KSP LN FT Per LF 7010 8-01.5 689 Wattle $ 3 $ Z1 VZS-°O WSDOT 67.E Per LF LN FT 7015 8-01.5 2 Inlet Protection $ 12o-L $ Z40 - KSP EACH Per EA 7020 8-01.5 250 Straw Mulch $ 1 po $ aSO- m KSP SQ YDS Per SY 7025 8-01.5 200 Clear Plastic Covering $ 1 Sd $ 3co *CD KSP SQ YDS Per SY 7030 8-01.5 100 ESC Lead KSP HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00* $10 000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7075 8-01.5 100 Street Cleaning $ lay $ 101000, WSDOT HOURS Per HR Sub Total $ 30, 066. C)D 9.5% WA State Sales Tax $ a S6LO - \5 Schedule VII Total $ 32.,gZ1 1CO2 Briscoe-Desimone Reach 4/Casteel 12 July 22, 2015 Project Number: 09-3010 REACH 4 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 110 Topsoil Type A $ 5*3 $S1 93bu KSP CU YDS Per CY 8010 8-02.5 420 Sod Installation $ `l co $ oa�CtLAD .W WSDOT SQ YDS Per SY 8015 8-02.5 50 Bark or Wood Chip Mulch $ CIS coo $ I,a5u- KSP CU YDS Per CY Sub Total $ � p2o• co 9.5% WA State Sales Tax $ 0 yL to •CI® Schedule VIII Total $ VLJ adu -G° 0 Briscoe-Desimone Reach 4/Casteel 13 July 8, 2015 Project Number: 09-3010 BID SUMMARY Schedule I � S`?, Schedule IV Schedule V ri ��3` • �3 Schedule VI �G�C4' 3 33: Schedule VII '3-9 I,92-� • 1E Schedule VIII l 2. . owo • qD TOTAL BID AMOUNT JA Briscoe-Desimone Reach 4/Casteel 14 July 8, 2015 Project Number: 09-3010 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 format 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: Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 — 16.99 Project Number: 09-3010 Subcontractor Name No Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers I Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE a Briscoe-Desimone Reach 4/Casteel 15 'Dbt1� Q• g-P6N1A_t,SLr-I - July 8, 2015 Project Number: 09-3010 ^ a o y SUBCONTRACTOR LIST (Contracts over 1 million dollars) (� Name of Bidder: y 1.fl- kcn -�Absl S-4 (L - Project Name: Briscoe-Desimone Levee Improvements Reach 4 River Mile 1691 - 16.99 Project Number: 09-3010 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 ConditioningSubcontractor Name: z Plumbing Subcontractor Name: Electrical Subcontractor Name: R- 243-7,00�; Signature of Bidder > (�_ t Date Ald (L ,ml�SSetil - �"+IeS�Osra Briscoe-Deslmone Reach 4/Casteel 16 July 8, 2015 Project Number: 09-3010 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. Briscoe-Desimone Reach 4/Casteel 17 July B, 2015 Project Number: 09-3010 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 MAYALSO 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 nmisleading. SUBMITTED BY: NAME: r�A'LZ�nS\ fuc�ar�l� Sn1Cs ADDRESS: IDSS �cvravtt �r�v ��C4�nC>`�.�-r� ,WPc• 4 '32210 PRINCIPAL OFFICE: Q P,-L2 C p(\5\-C""CAA 0, L - ADDRESS: c i1�S5 ��Y� .vticr Df�V C PHONE: FAX: � 07 --)Sa - O(Afi 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certifica e of registration in compliance with chapter 18.27 RCW. Sep 0,V( - 1.2 Provide your current state unified business identifier number. (00a, 5ui4 L(9$ 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. (N\kPtc. ,� . 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). A1kaetm� . Briscoe-Des!mone Reach 4/Casteel 18 July 8, 2015 Project Number: 09-3010 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 10 2.2 How many years has your organization been in business under its present business name? IQ } 2.2.1 Under what other or former names has your organization operated? i4!iA 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 'S<« �ZooS 2.3.2 State of incorporation: WWA��ti1'OA 2.3.3 President's name: 'pohPqd w• Ry�,rr,"sstaJ 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: !�Q 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: �P 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: WP, 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. Ztaa RA -_ A. RA-z �I iS Sl`xA 3.2 List jurisdictions in which your organization's partnership or trade name is filed. W.A,, A:t, 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 5rr� vit_i- , �� r- 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? Briscoe-Desimone Reach 4/Casteel 19 July 8, 2015 Project Number: 09-3010 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 �h. 7.1 Dated at this ,z$ day of 2015. Name of Organization: QR- "L. C�r --j Inor4LV1. 5(1C. - By y, Title: %AAA4. 4. 7.2 DC~g� R• being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 2�u` day of S 015. OOINM/8 (S 'L. Notary Public: � Spa -& My Commission Expires: en Briscoe-Desimone Reach 4/Casteel 21 v.9 2079 `Jul 2015 Project Number: 09-3010 s'y�NGT®` \\ \ \ \\ 2\ K w2/ 3e \j . . \«m. . «»z Cq j \\ � � 0 611i� + SFATE OF WAS[ INGTON Ali Unified Business ID N: 602 504 498 Domestic Profit Corporation Business ID 8: 1 Location: 2 I� ;I Expires. 05 31 2016 j RAZZ CONSTRUCTION, INC. 4055 HAMMER DR I , BELLINGHAM WA 98226 7665 I' TAX REGISTRATION UNEMPLOYMENT INSURANCE INDUSTRIAL INSURANCE MINOR WORK PERMIT i ' CITY LICENSES/REGISTRATIONS: BELLINGHAM GENERAL BUSINESS i L DUTIES OF MINORS: Yard laborer, cleanup, shop inventory. `, LICENSING RESTRICTIONS: Minors employed in construction must be at least 16 years of age. 'I WAC 296-125-033 (4) � Court permission and a variance from L&I is required to hire minors under the age of 14 in non-agriculture jobs. Call 360-902-5316 or t email teensafety@Lni.wa.gov for information. I 0,; i(1 ti 1t`i This ducurnent lists the registrations,endorsements,and llcenSes aullim ized for th- business namedobove.Gy acceplingl hi:documenl,lhe.hcenseecelu Gcs tliciu(onnationon the application /j{• .,r 7z'K.Z`-r�I wasarmplete,lruc,and accurateto the bestof ht,orher knowledge,and that businesswill be l/ ' conducted in compliance with all applicable Washmglun stale,county,and city legutations. Due,t.I,I�epertmet r of R,w amv, y"r _ h w r+ � o - o N - z C I u x u i 7 N 0 r ur Z i N Hrr Z n UD Ul H w Z M 4 N .D U Q 6 N Z W J r LLO H O t 0 Z K H U I m u n C 7/27/2015 RAZZ CONSTRUCTION INC Atf STAn OF WASMINO'YON Department of Labor & Industries Certificate of Workers' Compensation Coverage July 27, 2015 WA UBI No. 602 504 498 L&I Account ID 846,666-01 Legal Business Name RAZZ CONSTRUCTION INC Doing Business As RAZZ CONSTRUCTION INC i Workers' Comp Premium Status: Account is current. li Estimated Workers Reported Quarter 1 of Year 2015 '11 to 20 (See Description Below) Workers" Account Representative TO I GARY HONC (360)902-4823 - Email: HONC235@lni.wa.gov Licensed Contractor? Yes License No. RAZZCCI955KU License Expiration 07/25/2017 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage orwaiver of subrogation (See RCW 51 .1 2.050 and 51 .1 6.1 90). littps://secure.Ini,wa.gov/verify/DetailslliabilityCertificate,aspx?UBI=602504498&LIC=RAZZCCI955KU&SAW=&ACCT=84666601 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? j 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?,VeT 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.) go 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. orArw,(— . 4.4.1 State total worth of work in progress and under contract: 1 i5'1lPlck'L 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 cast of the work performed with your own forces. ZA--�— A tA�_U_-am r-A `i-0-IloW - 4.5.1 State average annual amount of construction work performed during the past five years: (1 (VOMton 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. �5 L--0.0,e' S . 4.7 On a separate sheet, list your major equipment. SL-C Al�ArCV tG PAL?- t-tsl- A"\ oa>nitl� u 5. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: A 5.3.2 Name and address of agent: S A� ael.cf� 6. FINANCING 6.1 Financial Statement. 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. Briscoe-Desimone Reach 4/Casteei 20 July 8, 2015 Project Number: 09-3010 i Construction Inc July 28, 2015 RE: Statement regarding disqualified from bidding public works contract under RCW 39.03.010 or 39.12.065(3) To Whom It May Concern: Razz Construction Inc. has never been disqualified from bidding public works contracts under RCW 39.03.010 or 39.12.065(3). Thank you, Donald A. Rasmussen President 4055 Hammer Drive Bellingham WA 98226 Phone: 360-752-0011 Fax: 360-752-0099 Email: donr rorazzconstruction.com Website: www.razzconstruction.com ( � - : { ! { � /f /; y ) ( \ \ ) ( \ ( } \ \ \ \ \ \ \ \ \ \ \ { 24 zq 65� - \ / E > \ \ / ) : ! t G 2 &ci i Q � \ \ \ \ ( \ \ { [ \ \ \ \ ) ( \ \ \ ( \ \ ( ( ; IE { _ - ) ( / - , / f § ) ( ) /, ) / /{ ( , ( If ( ! § : , g, . : { yt /: : , 9z : : : : { E / ! / 16 : . - G - \ ; ! ! : / \ \ \ \ § \ \ \ \ \ \ \ \ } \ \ \ \ \ - _ \ \ \ ( \ \ } \ \ \ \ \ \ \ \ ( ) ( \ \ \ v: � . i : \ E { / § - - 0 /{ / / { o s N amo< CJT C)z ov oZo_ AN < $N 30 mN� '_Id m �Wgvn Wm �m `od9No NF'A�n�n� oaA oDA o; d;m� qmg 3mv N '.. m �HIM. daN e _ zoo a '' it; 00o N C m 3 3 N ] r�i.n 3 N 3 N m` j N n m m ➢�NSD � � odz D m o `r°�mUn�wN"No.Y em�3� ➢ m� � '>? _oN a"e = .om 5W marN- aD.� - ° W M 7 N N 2 _ N <A y�'�ANmm]&Ildo➢o wm Mmn<=i zo ao�on�NA� 18.1 0 ill �mv Na m�v -° dv H �p� a3 ,so moMI aN n 20 A' � o �o i3z ill amm 3 r. 11 "'� j'^ � �� _ !q^' fir^ - ,°➢ md'm �mm o`wD - N ' m 40 N m N N o � �Aj - ( \/ 2) \\ \ } } \ } \ \ \ ( i � I - ) � \ - , } § ; Z wE 2 ou «, - ) I - \ , q /) ! ( ! ! / �--� - ---. _ . . . -- —. . . . . I / � } \ \ \ \ � . � { � \ � \ \ � : ~ , t , // S ; \ / \ \ J r { r ») /; /f � � � � � / 6 d CK y! !Q 4n : J 6 6 \ /; Q§ Qz G! 2f 2ƒ \ /§ 8 � ) ) ) ( ) \ ) ( ( ) \ \ § , ; ; r z r r > P ; 4 ; ; � � : < } \ � � \ \ \ \ \ \ \ \ \ \ } \ \ \ \ \ \ \ \ � \ \ _! } ) { ! \ \ ! ] / ; � _ [ _ _ < [ _ � K ] \ ) :_ » \ \ ; � : ® + ! # ! : \ ; } §\ ® » / : \ z \ t [ ! { ! \ ! /{ ; /t { : � I ) , { / } / \} / / { 1lt ;\ ) � )/ \ Ib .: _ : � , :; ; ;,: :,� . : ,,! ,_! �,! !_! =�r !: } \» ; : Z ; Q! b: Q! § ! S/ Qf g: d\ Q( d ; � / / - © _ ) = . / ) « � � � � _ � - / ) � ;/ ({ / / � / � � G / /§ / /} � � ; ) \ § ! [ / § ) § ! § ) RAZZ CONSTRUCTION,INC. DONALD A.RASMUSSEN Job Title: President HIGHLIGHTS Associated with RAZZ Since: 2005 ✓ BA, 1981,Business Administration Experience with Other Firms: 24 years Eastern Washington University ✓ 4/13/01 -Trench Shoring and Excavation Safety ✓ 5/21/05 -CPR/lst Aid Training EXPERIENCE AND QUALIFICATIONS June 2005-Present RAZZ Construction,Inc. President Mr.Rasmussen is President of RAZZ Construction, Tue. He has extensive experience in construction management and was a major heavy civil project manager with full-charge project responsibility and authority for Strider Construction. Mr. Rasmussen is primarily involved with mechanical,heavy and building construction projects. Representative Assignments and Project Responsibilities Include: • 2009—Project Manager,Monte Cristo Bridge Granite Falls, WA. The work consisted of constructing a 100 and 150 LF spans metal truss bridge complete with concrete abutments and road approaches. Contract Amount$ 1,198,205.50 • 2008—Project Manager, City of Stanwood-, Stanwood,WA. The work consisted of constructing a water treatment plant with a 1,800 SF chemical building,30' Diameter concrete water tank, 800 LF of 42"DI contact piping, and miscellaneous site work Contract Amount$2,612,128.00 • 2007—Project Manager, Snohomish County Public Works, SWM Drainage Improvements, Stanwood, WA. The work consisted of 51 catch basins, 6,400 LF of storm pipe 12 to 36" CMP Pipe, 4 each detention ponds at 8 different sites throughout Snohomish County. This included miscellaneous wetland restoration, asphalt paving and traffic control Contract Amount$2,896,803.91 1 //m77/administration/don rass resume 03/20/15 ADDITIONAL EXPERIENCE WITH RAZZ CONSTRUCTION,INC. Monte Cristo Grade Road Bridge No.,660 Cost:$ 1,198,205.50 Point of Contact: Snohomish County Dennis Lubchuk(425)388-6426 Water Treatment Plant Cleartvell Boffle '.. Cost:$28,752.50 Point of Contact: City of Bellingham,Bill Evans(360)778-7700 Fairhaven Halls Residence Phase 2 Cost: $ 1,352,039.00 Point of Contact:Western Washington University,Sandy Fugami(360)650-2230 Everett Portal Way 4&6 Cost: $473,100.00 Point of Contact: City of Everett,Tom Fuchs(425)257-8995 East College YYay Improvements Cost: $68,400.00 Point of Contact:Western Washington University,David Willett(360)650-6813 Brigh4vater Substation Cost:$ 886,624.00 Point of Contact: Snohomish County PUD No L,Jim Simpson(425)783-4300 Fairhaven Halls Residence Phase 1 Cost:$ 1,518,000.00 Point of Contact: Western Washington University, Sandy Fugami (360)650-2230 Bryant Well Field Treatment Cost:$2,612,128.00 Point of Contact: City of Stanwood,Les Anderson(360)629-9781 Water Treatment Plant(Sub to HawkMechinical) Cost:$2,413,620.00 Point of Contact:Hawk Mechanical,Dirk O'Reilly(360)794-8783 2007 S1PMDrainage Improvements Cost: $2,896,803.91 Point of Contact: Snohomish County Public Works,Kelli Kunz(425)388-6429 SWRTS-Noise Mitigation Wall Cost: $ 1,436,391.00 Point of Contact: Snohomish County Public Works,Kelli Kunz(425)388.6429 Everett Civic Auditorium Cost:$769,000.00 Point of Contact:Everett School District,Bob Crafts(425)385-4196 Forest Park Spray Pool '.... Cost:$369,500.00 Point of Contact: City of Everett Parks and Recreation,Henry Schroder(425)257-8372 -2- //razz/adnunisnation/don rass resume 03/20/15 ADDITIONAL EXPERIENCE WITH RAZZ CONSTRUCTION,INC. Samish Inline Valve Replacement Cost: $269,536.40 Point of Contact: Samish Water District,Terry Klimpel(360)734-5664 Little Pilchuch Bridge No. 601 &Getchell Rd Bridge No. 453 Cost:$ 861,466.24 Point of Contact: Snohomish County Public Works,Janie Arens(425)388-6429 Public Safety& VIC Building Demolition PW523 Cost:$90,068.00 Point of Contact: Western Washington University, Gil Aiken(360)650-7689 YVOW New Tennis Courts Cost: $ 877,000.00 Point of Contact:Western Washington University,Ed Simpson(360)650-3231 Happy Valley Park '.. Cost:$ 85,557.00 Point of Contact: City of Bellingham-Parks&Recreation,Jonathan Sehilk (360)676-6985 Viking Commons-Dishwashing Wall Replacement PW516 !I Cost: $60,000.00 Point of Contact:Western Washington University,Ed Simpson, (360)650-323t Edmonds Reservoir(Subcontractor to S&KPainting) Cost:$ 137,430.00 Point of Contact: S&K Painting, Steve Smith,(509)557-5544 Arlington H.S. PerfomringArts Center-"Tenant improvements phase 11 Cost: $1,039,383.00 Point of Contact:Arlington School Distr•ict1farren Hopkins(360)618-6200 Airport and Austin Pump Station Replacement Cost: $444,361.00 Point of Contact:Lake Whatcom Water&Sewer District,Bill Hunter(360)734-9224 East College Way IRilidor Lid Replacement P FV492 Cost: $65,000.00 Point of Contact:Western Washington University,David Willette(360)650-6813 Fuel Islands and Perimeter Access Road Improvements Cost: $398,800.00 Point of Contact:Port of Skagit,Bob Nord(360)757-0011 Cedarbome Booster Pump Station Cost: $322,028.00 Point of Contact:City of Stanwood,Less Anderson(360)629-9781 Karen's Bakerview.Subdivision Cost:$450,000.00 Point of Contact:RAZZ Construction,Inc.,Don Rasmussen(360)752-0011 -3- //ran/administration/don rms resume 03/20/15 \ j In \ In In \ In ) iIz n ! J» ! ° ! Z /) » ! G/� In m } } \ \ \ \ \ \ \ \ \ } } \ \ { \In { In n I,In g ; ! . { 9/J: /\/ z , /\ {/ {{, :: ! : // )/ \/ \ - \/// /} << In § ( ! ! § ! § \ SELECTED EXPERIENCE WITH OTHER FIRMS i STRIDER CONSTRUCTION CO..INC.1997-2005 (Minority Owner) Cordova Ferry Terminal Cost:$10,800,000.00 Point of Contact:Alaska DOT,Paul Taylor(907)424-5912 Slargit River Bridge Cost: $3,400,000.00 Point of Contact:City of Mt.Vernon,Mikeal Love(360)336-6204 Oak Street Pump Station Cost:$5,500,000.00 '... Point of Contact:City of Bellingham,Ravyn Whitewolf (360)676-6961 Lynden iVIVTP Liquid Stream Expansion Sch. D Cost: $ 7,800,000.00 Point of Contact:City of Lynden,Mark Sandel (360)354-3446 Lake Forest Park Resevoir Covering Cost:$2,600,000.00 Point of Contact: City of Seattle,Brent Middelswart, (206)684-5908 Bitter Lake Resevoir Covering Cost:$2,600,000.00 Point of Contact:City of Seattle,Brent Middelswart,(206)684-5909 Vashon 11culth Lfazard Area Improvements Cost:$3,400,000.00 Point of Contact: Wishkah River Bridge Cost:$ 1,600,000.00 Point of Contact:WSDOT-Aberdeen,Bill Edralin, (360)533-9352 Pacific Beach/Moclips Area Sewage Collection System Cost:$3,400,000.00 Point of Contact:Grays IIarbor County,Kevin Varness,360-249-4222 Lindvig Pump Station Cost:$415,000.00 Point of Contact:Parametrix,Ray Nickel,(253)501-5104 City ofPorl Angeles Downtown Watermain Cost:$4,200,000.00 Point of Contact: Lynden WW1P Expansion Sch. B Cost: $726,000.00 Point of Contact:City of Lynden,Tamara Adams,(360)354-0633 -4- //razz/administratimJdon rass resume 03/20/15 1MCO GENERAL CONSTRUCTION 1992-1993 Everett Water Facility Phase I Cost: $5,750,000.00 Engineer: Brown&Caldwell,Bill Peisich(206)624-0100 Point of Contact: City of Everett,Tim Marks(425)259-8872 BEACON CONSTRUCTION AND ENGINEERING CO. 1990-1992 Coupeville Middle School St, Luke's Episcopal Church Grewold Elementary School Cost: $3,500,000.00 Cost: $900,000.00 Cost: $3,500,000.00 DAWSON CONSTRUCTION COMPANY 1988-1990 WCC Building 11 PECUAddition Cost: $1,250,000.00 Cost: $125,000.00 BRINDERSON CORPORATION 1985-1987 Renton 1,VJVTP IIC Cost: $50,000,000.00 Engineer: Brown&Caldwell,Bill Persich(206)624-0100 Point of Contact: Metro,Henry Cody(206)684-2100 A C&S INCORPORATED 1981-1985 Kuparkee Sea Lift Texaco VPS Shwdown Cost: $1,000,000.00 Cost: $650,000.00 REFERENCES Contract Western Washington University Ed Simpson (360)650-3231 Snohomish County Pete Mieheals (425)388-6426 City of Stanwood Les Anderson (360)629-9781 //mzzladmmuslratmn/don rass resume 03/20/15 MITCHELL SORESTAD 4931 Peppermint Lane Bow, WA 98232 E-mail: msorestadQdgmail.com Home: (360) 766-4072 Cell: (360) 540-2438 Education 2000-2004: Bachelor of Science in Construction Management Central Washington University,Ellensburg, Washington. Skills General: • Act in a manner of integrity that shows support for the company, its values, and the employees/team while maintaining a constant focus on exceeding customer requirements as well as expectations • Dynamic interpersonal skills to enable me to work effectively with owners, architect, engineers, consultants, subcontractors, and motivate employees/team members • Leadership skills with ability and willingness to face challenges • Organized and great attention to details • Excellent problem solver • Ability to "think outside the box,"alternate means and methods/designs • Ability to generate and analyze CPM schedules to accelerate project schedule • 'Track record to complete projects under budget and ahead of schedule • Maintained 100% customer satisfaction, with a growing client base • Do things right the first time and don't cut corners while still being efficient Computer: • Microsoft Windows, Microsoft Office, Microsoft Excel, Microsoft Outlook, Microsoft Project, Microsoft PowerPoint, Timberline,AutoCAD, Computer Ease (Construction Project Management &Accounting). Experience Project Manager April 2015-Present Razz Construction, Bellingham, Washington Managing public works projects building new and retrofitting water and wastewater systems including pipelines, lift stations,treatment plants,pump stations, and chemical injection systems. Estimated projects, contract administration, submittals, ordering, scheduling, managed crews, cost tracking and coding, extra work and change orders, field work, and project close out. Page: 1 of 2 i Project Manager/Safety Representative May 2012-April 2015 TRICO Companies, Burlington, Washington Managed projects up to $8 million in the civil,processing, light industrial, commercial, and medical projects in the private and public sector. Responsible for completing all required activities and tasks required to complete aproject; from soliciting owners/projects to project closeout. Primary point of contact between the owner(s) and the design team from conceptual design through project closeout. Project delivery methods consisted of; Design Build, Design Bid Build, GC-CM, and Traditional Procurement, Working Superintendem/Estimator September 2004-May 2012 Stouder General Construction, Ferndale, Washington Worked on public works projects building new and retrofitting water and wastewater systems including pipelines, lift stations, treatment plants, pump stations, and chemical injection systems. Estimated projects, contract administration, submittals, ordering, scheduling, managed crews, cost tracking and coding, extra work and change orders, field work, and project close out. Subcontractor/Equipment Control Manager June 2003-September 2003 Snelson Companies Inc., Sedro-Woolley, Washington Worked on the "Evergreen Expansion Project," an 18 mile, 36"natural gas pipeline. I managed over 400 pieces of equipment, daily progress reporting to the main office, equipment invoicing, daily costing,and takeoffs. Laborer/Mechanic/lleavy Equipment Operator/Crew Chief January 1998-September 2002 Concrete Nor' West, Burlington, Washington Worked summers and part time starting out as a mechanic and advanced through the company to a heavy equipment operator. Duties included: shop laborer,tire man, equipment servicing and maintenance, operating and managing an entire gravel pit for three months (summer job), on site supervision, material ordering, and communicating with contractors and owners. Operating various types of equipment such as: backhoes, Cat 980 loaders, skid steer loaders, D-4 to D-9 dozers, excavators, earthmovers, tractors, dump trucks, etc. Specialized Training Extensive safety training including, OSHA 10 Hour Site Safety Certification, ECO-3 Certified Erosion & Sediment Control Lead, Qualified Rigger, Qualified Signal Person, CPR & First Aid Certified, Certified Forklift Operator, Trained in SDS-Globally Harmonization System(New MSDS), Activities Member of the Construction Management heavy/civil competition team. Member of the International Honor Society. Fishing, Golfing, Camping, Outdoors Activities, Spending time with family and friends Page: 2 of 2 PO BOX 657 - SEDRO WOOLLEY- WA. 98284 PHONE 1-360-661-0660 • RiCKELEAZER.@AOL.COM ' RICK ELEAZER Objective: Superintendent Field Supervisor I Superintendent 2009-2012 Trico Contracting,Burlington, Wa. 98233 • Underground utilities. Road widening projects. Water booster, Sewer pumps stations. Sub division. Private and commercial development. City,County. • General contractor of projects for city,county. • Subcontractor coordination. Daily operation of ordering of supplies, resources, equipment and labor. Field Supervisor /Superintendent 2003-2009 Marsbbank Consiniction,Lake Stevens, WA 98258 - Under ground utilities. Road widening projects. MSE Walls. Box culverts. - Water tower and bridge replacement projects. York Bridge.Sauk River Bridge, Quite Cove. - Sub contractor and general contractor of City,County, State projects - Subcontractor coordination. Daily operation of ordering of supplies, resources, equipment and labor. Field Supervisor /Superintendent 2000-2003 RamConstructlon,Bellingham WA 98227 - Under ground utilities. Road widening projects. Sub division. - Private and commercial development. City,County. - Subcontractor coordination. Daily operation of ordering of supplies, resources, equipment and labor Field Supervisor I Superintendent 1997-2000 Mid MountainConhactors, Kirkland, WA 98033 - Under ground utilities. Road widening projects. Sub division. Private and commercial development. City,County,State. - Sub contractor coordination. . • Daily operation of ordering of supplies, resources, equipment and labor. Field Supervisor /Superintendent 1993-1997 Wedco Construction,Bellingham, WA 98226 - Under ground utifities.Road widening projects. Sub division.Private and commercial development. City,County, State. - Sub contractor coordination. Permits. Traffic control plans. Oversee daily operations of multiple sites. Scheduling, supplies, equipment, labor and Sub- Contractors. Asphalt Placement 1992-1993 Wilder Construction,Bellinghamg WA 98227 - Graded and paved, Streets,Highways and Parking lots. - Equipment operator and labor. Lead labor to field supervisor 1985-1992 Henefin and Associates,Bellingham, WA 98227 - Underground utilities.Road widening projects. Sub divisions Detention and retention ponds above and below ground. Asphalt paving.Concrete finishing.Sewer lift stations.Water booster/pump stations. Concrete block walls. Traffic control, On site layout and surveying. Equipment operator. Excavator, Dozer. Loader. Drum roller. - Subcontractor coordination. - Private,residential and commercial development. City,County, State. INTERESTS Helping the Community,Fishing, Camping and Wood Working. EDUCATION Castle Park High School Chula Vista, Ca. 91909 Superior Training Services Los Angles,Ca. 90004 Heavy Equip, School Cascade College Bellingham, Wa. 98226 Computer Science Skagit fire Dist. 98 Fire Fighter/EMT Sedro Woolley,Wa. 98284 Current Washington State Certified. Razz Construction Equipment List(Updated 3/25/2015 LP) AB1 14'Alummm Boat JS104 IJob Trailer AB02 11992 24'Aluminum Skiff Boat 1S105 Job Shack AB04 18 Ft.Aluminum Work Boat JS106 1997 Van Trailer-Swift ABOS- Magnum 20'Aluminum Boat JS107 1979 Van Trailer-Parsons AT31 2003 Toyota Echo JS108 40'Conex AT34 2001 Toyota Echo J5109 40'Conex ! AT36 2011 Kin Sorento LD601 2002 New Holland Tractor C0303 2DD5 Cat Asphalt Drum Roller LD602 1997 John Deere Loader Backhoe C0304 2007 Hamm Single Drum Roller LD603 2004 Caterpillar IT28 Loader CR701 Grove 4x4x4 Terrain Crane LD604 2000 John Deere 310SE Backhoe DT101 1997 Ford Syd Dump Truck MI801 2000 Sullair Air Compressor DT102A 1990 Peterbilt T/A Dump Truck M1803 2004 Sullair Air Compressor DT1023 1977 Reliance 2-Axle Pup M1804 Pressure Washer 4000 PSI DT102C Sidedump'r Trailer M1807 42" Rotary Front Mower DT103A 1937 Kenworth Dump Truck M1308 1999 Polaris Big Boss 500 ATV DT103B 1991 Reliance 2-Axle Transfer M1809 2005 Whisperwatt Generator DT104A 1995 Freight Liner Dump Truck -M1810 Honda 5000 Generator DT104B 1993 Sturdyweld Quad Trailer M1811 Deluxe Generator 6500 W DT105A 1998 Kenworth Tri/A Transfer M1812 Idonda 6500 W Generator DT105B 1998 General 4-Axle Transfer MI813 Taylor Dunn 24 Volt Cart DT105C Assembl 3-Axel Dump Trailer MI814 Whisperwatt Generator DT106 1986 Int'I 5 Yard Dump Truck MI815 Isuflivan Air Compressor DZ401 1993 Komatsu Crawler Tractor MI816 Morrison Pourer Bugger '.. DZ402 2006 Caterpillar D5G MI817 Whiteman Mixer ET71 1994 Traileze 20 Ton Trailer M1818 Nighthawk LT12 Light Tower ET72 20016 Ton Equipment Trailer M1819 Nighthawk LT12 Light Tower ET73 2004 Mirage Exterra Gold Tri MI821. 2006 Sullair 185 Compressor ET75 1999 TrailMax Equipment Trlr MI822 2007 Rolketa Quad LT80 2005 Carson 5 Ton Trailer M1823 2007 Sullair 185 Compressor FT81 1978 Mille Equipment Trailer M1824 2005 Atlas Copco 135 Comp. ET32 201214,DD04 Flatbed Trailer MI826 Multiquip 1 CY Mixer ET33 1972 40'Stepdeck Trailer MI827 Honda GX 690 Pressure Washer ET84 2009 Olympic 16'T/A Trailer M1828 Electric Cart with Bed EX504 2006 Cat 31.5 Excavator M1830 2006 Multiquip Light Tower EX505 2007 Cat 304C Excavator M1831 Chemgrout Grout Pump EX506 2005 Cat 320 Excavator MI832 Benner HB-16W Rebar Bender '.. EX507 2000 Cat 345 Excavator MI833 Multiquip Plate/Trench Compactor EX503 Hitachi EX 120 Excavator ML952 1994 Snorkel Boom Lift- EX510 2005 Yammer Mini Excavator ML953 2006JLG Electric Scisscc lift EX511 2013 Cat 305 Excavator ML954 37'Snorlcclift FB52 2000 Ford F550 Manlift Truck MT21 1996 Kenworth Mechanics Truck FB53 2001 Ford F450 Flathed PF01 McElroy DIPS Fusion Machine FB54 2001 Ford F450 Flatbed PF02 Integrifuse Fusion Machine ! FB56 2004 Chevy Flatbed PF03 McElroy Pithull Fusion Machine FB57 2006 Ford F450 PU14 1989 Ford F250 Pickup FB58 Ford E-350 Cutaway PU15 2007 Ford F150 Pickup FB59 2003 Ford F550 Super Duty PU16 2001 Dodge Ram Pickup FB60 2001 Dodge Ram 350 PU17 2008 Ford F-150 FB61 12005 Ford F550 XLSD w/Service PU18 2007 Ford F150 Pickup FL901 1995 Slky Tralk Forldift PU19 2005 Dodge Ram 1500 4X4 FL902 2001 Cat V60D Forid ift PU20 2008 Ford F150 FL903 2001 TH63 Telescopic Forldift PU21 2006 Ford F250 Supercab 1-904 2600 Slkytralk 8042 Forldift ST500 1987 Ma cle Sem i/Water Truck FL905 2002 Slkytralk 8042 Forldift ST500A 1984 Lemon T/A End Dump FM01 2006 Bidwell 2450 Paver ST501 1994 Kenworth Truck Tractor FM02 Layton H500B Asphalt Paver ST501A 2013 Jet Side Dump JS91 1980 48'Fruehauf Storage Van ST502 2005 Kenworth T600 J592 1992 Blazer 8 x 32 Job Trailer SW652 2004 Lay-M or 8HC Ride on Broom JS93 1997 Alloy 28'Van SW6S3 2.000 Elgin Crosswind Sweeper JS94 11987 Alloy 28'Van TC1 2009 Traffic Signal 2 95 199610'x32'William Scotsman TC2 2009 Traffic Signal 1596 200410 X 30'Pacific Mobile TC3 2004 Ford F650 w/Attenuator JS97 40'Container TC4 2001 Allmand Arrow Board JS98 40'Shipping Container TC5 Precast Concrete Barrier JS99 20'Container TCG Changeable Message Trailer JS100 Semi Job Trailer TC7 Changeable Message Board JS101 Williams Scottsman lob Shack WEJ. 2010 Miller Trailblazer 302 JS102 Old Razz Main Office Trailer WE2 2012 Miller Trailblazer302 WT751 2005 Wylie SOOg Water Trailer i t ' ai~ss�rr��C�aaa<I`s� , Credit Information Address: 4055 Hammer Drive, Bellingham, WA 98226-7665 Phone: (360) 752-0011 Fax: (360) 752-0099 President/ CEO: Donald A. Rasmussen Cell: (360) 927-1204 E-Mail: done a razzconstruction.com Business Description: General Contractor Business Type: Corporation Filed: May 19, 2005 Federal EIN: 20-2868525 DOT#: 1646142 D-U-N-S #: 623518565 NAICS Code: 237.990-Heavy Const. SIC: 1542 WA UBI#: 602 504 498 WA L&I: 846,666-01 WA Employment Security: 30102900n CDL Employer ID: 3AYO WA Reseller Permit: Al 7077 15 WA Contractor License#: RAZZCCI955KU ID Contractor License#: 005083 AK Contractor License#: 35607 Insurance Agent: Blair Patjens Arthur J. Gallagher & Co. 777 108°i Avenue NE, Suite 200 Bellevue, WA 98004 Phone: (425) 586-1016 Snail: Blair PatlensCcDAJG.com Bonding Agent: Nathan Varnold Aon Risk Solutions 199 Fremont Street, Suite 1500 San Francisco, CA 94105 Phone: (415) 486-7385 Email: nathon.varnold(aD.aon.com 5 •z Bank: SaviBank Rick Cornelius 2417 Meridian St, Ste. 104 Phone: (360) 685-0080 Bellingham, WA. 98225 E-Mail: rcorneliUS(Dsavibnank.com R:\Razz Administration\Accounting\Credit Info\Credit Infonmation.doc 4/30/2015 PAW Trade References: Yorkston Oil P.O. Box 893 Bellingham, WA Ph: (360) 734-2201 Fx: (360) 676-4529 Reisner Distribution 500 Kentucky St. Bellingham, WA Ph: (360) 734-6800 Fx: (360) 676-6250 Concrete Nor'West, Inc. P.O. Box 280 Mt. Vernon, WA Ph: (360) 757-3121 Fx: (360) 757-3816 United Rentals 2045 E. Bakerview Bellingham, WA Ph: (360) 647-7800 Fx: (360) 647-1599 Hardware Sales 2030 James St, Bellingham, WA Ph: (360) 734-6140 Fx: (360) 734-0069 R:1Razz Administration\Accotmting\Credit InfoUrade References.doc 7/27/2015 i I 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 seventy (70) 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 ninety (90) 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 J a-' 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: NAME OF BIDDER BY: c _ ZdL Signature �DC`F'rl� `A.•�ZASM�..SS�_n1 —�w'�S i�-�.n� (Print Name and Title) qU<<- wpm-y \, � DlL+`�e Address 6CQ',2, Cv--, Briscoe-Desimone Reach 4/Casteel 22 July 8, 2015 Project Number: 09-3010 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, RAZZ CONSTRUCTION,INC. , as Principal, and INTF.RNATTONALFIDELITY INSURANCE COMPANY as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum Of FIVE PERCENTOFTHE BID AMOUNT (5%OF THE BID AMOUNT) 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 Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 - 16.99/Project Number. 09-3010 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 24 DAY OF JULY 2015, RAZZ CONSTRUCTION,INC PRINCIPAL,? R Srve1�SSG�I- QeeStD4� IN ERNA1fI(?N4LJf IDE ITYINSURANCE COMPANY .............. NATH _ A�RNOLD,ATTORNEY IN FACT 20 Received return of deposit in the sum of $ Briscoe-Deslmone Reach 4/Cast8el 23 July 8, 2015 Project Number: 09-3010 i CAtoFPRNIA ALL�PURPOSE AGI�CNQWLEDGIV[ENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Santa Clara On 1111 2 4 2015 before me, Kelly Rowley, Notary Public,personally appeared Nathan Varnold who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sht hey executed the same in his/her4he4 authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. KELP, Signature / Kelly Rowle , Signature of Notary Public -oil I I f f, r Tel'(953)6214, E r0i POWER OF At` r%RN Y A INSURANCE COMPANY� l ALLiGHNY CASUALLY)COMPANY" 0.,NE NE'W'AAK.CENTER, 20tH FLOOR NEWARk,'NEW JERSEY 611 02=92117: KNOW ALL MEN PYTHESEPRE6ENTS., That INTERNATIONAL FIDELITY INSURANCE COMPANY%a corporation organized and existing under' thojaWs of the State of New Jersey., and ALLEQHENY CASUALTY COMPANY,a,cofporafion'org8inized and existing 0 1 riderthe laws of the State of Pennsylvania,haying their principal 91ficelin the City of Newark,New Jersey,do hereby constitute and appoint PAUL RdDRIGUEZ, NATHAN VARNQW, JAMES POSS,.JO, HN T. LE'rTIER1,TOM BRANIGAN San Francisco, CA. their true and lawful attorneys)In-fact to execute,seal and.deliver for andon its behalf as surety`any and all bonds and undertakings,contracts of indemnity and other s,ob1l,atory n thanature thereof,.which are or may be,allowed,required or permitted by law,statute,rule,re [a otherwise and the X. Li�', Lj (ion,contract or no such InstruMent(sWipsursuance.of these presents,shot(,be as binding upon the said INTERNATIONALFIDELI INSURANCE COMPANY and ALL�OHENYCASUAL .COMPANY,as fully 2nd,amrply,toall intents, and purposes,as if the same had been duly executed and acknowledged by theirregutsty elected-OffiCe1`8 2tth8if.principal offices, This Power of Aterrn is executecl�and mg.be revoked, pursuant to and..b,, 2UtbOrl Of the N-1-6ws of INTERNATIONAL F1DE4IfYjNSURANCE of INTERNATIONAL ENYCASUALT t %i 2doptedby the Boardof , Y,C PA�Y anat Is grantac of the to owin resolution� Directors of iNTzR�qoN�LFOELITYINSURN4.1 em ANYatarneefingdo lielciont�eizuth,d6yofJOly,20�o�ndby�he8odrdofDirebtbrsofAL�EGHENY� CASLIALTYCOM 'ANY at a meeting duty,hold on the 150-.day of August,�10,0Q. ',RLsbLVLIJ,that (1)the president,'Vicii President, Chief Executive Officer or Secretary of the Corporation "It have the power to appoint,and to voke h Attorneys-in-Fact, n h a d a de ne ad n 0 rl 8 Imt I e so a ewers!f attorney, power n authority s c contracts fiv P demnian agents Is thereto, 1 Ir respective e sp of I appointments it s8 8 w r 0 au C undertakings, f d or limited n c n revoke he a oln me of joint 0 on bonds; nde n r nizan as th appoint d appoint n authority e as n Ts is a 0 Corporation' facsimile a Q a , r a If atlon given:or fhe execution of any fin do n I r to d t� h esuch affix `p M k ecog f na n a a 0 an r vo M r to may d p a behalf f Corporation ra r g WI t thp rat si� ' ' 0 f ol e is fn a th a 0 related theretoand 2 2 such Officers rs of 0 ccI 1 0 execute waivers v r a n 0 ac a a at cc on the d b a 0 arty p a of attorney 0 a 4 power e ce W 0 a process, au or me t t r Officer Me To a 0 seal y be affixed y If the n tur t la to execute on behalf s b anon I a nature: r or r f the h pp f or other written obliggations in the nature undertaking th re fn 0 and Attorneys-in-fact and !3)She signature of any , a oration m r of es ' c o indemnity r ri such ic r f Corporation 0 tic n Corporation's u zn a cmr c in a I or w I 0 r0 p recognizance, t f IT 6 t fin t of officer bond, de kin e offin e WIhoth g retof To or hereafter being being ere ad ted y f a corporation as a•engine sl ga uro such so u or a 0 by fir If I th h fif Corporation to be valid and binding upon he Corporation wt s same force and e ec as though mahua Y a iXed IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY havaeach executed and attested these presents on this 22ndday ofJuly,2014. t OF NEW JERSEY p*Aw V Cp TAT ognty of ssox "SEAL 1 6 19 9,3 ROBERTW.MINSTER Chief Executive Officer(International Fideliw Insurance Company)and President(Allegany "vNSYLY Casualty Company) On this 22nd day of,July 2014, before me came lbe individual who executed the preceding Instrument,to me personally known,and being by me duly sworn, said,he is the theraindescribed and-authorizeq,officer of INTERNATIONAL FIDELITY INSURANCE CE COMPANY.and AUEGHEW CASUALTY COMPANY that the,seals affixed to said instrument are the Corporate.Seals of sald Companies;that thesald.Corporate Seats and his signat rewere duly affixed by order of the Boards of DIreotors of said Companies.: IN TESTIMONY WHEREOF, I have hereunto set rn jr handaffixed my Official Sea], at the City of Newark,New Jersey the day and yearr rstabove written. NOTARY dk�,- Pb s to A NOTARY PUBLIC OF NEW JERSEY 0 My Commission Expires April 16,2019: NOV Sao', ...... CERTIFICATION 1,the undersigned officer-of INTERNATIONAL FIDELITY INSURANCE COMPANYandALLEGHENY CASUALTY COMPANY do hereby certify that have compared the:foregoing copy of:the Power of Attorney and affidavit,and the copy Hof the Soctionsof theBy-Laws of said Companies as Set forlh'in said. Power of Attorney, with the originals on file-in the home office of said companies, and that the same are.correct transcripts thereof,and of the whole, of the said originals,ancrthat the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto.aQt my hand this day of JUL 2f 4 2015' MARIA 8RANqQ,Assistant Secretary - 1 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. Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 - 16.99 Project Number: 09-3010 (� NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Ob�a�d. a • (ZASck��ssttil - P�csxd��,.Q Briscoe-Desimone Reach 4/Casteel 24 July 8, 2015 Project Number: 09-3010 forexampleroses only. B submitting a bid This change order form is o purposes y y g , 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 $ (inch 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 prior Change Orders Days Required f for this Change Order -0- Working days Revised Time for Completion Working days Briscoe-Desimone Reach 4/Casteel 25 July 8, 2015 Project Number: 09-3010 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: XP'0-)PL By: (signature) (signature) Print Name:'00AA\A ik- a5mus5ea 1 Print Name: Timothy 1. LaPorte, P.E. Its V�`S'�&All' Its Public Works Director (Title) (Title) DATE: 7—o,, DATE: Briscoe-Desimone Reach 4/Casteel 26 July B, 2015 Project Number: 09-3010 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 ....................® Orderof Contents.................................................................................f� Invitationto Bid...................................................................................E( Contractor Compliance Statement........................................................ICJ Date............................................................................................t� Have/have not participated acknowledgment.............................1� Signatureand address ................................................................[� Declaration - City of Kent Equal Employment Opportunity Policy ........E( Dateand signature .....................................................................9 AdministrativePolicy ...........................................................................E( Proposal...............................................................................................Ed First line of proposal - filled in ................................................. GJ( Unitprices are correct ................................................................E7 Minimumbid prices are correct...................................................Ei Subcontractor List (contracts over $SOOK) ..........................................[Z Subcontractors listed properly....................................................Y Signature ....................................................................................u( Subcontractor List (contracts over $1 million).....................................E� Subcontractorslisted properly....................................................L(, Dateand signature .....................................................................W Contractor's Qualification Statement ...................................................d Completeand notarized ..............................................................� ProposalSignature Page.................................................................... All Addenda acknowledged .........................................................Pf Date, signature and address .......................................................� BidBond Form .....................................................................................� Signature, sealed and dated .......................................................E+1 Powerof Attorney.......................................................................0 (Amount of bid bond shall equal 50/o of the total bid amount) Combined Declaration Form.................................................................Ed Signature . .. . ............................................................... ChangeOrder Form..............................................................................C� Bidder's Checklist ................................................................................E� 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. Briscoe-Desimone Reach 4/Casteel 27 July 8, 2015 Project Number: 09-3010 I I BOND NO. 0679824 I I PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT w..y iino,o. KNOW ALL MEN BY THESE PRESENTS; That we, the undersigned, RAZZ CONSTRUCTION,INC. as Principal, and INTERNATIONAL FIDELITY INSURANCE COMPANY a Corporation organized and existing under the laws of the State of ItrlxnsNm tmn NJas 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 $ 873,421.28 , 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 Briscoe-Desimone Levee Improvements Reach 4 River Mile 16.91 — 16.99/Project Number., 09-3010 (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. Briscoe-eesimone Reach 4/Casteel 28 July 8, 2015 Pr(JeC[ Number: OB-3o10 TWO WITNESSES: RAZZ CONSTRUCTION,INC. PRINCIPAL (enter principal's name.above).? BY: ll!�A I ff- C- TITLE: DATE: DATE: A N-1 20 V5 jf 4 CORPORATE SEAL: j PRINT NAME _ pit I DATE: 7 INTERNATIONAL FIDELITY INSURANCE COMPANY SURETY CORPORATE SEAL: BY: /�/'NATHANVARNOLD �j DATE: AUGUST 14,2015 TITLE: ATTORNEY IN FACT ADDRESS: CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation flamed as Principal in the within Bond; that Who signed the said bond on behalf of the Principal 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 behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY Briscoe-Desi mono Reach 4/Casteel 29 July 8, 2015 PrqJoct Number; 09-3010 i I CAUPORNIA ALL.4, RPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Santa Clara AUG 1 42015 On before me, Kelly Rowley. Notary Public, personally appeared Nathan Vainold who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/s� executed the same in his/herftheir authorized capacity(ies), and that by his/hor/,heir signature(sI on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. KELL Signature �5� Kelly Rowle , Signature of otPublic FR < Tel(573)�624n7�00 " 3 F1C�UI{ER t A "�+ RN�EY. tCJTEFtNAJ7-7 iON L:F.,It� LITYINSURANGe comPANY ALLEGHENY. CA9UALTY.C6MPANY r•., ONE N�WPARK CENTER, 20 fH Fl C?Of NEWARK,NEuu:JERSE� 07102 5267' KNOW ALL MEN 6Y•THESE PRESENTS:' That INTERNATIONAL FIDELITY°1tJSURANCE-CYMPgNY`,acoryoratfon organized and existing under the laws of the State of New.Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the rows of the SCa((e of Pennsylvania,having their principal office in the City of Newark,New Dorsey,do hereby ooristi2ufe and appoint PAUL RODRIGUEZ, NATFlAN (/ARNQ Lb,.JAMES DOSS„JOHN;T.. I.ETTfERI,TOM•-13 NIGAN " yen Francisco,CA. their true and lawful aftomey(s)-in-fact to execute,seal and deliver forand.on its behalf as:surety,any and all bonds and undertakings,cohtraCts of indemnity and other writing obligatory In the,nature thereof, which are or may be allowed,required or permitted"by law,statute rule regulatlon contract or otherwise, and,the executionof such instrumeni(s in pursuance of these presents,shall be as binding'upon the said INTERNATIONAL HDELITY INSURANCE .COMPANY and ALLEGHENY CASUALTY,;GOMPA,NY;;,as,fully agd amply, to all intents and.purposes as if the same had been duly executed and acknowledged by their regularly elected o$cers at their principal offices, This Power of Attorneyy Is executed and may be revoked, pursuant to,and.byy'-aut�odttyy of;the•B§pws'of INTERNAT,IONALribELITYINSU,,A 6E COMPANY and ALLEGHENYCASUALTY COMPANY,and is granted'.under and 4y authority of the foliowitt99 resolution adopted by the eoatd of Directors of-INTERNATIONAL,FIDELITY INSURANCE COMPANY ate meeting dutyy held on the 20thday of July,2010:and by'lhe Board of Directors of ALLEGHENY' CASUALTY COMPANY.at a meeting duly.h:@)don the]5ih day of.August 2Qf70; , RESOLVED,that (1)the President,Vice President, Chief EXecutive Officer or Secretary of the Corporation shall have the power to appoint,and to revoke the'appointmenLs of,Attomeys-in-Foot or agents with power and authority as defined or limited in their respective powers of attorney,and to execute on behalf of The Corporation and affix the Corporation's seal thereto;bonds,Undertakings,-recognizances, contracts of rndemn and other written obffggations In the nature tttereof or related thereto, and(2),any such Officers of the Corporation may appoint and revoke the appointment of joint-control custodians,,a�ents for,acce Lance of process,and Attorneys-in-fact with authority to execute waivers and.cgnsents on behalf of fhe Gorpor�iion;ar7d (3j the signature o any such Officer of the Corporation and the Car oration's seal may be affixed by facsimile to any power of attorney or Certification given'for jhe execution of any bond,undertaking,recognizance, contract of indemnity, or other written obf�igqation in the nature,thereof or related thereto;sLc signature and seats when so used whether heretofore or hereafter; being hereby sibovtee bypthe Corporation as'the`originat signature of such;officer and the original'sea] of the Corporation,to be valid and f5indrng upon the Corporation�with the same force and'effect as though manua y a'IFlxed" - -'_ • ' ; 1 IIJ WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY.•have each executed and attested these presents on this'22nd day of Jufy,2014. - - fl7ATE OF NEW JERSEY i•6t+ AilY + Ili 4 County of Essex 4} y NZ it r Ik`{fNT.tw � 4 K IF ROBERT W.MINSTER p p Chief Executive Officer(International Fidelity YLNP� Insurance Company)•and President(Allegheny. .. Casualty Company) .. On this 22nd day of Juty 2014 before me came the individual who•executed'the.preceding instrument to3ne personally'known,arid; being by me duly ` swam;said he is the therefn:desaribed and authorized;;officer Of:INTERNATIONAL FIDELITY INSURANCE COMPANYand ALLEGHENY CASUALTY COMPANY.;,that the seals`affixed to said Instrument are the Corporate Seals of-said Companies;that the said Corporate Seals and his sighature+were duly affixed by order of the Boards of Directors of said Companies. INTESTIMONY WHEREOF, lhave-hereuntosefm hand aiflxed rnybfflcial Se al, , „, r at the City of Newark,Naw Jersey the day and year fyrzst above written ��PswYCR •, 'irlBsloN� •p NOTARY u A NOTARY PUBLIC OF NEW JERSEY of Io-20�9 5 �F NE�#I My Commission Expires April 16,2019 '"'�bnnluu`� • CERTIFICATION'. I,the undersigned officer of INTERNAT(ONkL,FIDELITY INSURANCE"COMPANY'and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copyof,tho Power of Attorney 4,nd,affidavit,and tfie,cdpyof the Sections of the"By-Laws`of said,Gompanles as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are Correct frahacdpts thereof,and of the whole of the said originals,and that(he said Power. of Attorney.has not been revoked and is now in 611 force and effect. IN TESTIMONY WHEREOF, r have hereunto set my,hand this " • � ,�x 2�15,-day of MARIA BRANLi4,•Asaistant<Seoietary F ' KE T 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 -6 1 -05 Control of Work .............................................................. 1 -8 1 -06 Control of Material .......................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public................. 1-20 1-08 Prosecution and Progress ................................................. 1-26 1-09 Measurement and Payment .............................................. 1-31 j 1-10 Temporary Traffic Control ................................................ 1-32 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ......................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation ...................................................... 2-6 2-07 Watering ....................................................................... 2-6 2-09 Structure Excavation ....................................................... 2-7 2-12 Construction Geosynthetic................................................ 2-7 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 6 STRUCTURES ......................................................... 6-1 6-02 Concrete Structures ........................................................ 6-1 6-06 Pedestrian Handrail ......................................................... 6-4 6-20 Steel Sheet Piling............................................................ 6-6 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-01 Drains ........................................................................... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .......I...................... 7-3 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 8-04 Curbs, Gutters, and Spillways ........................................... 8-11 8-09 Raised Pavement Markers ................................................ 8-12 8-12 Chain Link Fence and Wire Fence ...................................... 8-13 8-14 Cement Concrete Sidewalk............................................... 8-15 Briscoe-0esimone Reach 4/Casteel 1 July 8, 2015 Project Number: 09-3010 KENT SPECIAL PROVISIONS TABLE OF CONTENTS DIVISION 8 MISCELLANEOUS CONSTRUCTION PAGE 8-15 Riprap........................................................................... 8-15 8-22 Pavement Marking .......................................................... 8-16 8-23 Temporary Pavement Marking .......................................... 8-18 8-26 Bollards......................................................................... 8-19 8-27 Floodgate ...................................................................... 8-20 8-30 Project Signs.................................................................. 8-22 8-32 Concrete Wall................................................................. 8-23 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ..................... .......... 9-1 9-16 Fence and Guardrail ........................................................ 9-8 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 MISCELLANEOUS DETAILS.............................................................. A-3 PERMITS......................................................................................... A-4 GEOTECHNICAL MEMO AND BORINGS ............................................ A-5 PREVAILING WAGE RATES.............................................................. A-6 Briscoe-Desi mone Reach 4/Casteel 2 July 8, 2015 Project Number, 09-3010 I 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 Specifications 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 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING 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 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: Briscoe-0esimone Reach 4/Casteel 1 - 1 July 8, 2015 Project Number: 09-3010 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, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in 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 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders 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"). Briscoe-Desimone Reach 4/Casteel 1 - 2 July 8, 2015 Project Number: 09-3010 SECTION 1-02.2 /S 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 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 Briscoe-Desimone Reach 4/Casteel 1 - 3 July 8, 2015 Project Number: 09-3010 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. 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 a. The bidder is not prequalified when so required. Briscoe-Desimone Reach 4/Casteel 1 - 4 July 8, 2015 Project Number: 09-3010 SECTION 1-02.14 IS REVISED SYDELETING ITEM 3 AND REPLACING WITH THE FOLLOWINGS 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 BY INSERTING THE FOLLOWING PARAGRAPH 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 1160 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 of the WSDOT Standard Specifications. If the successful bidder fails to provide these documents within this 1 O-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 Briscoe-Desimone Reach 4/Casteel 1 - 5 July 8, 2015 Project Number: 09-3010 such areas and for any materials ordered before the contract is executed by the City. 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 1-03.7 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 BY ADDING 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 PARAGRAPH AND REPLACING WITH THE FOLLOWING S ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 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). Briscoe-Desimone Reach 4/Castoel 1 - 6 July 8, 2015 Project Number: 09-3010 SECTION 1-04.4 /S 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 W►TH 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. 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. Briscoe-Desimone Reach 4/Casteel 1 - 7 July 8, 2015 Project Number, 09-3010 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 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(6) Briscoe-Desimone Reach 4/Casteel 1 - 8 July 8, 2015 Project Number: 09-3010 of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes 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 load for 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 1-08.5. 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 $150/hr 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 provide other satisfactory substantiating evidence to prove the error was 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. Briscoe-Des!mone Reach 4/Casteel 1 - 9 July 8, 2015 ICI Project Number: 09-3010 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, 3. 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) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. 1 . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) Briscoe-Desi mone Reach 4/Casteel 1 - 10 July 8, 2015 Project Number: 09-3010 During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 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 necessity to 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. 1-05.5(5) Staking Services 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: 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 50-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 backfill, 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. Briscoe-Desimone Reach 4/Casteel 1 - 11 July B, 2015 Project Number: 09-3010 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 grade hubs will be set for each course, at not less than 50-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 50-foot stations as required. 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. 11 , Floodwall — Offset stakes to construction control line and retaining wall every 50-feet with cut and fill to top of concrete cap beam or top of wall point. 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. Briscoe-Desimone Reach 4/Casteel 1 - 12 July S, 2015 Project Number: 09-3010 1-05.5(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. 1-05.8 City's Right to Correct Defective and Unauthorized Work 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 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 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. Briscoe-0esimone Reach 4/Casteel 1 - 13 July 8, 2015 Project Number: 09-3010 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 DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11 (1) Substantial Completion Date 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: 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 Briscoe-Desimone Reach 4/Casteel 1 - 14 July 8, 2015 Project Number: 09-3010 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 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 Briscoe-Desimone Reach 4/Casteel 1 - 15 July 8, 2015 Project Number: 09-3010 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. SECTION 1-05.13 IS REVISED 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 Briscoe-Desi mone Reach 4/Casteel 1 - 16 July 8, 2015 Project Number: 09-3010 attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. I Details of known projects are as follows. N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW j 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. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED /N 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. Briscoe-Desimone Reach 4/Casteel 1 - 17 July B, 2015 Project Number: 09-3010 '. 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 reasonably foreseeable delay. 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 assembly or 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. Briscoe-0esimone Reach 4/Casteel 1 - 18 July 8, 2015 Project Number: 09-3010 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. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. 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 required items not shown in the partial submission. No resubmission is required. 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. Briscoe-Desimone Reach 4/Casteel 1 - 19 July 8, 2015 Project Number: 09-3010 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. SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 1-07.2(1) General 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 Briscoe-Desi mone Reach 4/Casteel 1 - 20 July 8, 2015 Project Number, 09-3010 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 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. 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). SECT/ON 1-07.6 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: • SEPA Determination of Non Significance • Hydraulic Project Approval • Shoreline Conditional Use Permit and Substantial Development Permit • Biological Assessment Briscoe-Desimone Reach 4/Casteel 1 - 21 July 8, 2015 Project Number: 09-3010 9 NPDES Construction Stormwater General Permit 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 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 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. Briscoe-Desi mone Reach 4/Casteel 1 - 22 July B, 2015 Project Number: 09-3010 SECTION 1-07.17 IS 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 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- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 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 Victor Novelo Jerry Steele (253) 372-5363 (253) 288-7532 (206) 380-1007 (cell) (206) 391-1763 (cell) Briscoe-Des imone Reach 4/Casteel 1 - 23 July 8, 2015 Project Number: 09-3010 Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (253) 381-6714 (cell) (425) 766-1740 (cell) SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic The proximity of this project to the Green River, which is a treaty protected fishery resource, requires that access to the river be available 24 hours a day, seven days a week. This unrestricted access will be required of the Contractor while under contract with the City for this project. Tribal members fish in this section of the Green River at or near the site, so trail and parking access shall also remain unencumbered during the life of the project so that setting and retrieving nets and hauling fish is not affected. The Green River Trail will also be closed to pedestrians and bicyclists and redirected around the construction zone as noted on the traffic control plans. SECTION 1-07.23 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-07.23(3) Flood Contingency Operation Plan At least 14 days prior to mobilizing to the site, submit a Flood Contingency Response Plan. The plan shall include a schedule with clearly defined interim construction stages and completion dates and a flood emergency contingency plan to be implemented by the Contractor if a flood or high water event occurs prior to completion of construction of the setback levee wall. Specific items that will be identified shall include but not be limited to the following: a. Schedule for (1) construction activities that will occur in the floodplain and (2) construction activities that will result in the temporary reduction of the flood protection afforded by the existing levee, such as the temporary lowering of the levee crest. b. A list of equipment and materials that will be stored within the floodplain. C. A description of how precipitation and river level forecasts and actual levels will be monitored at the site. Include the name of the Briscoe-Desimone Reach 4/Casteel 1 - 24 July 8, 2015 Project Number: 09-3010 person responsible for monitoring the river levels and forecasts and how they will communicate with staff. d. The measures to be undertaken before, during and after a significant rainfall or flood event. Include information on how equipment or stockpiles within the flood plain will be removed or secured if their removal is impractical. e. Identify contingency actions, procedures and specific time factors for: i. Flood warning protocols and procedures ii. Communication channels and command structure for flood preparation and fighting activities iii. Flood fighting courses of action, including but not limited to restoring the levee to the line and grade needed to contain the forecast flood with a freeboard of three feet or greater. iv. Securing the site during floods. 1-07.23(4) High Water Events 1 . The Contractor shall monitor actual and forecasted water levels in the Green River daily. River levels can be monitored through the National Weather Service's web site: http://water.weather.gov/ahps2/hydrograph.phl2?wfo=sew&gage=au bwl 2. When the water levels are predicted to reach the work areas, stockpile or staging areas, the Contractor must remove their personnel, materials, equipment, and temporary facilities from within the floodway within 24 hours. The ordinary high water mark on this project was determined to be 2,500 cfs. 3. In the event large storms are forecasted, restore the levee line and grade to provide a minimum of three feet of freeboard above the maximum forecast river stage, and otherwise take precautions to secure and protect the Work and the site against damage during passage of the flood. 4. Damage to portable equipment and materials shall be the sole responsibility of Contractor. 5. In the event of a flood emergency requiring action by the jurisdictional flood control agencies prior to completion of the work, the Engineer shall have the right to suspend the work'until the emergency is resolved. Such suspension includes the right of the Owner to take over the project to conduct flood protection activities. 6. Also see Section 1-08.6 of the Kent Special Provisions regarding high flows. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction Briscoe-Desi mone Reach 4/Casteel 1 - 25 July 8, 2015 Project Number: og-3o1 o activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION, 1-07.26 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. 1-08 PROSECUTION AND PROGRESS SECTION 9-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five 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 conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. Briscoe-Desimone Reach 4/Casteel 1 - 26 July 8, 2015 Project Number: 09-3010 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. 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 Briscoe-Desimone Reach 4/Casteel 1 - 27 July 8, 2015 '.. Project Number: 09-3010 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. 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 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(B) 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 Briscoe-Desimone Reach 4/Casteel 1 - 28 July 8, 2015 Project Number: 09-3010 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. 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 BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 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. SECTION 9-08.6 IS REVISED BY 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 Briscoe-Desimone Reach 4/Casteel 1 - 29 July 8, 2015 Project Number: 09-3010 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. Work may be suspended as directed by the Engineer, whenever the Green River flow exceeds 8,000 cfs and is rising. Water levels in the Green River will be determined based on the USGS Gauge Station 12113344 GREEN RIVER at S. 200`h Street Bridge Kent, WA. Water level information can be accessed at the following link: http://watei-data.uscis.gov/usa/nwis/uv?site no=12113344 The Briscoe-Des imone Levee is part of a flood control facility that protects businesses and residences in the Green River valley. Work on the riverward side of the existing paved trail or tap of river bank will not be allowed prior to May 1 , 2015 or after October 15, 2015 unless approved by the Engineer. Work prior to or after this period shall be limited to tasks that will not affect the integrity of the levee as a flood control facility. Additional restrictions are included in the Hydraulic Project Approval in Appendix 4. 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. Briscoe-Desimone Reach 4/Casteel 1 - 30 July 8, 2015 Project Number: 09-3010 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(9) 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 recorded on the ticket. 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. Briscoe-Desimone Reach 4/Casteel 1 - 31 July 8, 2015 Project Number: 09-3010 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: 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. 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 BYADDING THE FOLLOWING: 1-10.1 General Briscoe-Desimono Reach 4/Casteel 1 - 32 July 8, 2015 Project Number: 09-3010 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 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 construction 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 BYADDING 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: Briscoe-0esimone Reach 4/Casteel 1 - 33 July 8, 2015 Project Number: 09-3010 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: 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 1-10.2(1)B, and 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 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" shall be full pay for providing the work described in Section 1 -10.3(3)1- 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 Sign (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." Briscoe-Desimone Reach 4/Casteel 1 - 34 July 8, 2015 Project Number: 09-3010 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. When traffic control bid items are included in the bid proposal, payment 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. 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 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. Briscoe-Desimone Reach 4/Casteel 1 - 35 July 8, 2015 Project Number: 09-3010 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 Description The Contractor shall clear, grub, and clean up all material within the construction and easement limits as shown on the plans. Only remove trees and other vegetation identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. Trees will be removed as required to construct the setback floodwall, including the removal of all major root systems. If existing trees will survive levee construction they may be left in place at the discretion of the Engineer. Grubbing shall consist of the removal and satisfactory disposal of stumps, roots, and matted roots from the designated grubbing areas. Grubbing shall be accomplished to a depth of at least 3 feet below the existing ground surface and shall include removal of roots greater than 1-1/2 inches in diameter unless roots extend into or beneath the levee embankment. If roots extend into or beneath the embankment, all roots shall be removed. Stump and root removal shall be immediately followed by filling of all holes and depressions which result from the removal of stumps, roots, and matted roots below the depth where stripping is required. Contractor shall fill all holes caused by grubbing operations with levee embankment fill placed in thin lifts and compacted as specified in paragraph 2.03.3(14)B, Earth Embankment Construction. SECTION 2-01.3(2) ITEM 2. e. IS DELETED AND REPLACED WITH THE FOLLOWING: 2-01.3(2) 2. e. Upon which embankments will be placed. All stumps shall be removed and grubbed as specified above. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. Briscoe-Desimone Reach 4/Casteel 2 - 1 July 8, 2015 Project Number: 09-3010 SECTION 2-02,3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements 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 4 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. This material must meet specifications called out for in the embankment material. However, such material may not be incorporated in levee embankment fill. 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. 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 2-02,5 1S SUPPLEMENTED BY ADDING 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: Briscoe-Desimone Reach 4/Casteel 2 - 2 July 8, 2015 '.. Project Number: 09-3010 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: (Encountered thickness — 6 inches) x unit bid price _additional 6inches 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: (8 — 6) x $26 0 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. 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 _ additional 6inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/LF then its additional compensation for the extra thickness would be: (8 — 6) x $26 0= $0.67/LF 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 costs of other types of pavement cutting, such as "wheel cutting", shall Briscoe-Desimone Reach a/Casteel 2 - 3 July 8, 2015 Project Number: 09-3010 be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per each for "Remove Existing Bollard" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove the existing bollard where shown on the plans or determined by the Engineer. The unit contract price per lineal foot for "Remove Existing 8 Inch Storm Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm 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 with gravel borrow, and compaction. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION2-03.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-03.1 Description Excavation required to complete the project shall be in accordance with Section 2-03 of the WSDOT Standard Specifications for roadway excavation including haul. SECTION 2-03.3(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(14)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)B Earth Embankment Construction Prior to placement of fill, the subgrade shall be stripped of asphalt, topsoil and vegetation, aerated or watered and proof-compacted with a self-propelled compactor with lug attachments of a sheep-foot roller. Stripping shall include the removal of rodent holes by excavating to the maximum depth of penetration. Where excavation for rodent hole removal is made, it shall be measured under the item "Unsuitable Foundation Excavation Including Haul". Briscoe-Desi mone Reach 4/Casteel 2 - 4 July B, 2015 Project Number: 09-3010 Following proof-compaction of the subgrade, the fill shall be placed directly onto the irregular ground surface created by the lug wheel. No surface grading shall be performed before or between placing lifts of fill as continuous smooth surfaces could create seepage channels for water. Any smooth areas should be scarified 1 to 2 inches deep prior to placing the next lift. Fill placed immediately against the flood wall shall be uniformly spread in approximately horizontal lifts parallel to the levee. The material shall be placed and spread such that the gradation and distribution of materials throughout the embankment will be free from lenses, pockets, streaks, and layers of material differing substantially in texture or gradation from surrounding material. If lenses, pockets, or layers of materials differing substantially in texture or gradation from surrounding material occur in the spread material, each lens, pocket or layer shall be mixed by harrowing or other approved method to blend the materials. Maximum lift thickness shall be 8 inches. The embankment material shall be moisture conditioned and compacted to 95 percent of the maximum dry density as determined by ASTM D-1557 test procedures. Moisture content of the material during compaction shall be between minus 1 percent and plus 3 percent of the laboratory optimum moisture content determined by ASTM D-1557 test procedures. Contractor shall take care when placing and compacting fill against the concrete wall to minimize loading and damaging the wall. The size of compaction equipment shall be limited within 3 feet of the wall. Compaction equipment within 3 feet of the wall shall be limited in size to approved walk-behind rollers, plate compactors, or 'jumping jack" compactors, as appropriate. Once the embankment has reached maximum height as shown on the plans, the Contractor shall grade the surface to the final subgrade before applying top soil or gravel. SECTION 2-03.3(14)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. Briscoe-Desi mone Reach 4/Casteel 2 - 5 July B, 2015 Project Number, 09-3010 2-06 SUBGRADE PREPARATION SECTION 2-06.8(7) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(9) 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 B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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 undamaged. 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 Briscoe-Desimone Reach 4/Casteel 2 - 6 July 8, 2015 Project Number: 09-3010 be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-09 STRUCTURE EXCAVATION SECTION 2-09.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-09.1 Description This Work also includes all excavation and shoring or extra excavation necessary between station 9+00 and 12+00, including but not limited to buried erosion protection, walls, Access Road, trail, buttress, swales, yard drains, and pipes. Approximate limits of structure excavation in this area are shown in the Plans. SECTION 2-09.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-09.4 Measurement There will be no separate measurement for structure excavation or shoring or extra excavation between station 9+00 and 12+00. SECTION 2-09.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-09.5 Payment Payment for structure excavation and shoring or extra excavation between station 9+00 and 12+00 will be included in the lump sum payment for "Concrete Wall". 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BYADDING 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. Briscoe-Desimo ne Reach 4/Casteel 2 - 7 July 8, 2015 Project Number: 09-3010 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 BY ADDING 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 "Geotextile Fabric. Non-Woven for Erosion and Scour Protection" "Geotextile Fabric. Non-Woven for Buttress Wall" The unit contract price per square yard for the above items 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. Briscoe-Desi mone Reach 4/Casteel 2 - 8 July 8, 2015 Project Number: 09-3010 DIVISION 4 -BASES 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) 1S 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 BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Surfacing Top Course, 5/8 Inch Minus" 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. Briscoe-Desimone Reach 4/Casteel 4 - 1 July S, 2015 Project Number: 09-3010 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 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. 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, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material Briscoe-Desi mone Reach 4/Casteel 5 - 1 July 8, 2015 '.. Project Number: 09-3010 that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 1/2", PG 64-22 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 HMA Class 1/2", PG 64-22 asphalt concrete shall be 1 -112 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(90)B IS DELETED AND REPLACED WITH THE FOLLOWING- S-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 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 percent of the maximum density determined by WSDOT Test Method 705). Briscoe-Desimone Reach 4/Casteel 5 - 2 July B, 2015 Project Number: 09-3010 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 BY ADDING 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 thejoint 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 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement Fabric reinforcement and fabric crack stabilizer will be measured by the square yard for the surface area, which is satisfactorily covered, sealed and accepted. 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 Briscoe-Desimone Reach 4/Casteel 5 - 3 July 8, 2015 Project Number: 09-3010 locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(9)B ARE DELETED IN T14EIR 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 Briscoe-Desimone Reach 4/Casteel 5 - 4 July 8, 2015 Project Number; 09-3010 NISI ® STRUCTURES 6-02 CONCRETE STRUCTURES SECTION 6-02. 1 IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.1 Description Submittal of Manufacturer's Data Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, concrete sealer/anti-graffiti treatment, patching mortar, and curing materials for Owner approval prior to use or construction of product. Quality Assurance Concrete Installer Qualifications: Concrete installer shall be experienced and regularly engaged in producing vertically formed architectural concrete of the type specified; must employ only skilled personnel using proper equipment to produce work. Concrete installer shall provide a list of five or more projects where the same type of architectural concrete work was performed. Concrete Work: Concrete work where indicated to be exposed is architecturally finished concrete; special care must be taken to provide specified, finished surfaces without gravel pockets, and other defacements. Voids and pitting shall not typically exceed 1/16" and may not in any instances exceed 1/8" in any dimension. Perform work of this section in accordance with AC 301, AC 318 and ACI 347. SECTION 6-02.2 IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.2 Materials Resin Bonded Anchors The resin bonded anchor system shall include the nut, washer, and threaded anchor rod which is installed into hardened concrete with a resin bonding material. Resin bonding material used in overhead and horizontal application shall be specifically recommended by the resin manufacturer for those applications. Resin bonding material used in submerged liquid environment shall be specifically recommended by the resin manufacturer for this application. The resin bonded anchor system shall conform to the following requirements: Briscoe-Desimone Reach 4/Casteel 6 - 1 July 8, 2015 Project Number: 09-3010 1 . Threaded Anchor Rod and Nuts Threaded anchor rods shall conform to ASTM A 193 Grade B7 or ASTM A 449, except as otherwise noted, and be fully threaded. Threaded anchor rods for stainless steel resin bonded anchor systems shall conform to ASTM F 593 and shall be Type 304 unless otherwise specified. Nuts shall conform to ASTM A 563, Grade DH, except as otherwise noted. Nuts for stainless steel resin bonded anchor systems shall conform to ASTM F 594 and shall be Type 304 unless otherwise specified. Washers shall conform to ASTM F 436, and shall meet the same requirements as the supplied anchor rod, except as otherwise noted. Washers for stainless steel resin bonded anchor systems shall conform to ASTM A 240 and the geometric requirements of ASME 1318.21 .1 and shall be Type 304 Stainless Steel unless otherwise specified. Nuts and threaded anchor rods, except those manufactured of stainless steel, shall be galvanized in accordance with AASHTO M 232. Galvanized threaded anchor rods shall be tested for embrittlement after galvanizing, in accordance with Section 9- 29.6(5). Threaded anchor rods used with resin capsules shall have the tip of the rod chiseled in accordance with the resin capsule manufacturer's recommendations. Galvanized threaded rods shall have the tip chiseled prior to galvanizing. 2. Resin Bonding Material Resin bonding material shall be a two component epoxy resin conforming to Type IV ASTM C 881 or be one of the following: a. Vinyl ester resin. b. Polyester resin. C. Methacrylate resin. 3. Ultimate Anchor Tensile Capacity Resin bonded anchors shall be tested in accordance with ASTM E 488 to have the following minimum ultimate tensile load capacity when installed in concrete having a maximum compressive strength of 6000 pounds per square inch (psi) at the embedment specified below: Briscoe-Des imono Reach 4/Casteel 6 - 2 July 8, 2015 Project Number: 09-3010 Anchor Tensile Embedment Diameter Capacity (inch) inch lbs. 3/8 7,800 3-3/8 /2 12,400 4-1/2 5/8 19,000 5-5/8 3/4 27,200 6-3/4 7/8 32,000 7-7/8 1 41 ,000 9 1-1/4 70,000 11 -1/4 The Contractor shall submit items 1 and 2 below to the Engineer for all resin bonded anchor systems. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. For resin bonded anchor systems that are installed in a submerged liquid environment the Contractor shall submit items 1 , 2, and 4 below. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. 1 The resin manufacturer's written installation procedure for the anchors. 2. The manufacturer's certificate of compliance for the threaded anchor rod certifying that the anchor rod meets these requirements. 3. Test results by an independent laboratory certifying that the threaded anchor rod system meets the ultimate anchor tensile load capacity specified in the above table. The tests shall be performed in accordance with ASTM E 488. 4. For threaded anchors intended to be installed in submerged liquid environments the Contractor shall submit tests performed by an independent laboratory within the past 24 months which certifies that anchors installed in a submerged environment meet the strength requirements specified in the above table. Patching Mortar Patching mortar, if used, shall be of the same color as the surrounding concrete and shall be CHROMIX Conpatch as manufactured by L.M. Scofield Co., or approved equal. Briscoe-Desi mone Reach 4/Casteel 6 - 3 July 8, 2015 Project Number: 09-3010 Joint and Crack Sealing Materials Section 9-04 is supplemented with the following: Constructionjoints shall be caulked and sealed with LITHOSEAL Buildingcalk-3G, color shall match Owner-selected Chromix integral color as manufactured by L. M. Scofield Company, 6533 Bandini Boulevard, (213) 720-3030, Los Angeles, California 90040, or Owner approved equal. 6-02.3 Construction Requirements SECTION 6-02.3(94)C IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.3(14)C Pigmented Sealer for Concrete Surfaces The pigmented sealer shall be selected form the approved products listed in the WSDOT Qualified Products List latest edition. The color of the pigmented sealer shall be Creamy Mushroom. SECTION 6-06 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-06 PEDESTRIAN HANDRAIL 6-06.1 Description The work covered by this section includes furnishing all materials labor and equipment to install new metal handrail on top of the new concrete barrier and retaining wall. 6-06.2 Materials Galvanized steel handrail ASTM A53/A53M Grade B. Miscellaneous Metal ASTM A36 Non Shrink Grout Section 9-20.3(2) ASTM C1107 Galvanizing ASTM A123 A153 and A525. Powder-coating shall be black semi-gloss as approved by the Engineer. Fasteners Section 6-02.2 Resin bonded Anchors 6-06.2(1) Submittals Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, performance calculations, and physical characteristics. Briscoe-Desimono Reach 4/Casteel 6 - 4 July 8, 2015 Project Number, 09-3010 Shop Drawings: Submit for approval shop drawings, details of fabrication with all dimensions including bends and radii, brackets, connections and installation details. Material Certificates: Submit for approval material certificates for the steel pipe listing the heat & lot number and corresponding chemical composition and mechanical properties. Powder Coating: Submit for approval powder coat color sample and product information. Hand rail shall be fabricated from galvanized steel tubing A53/A53M Grade B. as per the drawings. Rail post, and pickets shall be machine cut to provide uniform length prior to assembly. Fabricate hand rail to the dimensions shown with smooth bends and welded joints ground smooth and flush. Hand rail shall arc parallel with the top of cap beam, except at 6' transitions where hand rail arcs from 12" height to 1'-8" height, as shown in the drawings. Maximum post spacing shall be 6 feet. Items that must be drilled or cut in the field as approved by the Engineer shall be coated with galvanizing repair paint, primer and black paint to match before installation. Hot-dipped galvanized steel hand rail shall not be water or chromate quenched. Powder coating application shall be within 12 hours of galvanizing. Remove all drainage spikes and surface defects by acid etching or as required. Use zinc phosphate pretreatment and surface must be perfectly clean. Pre-heat the work prior to power application. Use "degassing" grade polyester power only. Adjust pre-heat and line speed to ensure full cure. Powder Coating Contractor shall submit a black color sample with the railing shop drawings for the engineer's approval prior to fabrication. Acid etch galvanized steel prior to powder-coating. Handrail shall be erected and adjusted, if necessary to assure a continuous line and grade. Finished height shall be 54 inches above pedestrian surface, unless noted otherwise. Expansion joints shall be provided at intervals shown on the plans. Adjust railing prior to anchoring to ensure matching alignment at butting joints. Hand rail shall be set straight true and plumb without curves and bends and parallel to the face of the cap beam. After setting the railing, the Contractor shall readjust all parts of it if necessary to create an overall line and grade pleasing to the eye. Prime and paint all fasteners per the Standard Specifications 6-07 to match handrail powder coat color. Briscoe-Desimone Reach 4/Casteel 6 - 5 July 8, 2015 Project Number, 09-3010 6-06.5 Payment The unit contract price per lineal foot for "Handrail" constitutes complete compensation for all labor and materials, for furnishing, fabrication, and installation. Included shall be all finishes, resin bonded anchor bolts, concrete drilling, powder coating and alignment adjustment for a complete system as shown on the plans. DIVISION 6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 6-20 SHEET PILING 6-20.1 Description The work covered by this section consists of furnishing equipment, labor, and materials; providing shop drawings, and performing all operations in connection with the installation of the steel sheet piling in accordance with these specifications and the applicable drawings. References The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM A 572 (2007) Standard Specification for High-Strength Low- Alloy Columbium-Vanadium Structural Steel ASTM A 6 (2012) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling ASTM A 36 (2005) Standard Specification for Carbon Structural SteeIASTM A 325 (2007) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength ASTM A 449 (2007a) Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use ASTM F 436 (2007) Hardened Steel Washers ASTM A 123 (2002) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A722 (2012) Standard Specification for Uncoated High- Strength Steel Bars for Prestressing Concrete A775 (2007) Standard Specification for Epoxy-Coated Steel Reinforcing Bars American Institute Of Steel Construction (AISC) AISC 348 (2000) Structural Joints Using ASTM A325 or A490 Bolts Briscoe-Desimone Reach 4/Casteel 6 - 6 July 8, 2015 Project Number: 09-3010 American Welding Society (AWS) AWS D1 .1 (2012) Structural welding Code - Steel Submittals The following shall be submitted to the City for approval: Steel Sheet Piling Shop Drawings: Shop drawings for steel sheet piling, including fabricated sections, and miscellaneous steel, shall show complete piling dimensions and details, driving sequence and location of installed piling. Shop drawings shall include details of the method for handling piling to prevent permanent deflection, distortion or damage to piling interlocks. Shop drawings shall also show complete details for the fabrication, erection, and installation of all miscellaneous steel including special fabricated piles and connections. Driving Equipment: Complete descriptions of driving equipment, including qualifications of equipment operators, shall be submitted prior to commencement of work. Product Data: Manufacturer's literature available from suppliers that demonstrates compliance with applicable specifications. Materials Test Certificates and Test Reports: Test reports and certificates of compliance that show that the materials to be provided are in compliance with the applicable specifications. Materials test certificates and test reports shall be submitted for each shipment of steel sheet piling and identified with specific lots prior to installing piling. Identification data shall include piling type, heat analysis number, chemical composition, mechanical properties, section properties, heat number, and the steel manufacturer's name and mill identification mark, Testing of sheet piling for mechanical properties shall be performed after the completion of all rolling and forming operations. Material test reports shall meet the requirements of ASTM A6. Installation Records: A complete and accurate record of each sheet pile driven shall be submitted within 3 days of completion of pile driving operations. The record shall indicate the pile location (as driven), date driven, size, driven length, embedded length, final elevations of tip and top, pile weight, pile penetration rate data in feet of installation per minute throughout the entire length of the pile and for the final 6 inches of penetration, and the total driving time. The record shall also include the type and size of equipment used and the rate of operation. 6-20.2 Materials Owner Furnished Steel Sheet Piling The Owner will provide a limited amount of AZ 26-700 steel sheet Piling procured from Skyline Steel. The sheets are located at 12525 SE 248th St. The Contractor will be responsible to load, transport and unload the sheets to transfer them to the work area. Briscoe-Desi mone Reach 4/Casteel 6 - 7 July S, 2015 Project Number: 09-3010 Sheet piling material will be provided by the Owner in the following quantity: Ten (10) pair of 30-foot long sheets One (1) pair of 20-foot long sheets Three (3) pair of 10-foot long sheets The contractor shall cut the provided sheet pile lengths appropriate for this project. Contractor Furnished Steel Sheet Piling The Contractor will be required to furnish the remaining steel sheet piles and transition pieces. Steel sheet piling shall be new hot- rolled sections of the type shown or alternative steel sheet piling sections as described in these specifications, conforming to the requirements of ASTM A 572 Grade 50. The interlocks of the sheet piling shall be free-sliding, provide a swing angle suitable for the intended installation, but not less than 5 degrees when interlocked, and maintain continuous interlocking when installed throughout their entire length. The sheet piling shall be homogeneous for the full thickness of the section and shall be capable of developing the structural capacity using the full section modulus. Any sheets determined to be defective shall be rejected and replaced as directed by the Engineer and at no cost to the City. Holes are not allowed in the flanges of the sheet pile sections unless indicated on the Contract Plans. Alternative Steel Sheet Piling Sections Steel sheet pile sections shown on the Contract Plans may be substituted by alternative sheet pile sections meeting or exceeding all the minimum properties shown in the following table: Minimum Pro erties Section shown Elastic Section Moment of Flange and Web on Contract Modulus inertia Thickness Plans [in3/ft of wall] in4/ft of wall] [in] AZ 26-700 34.8 288.4 0.375 Alternative sheet pile sections will be subject to written approval by the Engineer. Alternative steel sheet piling sections shall have a Z profile, be compatible to interlock with the Owner furnished sheet piles, and conform to all other requirements of this specification in addition to the requirements of this paragraph. The Contractor is responsible for detailing all revisions to the Contract Plans affected by the selected alternative sheet piling sections. Any revisions shall be submitted as shop drawings for approval. If directed by the Engineer, the Contractor shall submit calculations sealed by a licensed structural engineer in the State of Washington to demonstrate equivalency for any alternative steel sheet piling sections and associated revisions. Briscoe-Desimone Reach 4/Casteel 6 - 8 July 8, 2015 Project Number: 09-3010 Cold Formed Sheet Pile Cold Formed Sheet Pile sections will not be considered for this project. Appurtenant Metal Materials Bolts Unless otherwise shown on the Contract Plans bolts shall conform to ASTM A 325 or ASTM A 449 as indicated on the Contract Plans with threads excluded from the shear plane. All bolts shall be installed at the proper location and set straight and square with connecting members. Hardened washers conforming to ASTM F 436, shall be provided under nuts and bolt heads. Until final acceptance of the completed work, the Contractor shall be required to check, straighten and tighten bolts in any part of the structure. Installation shall conform to the requirements of AISC 348 as applicable. Headed Stud Anchors Studs shall conform to ASTM A 108 and shall be welded and tested in accordance with AWS D1 .1 Section 7. The steel stud material shall have the following minimum properties; Fy= 51,000 psi Fu= 65,000 psi Bolt Holes All holes for bolts shall be provided where required or specified and at the proper location or position. Holes in metal members shall be shop punched or drilled. Field cutting or drilling of holes will be allowed where field variations of bolt location may be expected. Field cut bolt holes shall be drilled or torched undersized and shall be reamed to the proper size. Burrs and ridges around the holes shall be removed flush to the surface. Unless otherwise indicated or specified all holes for items that are to be inserted through metal members shall be standard size and not more than 1/16 inch larger than the diameter of the item being installed. Transition Sheet Pile Sections The Contractor shall design and provide transition sheet pile sections as necessary to accommodate alignment changes. Transition sheet pile sections shall be fabricated from plates, angles, and standard pile sections cut or bent as necessary. Miscellaneous Plates and Shapes Miscellaneous plates and shapes, as shown on the Contract Plans, shall conform to ASTM A 36/A 36M. Galvanizing shall conform to ASTM A 123/A 123M. Briscoe-Desi mone Reach 4/Casteel 6 - 9 July 8. 2015 Project Number: 09-3010 Piling Driving Equipment Pile driving equipment shall be either variable moment vibratory hammer or hydraulic press type. Crane mounted impact hammers will not be allowed. 6-20.3 Construction Requirements General Delivery and Storage Materials delivered to the site shall be new and undamaged and shall be accompanied by certified test reports. The manufacturer's logo and mill identification mark shall be provided on the sheet piling as required by the referenced specifications. Sheet piling shall be stored and handled in the manner recommended by the manufacturer to prevent permanent deflection, distortion or damage. As a minimum support on level blocks or racks spaced not more than 10 feet apart and not more than 2 feet from the ends. Storage of piling should also facilitate required inspection activities. Field Measurements The Contractor shall obtain all field measurements required for proper and adequate fabrication and installation of the work. Exact measurements are the Contractor's responsibility. Preparation The Contractor shall plan and construct a temporary working platform as required for access of the Contractor's proposed construction equipment and the Contractor's proposed sequence of work. The flood protection afforded by the existing levee may not be diminished between October 1 and April 15. Any modifications to the existing levee require the prior written approval of the Engineer. The Contractor shall relocate/remove all stone, concrete, roots, buried logs, submerged timbers, and other materials interfering with the proper alignment and performance of the work. Placing and Driving Placing Any excavation required within the area where sheet pilings are to be installed shall be completed prior to placing sheet pilings. Any excavation on the landside of the wall shall be backfilled to the pre-existing grade unless otherwise shown on the Contract Plans. Pilings shall be placed plumb with out-of-plumbness not exceeding 1/8 inch per foot of length and true to line. Temporary wales, templates, or guide structures shall be provided to ensure that the pilings are placed and driven to the correct alignment. A system of structural framing sufficiently rigid to resist lateral and driving forces shall be used to adequately support the piles until design tip elevation is achieved. Pilings properly placed and driven shall be Briscoe-Desimone Reach 4/Casteel 6 - 10 July 8, 2015 Project Number, 09-3010 interlocked throughout their length with adjacent pilings to form a continuous diaphragm throughout the length or run of piling wall. Driving Pre-augering prior to driving piles will not be allowed. Pilings shall be driven with the proper equipment and by approved methods so as not to subject the pilings to damage and to ensure proper sheet pile interlocking throughout their lengths. Driving method shall not cause damage to the nearby structures. Each pile shall be driven until the required depth of penetration has been reached. If a pile fails to reach the tip elevation shown on the Contract Plans, the Contractor shall notify the Engineer and perform corrective measures as directed. Driving equipment shall be maintained in proper alignment during driving operations by use of fixed leads or guides. Pilings damaged during driving or driven out of interlock shall be removed and replaced at the Contractor's expense. Adequate precautions shall be taken to ensure that pilings are driven plumb within the maximum permissible taper. If at any time the forward or leading edge of the sheet piling wall is found to be out-of-plumb in the plane of the wall, the piling being driven shall be driven to the required depth and tapered pilings shall be provided and driven to interlock with the out-of-plumb leading edge or other approved corrective measures shall be taken to ensure the plumbness of succeeding pilings. The maximum permissible taper for any tapered piling shall be 1/8 inch per foot of length. The horizontal alignment of the steel sheet pile wall shall be within one (1) inch of the required location after completion of driving. Pilings in each run or continuous length of piling wall shall be driven alternately in increments to the required depth or elevation. No piling shall be driven to a lower elevation than those behind it in the same run except when the pilings behind it cannot be driven deeper. If the sheet piling next to the one being driven tends to follow below final elevation it may be pinned to the next adjacent piling. Pilings shall be driven to depths shown on the Contract Plans and shall extend up to the elevation shown on the Contract Plans for the top of pilings. A tolerance of one (1) inch above the required top elevations will be permitted providing the top of the piling is cut in a neat straight line. Pilings shall not be driven within 100 feet of concrete that is less than 7 days old. Where possible piles shall be driven with the ball end leading. If an open socket is leading, a bolt or similar object shall be placed in the bottom of the interlock to minimize packing material into it and ease driving for the next sheet. Obstructions An obstruction shall be defined as any object, such as but not limited to, boulders, logs, old foundations, etc., whose presence was not obvious or specifically noted on the Drawings and that cannot be driven through or around with normal driving procedures, but requires additional excavation or other procedures Briscoe-Des!mone Reach 4/Casteel 6 - 11 July 8, 2015 Project Number: 09-3010 to remove or miss the obstruction. When an obstruction is encountered, the Contractor shall notify the Engineer and upon concurrence of the Engineer, the Contractor shall begin working to break up, push aside, or remove the obstruction. The obstruction shall be removed, broken up, pushed aside, or penetrated with a chisel beam unless otherwise directed by the Engineer. If the Contractor demonstrates to the Engineer that removal of the obstruction is impractical, the Contractor shall make modifications to the sheet piling construction specified in the Contract Plans as directed by the Engineer. Modifications to the sheet piling construction include, but are not limited to changes to the wall alignment and sheet pile elevations. Contractor shall spend a minimum of one hour attempting to break up or remove the object before it will be considered an obstruction. Engineer shall be the sole judge of whether an obstruction has been encountered. Unexpected Existing Utilities The Contractor shall notify the Engineer immediately of any utility encountered during the placing and driving of the sheet piling. The Engineer will direct the Contractor to relocate the utility, abandon the utility, or penetrate the wall with the utility. Cutting Off and Splicing Pilings driven to refusal or to the point where additional penetration cannot be attained and are extending above the required top elevation shall be cut off to the required elevation, as directed by the Engineer. The tops of pilings excessively battered during driving shall be trimmed when directed at no cost to the City. Piling cutoffs shall become the property of the Contractor and shall be removed from the site. All cutting shall be done in a neat and workmanlike manner. A straight edge shall be used in cuts made by burning to avoid abrupt nicks. Pilings shall be continuous full length sections. Spliced piles will not be accepted. Holes in Sheet Piles The Contractor shall cut holes in pilings for bolts and reinforcement bars, as shown on the Contract Plans or as directed. Bolt holes in steel piling shall be drilled or may be burned and reamed by approved methods that will not damage the surrounding metal. Handling holes shall be plugged or cut off. The Contractor shall plug all exposed holes. Plugged holes must be watertight and not compromise the integrity of the sheet pile wall. Plugged holes will not be measured for payment. Briscoe-DesimoneReach 4/Casteel 6 - 12 July 8, 2015 Project Number: 09-3010 Inspection of Driven Piling The Contractor shall perform continuous inspection during pile driving for compliance with tolerance requirements. Contractor shall inspect the interlocked joints of driven sheet pilings extending above ground. Pilings found to be out of interlock shall be removed and replaced at the Contractor's expense. j Pulling and Redriving The Contractor shall pull selected pilings after driving to determine the condition of the underground portions of pilings when directed by the Engineer. The piling found to be damaged to the extent that its usefulness in the structure is impaired shall be removed and replaced at the Contractor's expense. Pilings pulled and found to be in satisfactory condition shall be redriven when directed by the Engineer. Temporary Construction The Contractor is responsible for temporary bracing and support of the structure during construction and shall protect all exposed partially complete work against damage. Any structural component damaged during construction shall be replaced by the Contractor at no cost to the City. The Contractor's means and methods of providing temporary protection shall be included in the work plan as approved by the Engineer. Quality Control The Contractor shall establish and maintain quality control for work under this section to assure compliance with contract requirements. Contractor shall inspect for imperfections in joint interlock capable of impeding installation and reject damaged sheet piling sections or repair them as required prior to installing. Contractor shall maintain and submit daily records of his quality control for all construction operations including, but not limited to, the following: Materials; Sheet piling driving operations, including type and rating of pile driving equipment; and Driving record for each sheetpile including the following: 1 . Pile reference number. 2. Type of pile. 3. Length of pile before driving. 4. Detailed driving record. 5. Length of pile cutoff. 6. Final tip and top elevations. 7. Deviations from design location and alignment. 8. Lateral deflection and other appropriate deflection measurements. 9. Records of occurrence of any gaps between sheet piles created during pile driving and measures to correct gaps. Briscoe-Des!mone Reach 4/Casteel 6 - 13 July S, 2015 Project Number: 09-3010 10. Other data pertaining to the pile installation and performance. A copy of the records of inspections, as well as the records of corrective actions taken, shall be furnished to the City as directed by the Engineer. Backffilling Voids Where voids adjacent to steel sheet piling are induced by pile driving operations, the Contractor shall pump out all seepage and rain water and backfill the void(s). Where voids are shallow (less than 4 feet deep), the voids shall be backfilled with material consistent with the adjacent soils. Voids greater than 4 feet deep shall be backfilled with a tremie-placed slurry. The slurry shall consist of sand pixed bentonite and enough water to produce a slurry sufficiently viscous to thoroughly fill the void(s). 6-20.4 Measurement Steel Sheet Pile shall be measured for payment by the area of 2- dimensional projected wall area for each size pile used. The projected wall area for the following cases shall be calculated as follows: 1 . Projected wall area shall be computed by multiplying the horizontal length of the wall measured along the centerline of the wall times the length of piles measured from the tip elevation to the cut-off elevation. The pay line for the bottom of the wall shall be the tip elevations shown on the Contract Plans or as directed by the Engineer. If piling is driven deeper than shown on the Contract Plans due to Contractor convenience, the portion of piling below the tip elevation shown on the Contract Plans shall not be measured for payment. 2. For installed pilings that are directed to be cut off before reaching the penetration depth shown on the Contract Plans, the portion cut off will be measured for payment as the difference between the total length of piling shown on the Contract Plans for that location and the length of piling installed below the point of cut-off. Pilings not driven to the penetration depths shown on the Contract Plans, which are directed by the Engineer to be cutoff, except for those cutoffs necessitated by excessive battering, will be paid by each square foot of sheet pile for the portion cut off. Measurement for payment will be as stipulated herein at the rate of 50 percent of the applicable unit price. 6-20.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: Briscoe-Des imone Reach 4/Casteel 6 - 14 July 8, 2015 Project Number: 09-3010 "Sheet Piling", per square foot Payment for steel sheet piling in place, of the size and type of sheet piling specified, shall be made at the unit price per square foot. Payment shall cover all costs of furnishing, handling, storing, and installing piling, including placing, driving, cutting piles to length, cutting holes, transition pieces, backfilling voids, shear studs, stiffener plates, isolation joint components and other materials and work incidental to construction of the sheet piling. This also includes loading, transporting and unloading the owner provided sheet piling. I j Briscoe-Desimone Reach 4/Casteel 6 - 15 July 8, 2015 Project Number: o9-3o10 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERSF SANITARY SEWERS, WATER MAINS AND CONDUITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric.................................................... 2-12.2 Gravel Backfill for Drains......................................... 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe.... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement The linear foot measurement will include the length of the cleanouts. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. Briscoe-Desimone Reach 4/Casteel 7 - 1 July 8, 2015 Project Number: 09-3010 SECTION 7-04.3(?) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "SDR 35 Storm Sewer 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, dewatering; backfill and compaction (when native material is to be used), surface restoration, 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(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. I SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per lump sum for "Manhole 60 In. diam. Type 2 with Sluice Gate, Complete" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new manhole to final finished grade as shown on the plans and described in the specification. The price shall include but not be limited to excavation, excavation support, protecting the adjacent Briscoe-Desi mane Reach 4/Casteel 7 - 2 July 8, 2015 Project Number: 09-3010 ',. roadway, sidewalk, guardrail and block wall, dewatering, installing the manhole, connecting to existing pipes, backfilling compacting and surface restoration. The unit price shall also include but not be limited to the installation of all brackets, bolts, shaft, pedestal support stem require to install the canal gate in full working order. For more information see the manufacturers's data sheets in Appendix 4. The unit contract price per each for "Remove and Relocate Existing Area Drain Type I I" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and relocate the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 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: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 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 Class I and 11 ...... 9-03.17 Briscoe-Desimone Reach 4/Casteel 7 - 3 July S, 2015 Project Number: 09-3010 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(9)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches 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. 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. Briscoe-Desimone Reach 4/Casteel 7 - 4 July 8, 2015 Project Number: 09-3010 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. 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 Class I or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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-1557. 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. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.3(2)B 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. 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. Briscoe-Desimone Reach 4/Casteel 7 - 5 July 8, 2015 Project Number: 09-3010 I 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 BY ADDING 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)H 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 BYADD/NG THE FOLLOWING NEW SECTION: 7-08.3(2)J 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. 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. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. Briscoe-Desimone Reach 4/Castcel 7 - 6 July 8, 2015 Project Number: 09-3010 SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in 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 tap 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 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 increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. 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 Briscoe-Desimcne Reach 4/Casteel 7 - 7 July 8, 2015. Project Number: 09-3010 i i 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 Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED 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, Class I and 11" 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. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel 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 bank run gravel 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. Briscoe-Desimone Reach 4/Casteel 7 - 8 July 8, 2015 Project Number: 09-3010 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING 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 Kent 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) Straw Mulch ..........................9-14.4(1) Clear Plastic Covering .............9-14.5(3) Straw Wattle .........................9-14.5(5) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING 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 approved measures, all fines, cost of cleanup, costs for delays and dawn 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. Briscoe-Desi mone Reach 4/Casteel 8 - 1 July 8, 2015 Project Number, 09-3010 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 the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. 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 BYADDING 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 173-201 A Water Quality Standards for Surface Waters of the State of Washington Briscoe-Desimone Reach 4/Casteel 8 - 2 July 8, 2015 Project Number: 09-3010 ',. 2. RCW 90.48.080 Discharge of pollutants prohibited 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. 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 B-01.3(2)B IS DELETED AND REPLACED 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. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Briscoe-Desimone Reach 4/Casteel 8 - 3 July 8, 2015 Project Number: 09-3010 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. 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. 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. Briscoe-Desimone Reach 4/Casteel 8 - 4 July 8, 2015 Project Number: 09-3010 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. 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. 5. 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 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/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 Briscoe-Desimone Reach 4/Casteel 8 - 5 July 8, 2015 Project Number: 09-3010 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be 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. 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 BYADDING 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 Briscoe-Destmone Reach 4/Casteel 8 - 6 July 8, 2015 Project Number: 09-3010 and area drains open and free flowing. Protect all seeding against 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. SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H Inspection 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 the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING 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 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.307) 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. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Briscoe-Desimone Reach 4/Casteel 8 - 7 July 8, 2015 Project Number: 09-3010 SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment 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: 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" 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 Coverino" (6 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 Specification and as directed by the Engineer. 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. Briscoe-Desimone Reach 4/Casteel 8 - 8 July 8, 2015 Project Number: 09-3010 8-02 ROADSIDE RESTORATION SECTION 8-02,1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: 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) Erosion Control Devices ............................. 9-14.5 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. Briscoe-Desi mone Reach 4/Casteel 8 - 9 July 8, 2015 Project Number: 09-3010 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Bark or Wood Chip Mulch" constitutes complete compensation for all labor, supplies, materials, tools and equipment necessary to supply and spread the mulch in the areas as directed by the Engineer. 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 limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.1 Description The work shall also consist of removal and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems may exist at various locations within the project area. The design and actual configuration of these systems is unknown. AS these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. Briscoe-Desimone Reach 4/Casteel 8 - 10 July 8, 2015 Project Number: 09-3010 SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8-03.3 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION B-03 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-03.3(15) Temporary Irrigation The Contractor shall provide supplemental water weekly for two years to all installed shrubs and trees whenever the preceding week's rainfall total does not exceed 1 " between June 1 and September 30, and at other times as climatic conditions require. Supplemental water shall be provided by means of a Contractor-provided, gravity-fed cistern and drip-irrigation system that can be refilled quickly to minimize impacts to trail users. Cistern size shall be optimized for the supply truck, secured to prevent movement by wind or vandals, and shall deliver a minimum of 1-gallon of water to each plant per filling. The cistern shall be filled as many times during each watering as necessary to provide all plants with sufficient water to maintain a healthy, vigorous condition. SECTION B-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation Systems Removal and Modifications" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials and equipment necessary to complete the work described above as approved by the City. This item also includes all costs to test the existing irrigation system to determine if the system is operational. If the Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractor's sole expense. This item also includes all costs to submit plans and obtain approval from the City for the work to be completed. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION B-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1- 05.5(6) of the Kent Special Provisions. Briscoe-Desi mone Reach 4/Casteel 8 - 11 July 8, 2015 Project Number; 09-3010 If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: The unit contract price per linear foot for "Cement Concrete Extruded Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73 and/or 6-74. SECTION 8-09.3(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. Briscoe-Desi mone Reach 4/Casteel 8 - 12 July 8, 2015 Project Number: 09-3010 SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions, 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 /S 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 Briscoe-Desi mone Reach 4/Casteel 8 - 13 July 8, 2015 Project Number, 09-3010 accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01 ; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium brush finish. SECTION 8-12,3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence 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 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 BYADDING THE FOLLOWING: 8-12.5 Payment "Temporary Security Fencing," per linear foot. Briscoe-Desimone Reach 4/Casteel 8 - 14 July B, 2015 Project Number: 09-3010 8-14 CEMENT CONCRETE SIDEWALK SECTION S-14 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.1 Description This work consists of cement concrete mow strip with medium broom finish of the kind and design specified, at the locations shown in the plans or where designated by the Engineer in accordance with these Specifications and in conformity to the lines and grades as staked. 8-14.4 Measurement Cement concrete mow strip will be measured by the linear foot of finished surface. 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: The unit bid per linear foot for "9 Inch Wide x 4 Inch Deep Cement Concrete Mow Strip with Medium Broom Finish" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete mow strip as shown on the drawings and in accordance with the Kent Special Provisions or as directed by the Engineer. 8-15 RIPRAP SECTION B-15.2 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-15.2 Materials Rock for Erosion and Scour Protection ....... 9-13.4 SECTION B-15.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-15.5 Payment The unit contract price per ton for "Rock for Erosion and Scour Protection, Class A" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to haul, place, finish grade, and compact the rock as shown on the plans and described in the specifications. Briscoe-Desi mone Reach 4/Casteel 8 - 15 July 8, 2015 Project Number: 09-3010 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAYLEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: i A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. 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 Solvent Based." Paint and sprayed material shall be applied with a top 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 shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8- 09.2. Briscoe-Desimone Reach 4/Casteel 8 - 16 July 8, 2015 '.. Project Number: 09-3010 '. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1), SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING 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. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section Briscoe-Desi mone Reach 4/Casteol 8 - 17 July 8, 2015 Project Number: 09-3010 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. 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. The measurement for all painted stripes will be based upon a marking 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. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. 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: "Plastic White Edge Line" per linear foot. "White Parking Stall Paint Stripe" per linear foot. "Plastic White Lane Line" per linear foot. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. Briscoe-Desi mone Reach 4/Casteel 8 - 18 July 8, 2015 Project Number: 09-3010 DIVISIONS IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: 8-26 BOLLARDS 8-26.1 Description This work shall consist of pick-up and transport of the City supplied. fixed or removable bollards from the City Parks Maintenance Office at 5821 South 240th Street (253) 856-5120, then installing them at the locations shown on the plans and described by the specifications and details. The Contractor shall notify and make arrangements for pickup with the Parks Department a minimum of 2 weeks prior to installing the bollards. 8-26.2 Materials Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. Bedding shall be 5/8 inch crushed gravel. If the Contractor damages the painted finish of the bollards, the Contractor shall retouch the bollards with a paint type specified by the design detail. 8-26.3 Construction Requirements The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced a minimum of 3 feet or a maximum of 5 feet apart. The foundation shall not be less than 12 inches in diameter and 24 inches deep. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. 8-26.4 Measurement Fixed or removable bollards shall be measured per each bollard furnished and installed. 8-26.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when they are included in the Proposal: The unit contract price per each for "Install City Supplied Removable Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the fixed or removable bollards as shown on the plans and described in the specifications and details. Briscoe-Desimone Reach 4/Casteel 8 - 19 July 8, 2015 Project Number: 09-3010 I DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-27 FLOODGATE 8-27.1 Description The work covered by this section consist of furnishing all materials, labor and equipment to install concrete bollard foundation, new steel floodgate bollards, timber flood gates, storage units to house timber stop logs at the location shown on the plans. Metal fabrication finishing and other items not specified in this section shall be installed and provided in accordance with the applicable sections of the WSDOT "Standard Specifications for Road, Bridge and Municipal Construction" 8-27.2(2) Materials Concrete Class 4000 Section 9-01 and 9-03 All concrete shall have a minimum of 4% air entrainment Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Steel plate & channels ASTM A36 Timber stop logs Douglas Fir No.2 Treated Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Metal Pipe ASTM A53 Grade B Hot Dip Galvanizing ASTM A123. 8-27.2(3) Submittals Submit detailed shop drawings of the steel reinforcement. Submit the proposed concrete mix design per Section 6-02.3(2)A of the Standard Specifications. Submit detailed shop drawings of the steel floogate bollards, casings and hinge assemblies showing sizes, details of fabrication and construction. Show all welds, plate thicknesses and finishes. 8-27.3 Construction Requirements The surface of the concrete bollard foundation shall receive a Class 2 finish in accordance with Section 6-02.3(14)B of the Standard Specifications. Steel floodgate bollards shall be fabricated by firms or shops experienced and skilled in the custom fabrications. Briscoe-Desimone Reach 4/Casteel 8 - 20 July 8, 2015 Project Number: 09-3010 All steel floodgate bollards shall be painted as shown on the plans. Hinges, casings shall be hot dip galvanized after fabrication. The steel floodgate bollards shall be installed plumb and spaced as shown in cast-in-place pre-fabricated casings. If the Contractor damages the steel floodgate bollards during pickup, transport, or installation, the Contractor shall repair or replace them to a condition satisfactory to the Engineer. 8-27.4 Measurement "Floodgate" will not be measured for payment. "Floodgate" contains the following approximate quantities of materials and Work: Concrete Pad 1 Each 5/8" Minus Crushed Surfacing Top Course 1 Ton Class 4000 concrete 5 C.Y. Steel Reinforcing Bar Grade 60 462 Lbs. Gravel Backfill for Foundation Class A 2 C.Y. Steel Bollards and Casings 3 Each Timber 0.23 MBM Knaack Storagemaster Chest — Model 90 1 Each The quantities are listed only for the convenience of the Contractor in determining the volume of Work involved and are not guaranteed to be accurate. The prospective Bidders shall verify these quantities before submitting a Bid. No adjustments other than for approved changes will be made in the lump sum Contract price for "Floodgate" even though the actual quantities required may deviate from those listed. 8-27.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when they are included in the Proposal: The lump sum bid price for "Floodgate" constitutes complete compensation for all materials, tools and equipment necessary to install the floodgate as shown on the drawings and in accordance with the Kent Special Provisions. The contract lump sum price shall include but not be limited to: reinforced concrete, steel floodgate bollards, bollard casings, hinge assemblies, channels, steel plates, studs, misc. metals; gravel, Douglas Fir stop logs, painting, storage structure for stop logs, concrete pad for stop logs and all other materials, labor, and the tools and equipment to fulfill the installation requirements or as directed by the Engineer. Briscoe-Desi mone Reach 4/Casteol 8 - 21 July 8, 2015 Project Number: 09-3010 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall 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. 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 (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. 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. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid item when they are included in the Proposal: Briscoe-Desi mone Reach 4/Casteel 8 - 22 July 8, 2015 Project Number: 09-3010 The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, 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 BYADDING THE FOLLOWING NEW SECTION: 8-32 CONCRETE WALL 8-32.1 Description The work covered by this section consists of furnishing all materials labor and equipment to install concrete wall as shown on the plans. Concrete placement, curing, finishing and other items not specified in this section shall be installed and provided in accordance with the applicable sections of 6-02 and 6-11of the WSDOT "Standard Specifications for Road, Bridge and Municipal Construction" 8-32.2(1) Materials Concrete Class 4000 Section 9-01 and 9-03 All concrete shall have a minimum of 4% air entrainment Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Steel plate & channels ASTM A36 Gravel Backfill for Foundation Class A Section 9-03.12(1) Pigmented Sealer Section 9-08.3 Washington Grey Waterstop Section 9.24 8-32.2(2) Submittals Submit detailed shop drawings of the steel reinforcement. Submit the proposed concrete mix design per Section 6-02.3(2)A of the Standard Specifications. Submit manufacturer's information for the proposed waterstop material and expansion joint material. Briscoe-Desimone Reach 4/Casteel 8 - 23 July 8, 2015 Project Number: 09-3010 Submit detailed shop drawings for stop log anchor slot to be embedded in walls. Show all welds, plate thicknesses and finishes. 8-32.3 Construction Requirements The surface of the concrete wall shall receive a Class 2 finish in accordance with Section 6-02.3(14)B of the Standard Specifications. The surface of the exposed area of the retaining wall shall receive a pigmented sealer in accordance with Section 6-O2.3(14)C of the Standard Specifications. 8-32.4 Measurement "Concrete Wall" will not be measured for payment. "Concrete Wall" contains the following approximate quantities of materials and Work: Class 4000 concrete 370 C.Y. Steel Reinforcing Bar Grade 60 61,100 Lbs. Gravel Backfill for Foundation Class A 210 C.Y. Structural Excavation Class A 1 ,550 C.Y. Floodgate Stop Log Anchor Slot Assembly 2 Each Waterstop 58 Ft. The quantities are listed only for the convenience of the Contractor in determining the volume of Work involved and are not guaranteed to be accurate. The prospective Bidders shall verify these quantities before submitting a Bid. No adjustments other than for approved changes will be made in the lump sum Contract price for "Concrete Wall" even though the actual quantities required may deviate from those listed. 8-32.5 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 lump sum bid price for "Concrete Wall" constitutes complete compensation for all materials, tools and equipment necessary to construct the cement concrete wall, as shown on the Plans and in accordance with the Kent Special Provisions. The lump sum price shall include but not be limited to: all excavation necessary between station 9+00 and 12+00 as described in section 2-09, restoration of areas adjacent to the wall disturbed due to construction activities, concrete, steel reinforcement, steel for floodgate sto log anchor slots,joint material, waterstops, surface treatment and pigmented sealer, waterproofing at MSE wall face and stockpile excavated native material to be reused as native backfill including plastic sheeting for covering of native material. Handrail will be paid for under the separate bid item "Handrail". Briscoe-Desimone Reach 4/Casteel 8 - 24 July 8, 2015 Project Number: 09-3010 '... Sheet pile will be paid for under the separate bid item "Steel Sheet Piling". Briscoe-Desi mone Reach 4/Casteel 8 - 25 July 8, 2015 Project Number: 09-3010 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.14 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTION. 9-03.14(5) Levee Embankment Fill Levee Embankment Fill (or Low Permeability Fill) shall be clay, silt or silty/clayey sand having a maximum particle size of 2 inch, at least 25 percent by weight passing the No. 200 sieve, a minimum plasticity index of 5, a maximum liquid limit of 40 and be free of organic and deleterious materials. Allowable Unified Soil Classification System (USCS) (ASTM D2487) classifications: CL, ML, SC and SM. Blend adequately during placement such that the compacted material forms a uniform, homogeneous, stiff, void free, and relatively impervious compacted fill. Sieve analysis (ASTM D422) and Atterberg limits (ASTM D4318) shall be used to verify that the above grain size and plasticity requirements are met. Recycled materials such as broken concrete or asphalt shall not be allowed. Excavated soils that meet this specification shall be used as Levee Embankment Fill unless deemed unacceptable by the Engineer. Contractor shall segregate and stockpile excavated soils to maximize their use as Levee Embankment Fill. SECTION 9-14 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 (1) Topsoil Type A The topsoil shall be imported and shall be friable surface soil from the A horizon as determined by the United States Agriculture Soil Conservation Service Soil Survey. Topsoil shall be free from: Materials toxic to plant growth; noxious weed seeds, rhizomes, roots; subsoil; stones and other debris. All topsoil shall pass through a 1 inch screen. Maximum electrical conductivity shall be 2.0 milliohms and the maximum exchangeable sodium percentage shall be 10 percent. Topsoil Type A shall consist of a sandy clay loam, sandy loam, loam, clay loam, silty clay loam, or silt loam soil. These soil textural classes shall be determined by the United States Department of Agriculture Classification System. These textural classes Briscoe-Desi mone Reach 4/Casteel 9 - 1 July 8, 2015 Project Number: 09-3010 shall be restricted by the following maximum percentage compositions based on the Material passing the Number 10 screen: Separates Maximum Percentage Allowable Sand 50% Clay 20% The maximum percentage retained on a 1/4 inch screen shall not exceed 20 percent by volume. Of the Material passing the 1/4 inch screen, the maximum allowable percentage of gravel retained on a Number 10 screen shall not exceed 10 percent by weight. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils", and TMECC 05.07A "Loss-On-Ignition Organic Matter Method". Topsoil Type A shall be amended with Compost if more organic content is needed to meet these organic matter requirements. In a blended topsoil, 5% organic matter is produced by blending 20-25% compost by volume into a mineral soil, and 10% organic matter is produce by blending 35-40% compost by volume into a mineral soil. Compost used shall meet the definition of Composted Material in Section 9-14.4(8). The pH shall be within the range 5.5 to 7.5. Topsoil Type A shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. Planting Soil and Turf Area Soil Planting Soil Description: Planting soil shall consist of 67% sandy loam and 33% composted organic material by volume. A. The soil shall meet the following requirements: 1 . Soil shall be sandy loam or loamy sand consisting largely of sand, but with enough silt and clay present to give it a small amount of stability. Individual sand grains can be seen and felt readily. On squeezing in the hand when dry, it shall fall apart when the pressure is released; on squeezing when moist, it shall form a cast that does not only hold its shape when the pressure is released, but shall withstand careful handling without breaking. The mixed soil shall meet the following gradation: Briscoe-Desimono Reach 4/Casteel 9 - 2 July 8, 2015 Project Number: 09-3010 Screen Size Percent Passing 1/2 inch 100 1/4 inch 95 — 100 #10 85 —95 #30 60 — 75 #60 50 — 60 #100 20 — 30 #200 5 — 15 B. Shall have a pH range of 5.5 - 7.5. Soils indicated having a pH below 5.5 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 7.5 shall be treated with sulfur as necessary to attain this pH range. The pH i shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content. In addition, the organic material shall have the following physical characteristics: 1 . Shall pass a standard cress test for seed germination (90% germination compared to standard). 2. Shall have a pH from 5.5 to 7.5. 3. Shall have a maximum electrical conductivity of 3.0 ohms/cm. 4. Shall have a maximum carbon to nitrogen ratio of 40: 1 . 5. Shall be certified by the "Process to Further Reduce Pathogens" (PFRP) guideline for hot composting as established by the United States Environmental Protection Agency. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil Specifications to the Engineer for approval before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for Projects requiring more than 50 cubic yards of planting soil. A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the Owner. The Contractor will be allowed 4 Working Days to complete the testing from the time of written notice given by the Engineer. Acceptable Sources can be found at the Clean Washington Center organization's web-site www.cwc.oro. Briscoe-Desimone Reach 4/Casteel 9 - 3 July 8, 2015 Project Number: 09-3010 Turf Area Soil Description: Turf Area Soil is for general-use and passive recreation lawn areas. Turf Area Soil shall consist of 75% sand or loamy sand and 25% Composted Organic Material by volume. A. Sand used shall meet the following: Screen Size Percent Passing 3/8 100 No. 20 77-100 No. 60 0-23 No. 200 1-10 B. Sand shall have pH range of 5.0 - 6.5. Soils indicated having a pH below 5.0 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 6.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of Fine Composted Material as described below. D. Turf Area Soil shall not contain any viable seeds or roots capable of sprouting of any State-listed noxious weed, or invasive root- propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. E. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all Specifications to the Engineer for approval prior to delivery to the Project Site. Sample size shall be a minimum of 2 pounds. SECTION 9-14.2 IS SUPPLEMENTED BYADD/NG 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: Briscoe-Desi mone Reach 4/Casteel 9 - 4 July 8, 2015 Project Number: 09-3010 i Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. Proportion Ingredient 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) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. i Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 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% 90% 0.5% 15% Annual R e rass 95% 90% 0,5% 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. 9-94.4(8) Composted Material Compost products shall be the result of the biological degradation and transformation of Type I or I I I feedstocks as specified below, under controlled conditions designed to promote aerobic decomposition, per WAC 173-350-220, which is available at http://www.ecy.wa.gov/programs/swfa/compost. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC, and meet the following physical criteria: 1 . Compost material shall be tested in accordance with the U.S. Composting Council "Testing Methods for the Examination of Compost and Composting" (TMECC) Test Method 02.02-B, "Sample Sieving for Aggregate Size Classification", to meet the size Briscoe-Desimone Reach 4/Casteel 9 - 5 July 8, 2015 Project Number: 09-3010 gradations established in the U.S. Composting Council's "Seal of Testing Assurance" (STA) program, as follows. Fine Compost, typically used for soil amendment, shall meet the following gradation by dry weight: Min. Max. Percent passing 2" 100% Percent passing 1 " 99% 100% Percent passing 5/8" 90% 100% Percent passing 1/4" 75% 100% Coarse Compost, typically used for erosion control or surface mulching, shall meet the following gradation by dry weight: Min. Max. Percent passing 3" 100% Percent passing 1 " 90% 100% Percent passing 3/4" 70% 100% Percent passing 1/4" 40% 60% 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 04.11 -A, "1 :5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 .0 percent by weight as determined by TMECC 03.08-A "percent dry weight basis". 4. Minimum organic matter content shall be 40 percent by dry weight basis as determined by TMECC 05.07A, "Loss-On-Ignition Organic Matter Method". 5. Soluble salt contents shall be less than 4.0 mmhos/cm tested in accordance with TMECC 04.10-A, "1 :5 Slurry Method, Mass Basis". 6. Maturity shall be greater than 80% in accordance with TMECC 05.05-A, "Germination and Vigor". 7. Stability shall be 7 or below in accordance with TMECC 05.08-B, "Carbon Dioxide Evolution Rate". 8. The compost product must originate a minimum of 65 percent by volume from recycled plant waste as defined in WAC 173-350-100 as "Type I Feedstocks." A maximum of 35 percent by volume of other approved organic waste as defined in WAC 173-350-100 as "Type I I I", including post-consumer food waste, but not including biosolids, may be substituted for recycled plant waste. The Engineer may approve compost products containing up to 35% biosolids or manure feedstocks for specific projects or soil blends, but these feedstocks are not allowed unless specified, and not allowed in compost used for Bioretention Soils. The supplier shall provide written verification of feedstock sources. Briscoe-Desi mone Reach 4/Casteel 9 - 6 July 8, 2015 Project Number: 09-3010 9. Fine Compost shall have a carbon to nitrogen ratio of less than 25:1 as determined using TMECC 04.01 "Total Carbon" and TMECC 04.02D "Total Kjeldhal Nitrogen". The Engineer may specify a C:N ratio up to 35:1 for projects where the plants selected are entirely Puget Sound native species. Coarse Compost shall have a carbon to nitrogen ratio between 20: 1 and 45:1 . 10. The Engineer may also evaluate compost for maturity using the Solvita Compost Maturity Test at time of delivery. Fine Compost shall score a number 6 or above on the Solvita Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita Compost Maturity Test. The compost supplier shall test all compost products within 90 Calendar Days prior to application. Samples shall be collected using the Seal of Testing Assurance (STA) sample collection protocol. The sample collection protocol can be obtained from the U.S. Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 Phone: 631 -737-4931 , www.compostingcouncil.org. The sample shall be sent to an independent STA Program approved laboratory. The compost supplier shall pay for the test. A copy of the approved independent STA Program laboratory test report shall be submitted to the Engineer prior to initial application of the compost. For compost to be used in Bioretention Soil, at least 10 Working Days prior to placement the Contractor shall submit a sample of each type of compost to be used on the project to the Engineer. For other compost uses, the Engineer may request a sample prior to placement. Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Owner. The Contractor shall submit the following information to the Engineer for approval: 1 . A copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional Health Department as per WAC 173-350 (Minimum Functional Standards for Solid Waste Handling). 2. The supplier shall verify in writing, and provide lab analyses that the Materials comply with the processes, testing, and standards specified in WAC 173-350 and these Specifications. An independent STA Program certified laboratory shall perform the analysis. 3. A list of the feedstock by percentage present in the final compost product. 4. A copy of the producer's current STA certification as issued by the U.S. Composting Council. Acceptance shall be based upon a Briscoe-Desi mone Reach 4/Casteel 9 - 7 July 8, 2015 Project Number: 09-3010 satisfactory Test Report from an independent STA program certified laboratory and the sample(s) submitted to the Engineer. 9-16 FENCE AND GUARDRAIL SECTION 9-16. 1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1 (1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. Briscoe-Desimone Reach 4/Casteel 9 - 8 July 8, 2015 Project Number: 09-3010 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. WATER 3-22 Typical Pipe Trench SEWER 4-7M Cleanout i STORM 5-2 Catch Basin Type 11 5-31 Filter Fabric Fence 5-35 Temporary Stockpiling STREET 6-33 Cement Concrete Curbs i Briscoe-Desimone Reach 4/Casteel A 1 July 8, 2015 Project Number: 09-3010 PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-68 SAWCUT(TYP.) EXIST. PAVEMENT SURFACE SURFACE RESTORATION AS SPECIFIED ON APPROVED PLANS "GRAVEL BORROW"PER WSDOT STD. SPEC. 9-03.14 OR SUITABLE EXCAVATED MATERIAL, COMPACT TO 90%OF MAX. ' / SEE STANDARD PLAN 6-64 TO DENSITY. \� STANDARD PLAN 6-68 FOR TRENCH RESTORATION UNDER PAVEMENTS. / I / 12"MIN. BENCH AS NEEDED FOR / SHORING OR TRENCH BOX / "BEDDING MATERIAL FOR RIGID PIPE" PER WSDOT STD (TYP.)WHEN DEPTH IS 4 Fr. SPEC 9-03.15 OR SUITABLE EXCAVATED MATERIAL. AND GREATER. PIPE y 4"MIN. SEE NOTE UNPAVED AREAS PAVED AREAS ' NOTE: MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE *30"FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. *O.D. PLUS 16" FOR PIPE LARGER THAN 12"NOMINAL DIAMETER, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S QSEP.hr T AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE .c, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASy O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. P CITY OF KENT ti Z ENGINEERING DEPARTMENT [� ADO Ro � \� KENT TYPICAL PIPE TRENCH FGISTfR� FF ANAL E DRAWNED DMW e SCALE NONE STANDARD PLAN no CHECKED DATE omN Z_�')�l 'i, APPROVED tFn J LL ° p J . 4 a ° - 4 CEMENT CONC. ° CLASS 1111 � 2 0 ° 3/4"SQUARES SPACED 3/4"AS CLEANOUT - INDICATED-HT. 1/8" 10" N d ° RAISE- 1/2" WIDE BORDER 2 Al 2--0" .. 10" 9 I a 8 3/4" ui 10"PVC PIPE 8"PVC } N v (FOR SLEEVE) THREADED N FIBER JOINT PACKING PLUG (OPTIONAL) 7" ro N 8 7/Bx o a 15" 8"-450 ELL CAST IRON RING&COVER �o � z CLEANOUT RING&COVER J U 8"WYE 8" WATERTIGHT PLUG ® SLOPE z z z NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT D9 w m BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY mo �� �ptl THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON T FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON OF WAS C, ENGINEERING DEPARTMENT REQUEST. I, NOTES: �Qe 0�0 CITY OF KENT m I y p � 1. CAST IRON TO CONFORM TO A.S.T.M. """' ^ '� 'I /�• Aae-se CLASS 30. �7 �� KENT 8" CLEANOUT A ,P 21493 2, COVER SHALL BE LOCKING TYPE OLYMPIC �Ox, F�ISTER� ���O DESIGNED DMW STANDARD PUN SCALE NON[ FOUNDRY M 1007 D/T OR EQUIVALENT SS/G�`IAL ��' DRAWN BB MARKED"CLEANOUT"OR"CO". cnECKm__. _ DATE 4-7M �� APPROVED E""�"`�x L6 p W o O � W .�4 � Q O a � �� w p�u 0 Wpm QKwm r. M ¢W J p I(l 1n OQd Kp rCV O a z mZ J n T F- W, r z O FS- 9 9 M Z¢ 0 SOW m U W N w r m Foy O zz�S ¢ Hw Jp W W v O '"O S in„� SQO�n in r zcDa -_ o �naa w w Q LLWj W Q p O W O p p p Z Q m N OM M VNN SCfnQW QHV] Vf < = U o O cG O O G J J¢ O tD N V O N O ¢ I,. O MAX - © o© 12 _-iD YZ W U • p F"�1 ---►� �V mo4; ow 1" MIN. o s N OM M V U t0 m MIN o 2.2"MAX,z (TYP.) 16" w wQz p w w U z MAX. a^ w m 24" MIN.'.:': [D w m r v� g N ^ m m u m a o 28"MAX. I J OJ W W J Z r'i U p Z "B" 12'-0" MAX. (FOR MAINTENANCE) cc 2 r Z O U O N e Z W H L '"� ti W M 01 V1 Ltl O� N N rl N M M M ' w .�' d � O O O O O O [Nn o - J J m w O w m G fn w W (A Q 2 W E p W p W Jm Z (n V J 2 IA 2 W S 1n 2 M � W J W Z r z z � �n � 2r m i� .�. rr za ¢ muw O � o oC ¢ P oE � G � w N = w z � 3o OU mZ LJ ma z NN 2 � Q ui QUO W U K N W r p w Z Z E p m Y tF�nn- 0 - u m UQ Za Z = .-� QQ Ow vN1 Q Z F a V 2 p t n K J O W W m w O w bZO NWI rU` JSo Q 'Zr M U O W 2 - U rNr b N W O N V S Q VI S W N '-" ¢ U O J W Z Y F Q O � ojZ p r O � Q z � g QmaZ U J QgOaza m � Z K = F � Oa' O ¢ U o � YO fn Z N N Q Q Q J W W �L LL. K W U w Q Y �D OJ OJ OJ oem rn N .Z. U V N O LL I n N Z ¢ m Z w m U O r Vi ' MLLi U p '-"-' W 00 F- � W a_ O^ p J g J 1 °] Odd O = - K rp O Q u� CJ W O � p J w 2 M � O Y Wm = �i N U2 W M p W W mm U .. Z m W O 2f=nS Z > W O O Zm < J a' J Y .. a, V r 4 ¢ r r QQ Qy 2 J Z .. Q LL 1- JF- Q UZ ~' O U Q O I A .. r U] Y f U' O U' V l Q l n 2 d I'i U J Z u1 O 2 Z Vu in Q m v o ry v � m O v in �o n m m NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE 5 1 Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. Pe `o CITY OF KENT O y {N ENGINEERING DEPARTMENT H f-? r V [�E*T CATCH BASIN TYPE II A 21493 W ....... .Q O � �. }�F��IST�R� DESIGNED own ` QA M1�L fNG\ DRAWN BB S�/ 5 NONE STANDARD PLAN V/1 L CHECKED DATE 5-2 JC_2 APPROVED wcwem WIRE FABRIC NEWLY GRADED OR DISTURBED SIDE SLOPE 2- 2 FILTER FABRIC z . FLOW — MATERIAL M —LARGE ROCK 2" OR / GREATER IN DIAMETER �C7 NATIVE BACKFILL MATERIAL OR - 3/4"-1.5"WASHED GRAVEL r/ FILTER FABRIC MATERIAL SECTION A-A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI 100X OR EQUIVALENT A WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) n Z � roz JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES,WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. I I STEEL OR I I A I I I I LJ� 2 X 4 WOOD POSTS. L.J LJ LJ 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 THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DURING PROLONGED RAINFALL.ANY RAINFALL AND LEAST GAILY DOSE'PIj ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT REQUIRED REPAIRS SHALL BE MADE ���of WASy/H� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IMMEDIATELY. O ,Q o p CITY OF KENT m � Z ENGINEERING DEPARTMENT 3, REMOVE SEDIMENT WHEN IT REACHES � 1/3 FENCE HEIGHT. 'C` �/ RC O T FILTER FABRIC FENCE A P 21493 Q— w..n "..." 4. INSTALL THE SILT FENCE FIRST. �O,c. FGIST�R� AFTER THE SILT FENCE HAS BEEN F` ONAL ENG\� DRAWN DESIGNED ggH SCALE NONE STANDARD PUN INSTALLED,CONSTRUCT BERM AND CHECKED DATE 5-31 TRENCH. APPROVED WGINM e^iemb^r 2009 FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE SECTION 2.3.E 24'MAX '.. HEIGHT 10 BURY SHEETING MAk SPACING INTO EXISTING SOIL TIRES, MINIMUSANDBAGS,FOR EQUILVALENT NCH BETWEEN PtASTICS,yEETS MAY BE USED TO WEIGHT PLASTIC MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING BURY SHEETING INTO EXISTING SOIL SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. MINIMUM 4"X4"TRENCH GENERAL NOTES: 1. 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. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 0SEA AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S 7 p ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASH '` THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. O tiP o CITY OF KENT Z ENGINEERING DEPARTMENT KENT TEMPORARY STOCKPILING 10 A 21493DESIGN O �- wx.nix.re Fm�h L DRAWNED TlH SCALE NONE STANDARD PAN A e'J/ IV \" CHECKED DATE 5-35 APPROVE D MIN. SPIaBfTI�]Pf llO:� 12" 6" Y1/25 "/t2"R 9" 10"21/2" 5" 21/2" z 1"R U da P ~ 4 ~ a a d O I d COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1 1%MIN. 2" IF»II 2%MAX. NOTES: 19/ MIN. - — ^" - - - �- 20/, MAX. `v 1. CONCRETE CLASS 3000 IS REQUIRED. �2a 2. ROLLED CURB MAY ONLY BE USED WITHIN A ° P ° CUL-DE-SAC. SIDEWALK a 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, 12" e ` '. . <-^ THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. 011 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE: FACE OF CURB SHALL NOT EXTEND 14AFR BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE 8" S;po sF F4 4 VARIES CONK MF�ON<6 ��� �FJ MqN� oF CEMENT CONCRETE �ohc rNFoc� PAVEMENT ROLLED CURB R�TFC EXTRUDED CONCRETE TRANSITION GRB CURB UNDER GUARDRAIL S(0)SEPt7 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WASly �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 611 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT mP z 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT N ` ENGINEERING DEPARTMENT Ado RFc T3R F CEMENT CONCRETE FS �� KENT CURBS TONAL EN DESIGNED DWH DRAWN qB SCALE NONE STANDARD PL1N CHECKED DATE -f ���� APPROVFA w"ix¢n �PfYf!IT h:'I'LJ():1 WSDOT STANDARD PLANS i DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs FENCE AND GLARE SCREEN L-30.10-02 Chain Link Gate (2 sheets) Briscoe-Desimone Reach 4/Casteel A - 2 July 8, 2015 Project Number: 09-3010 8 O a G y ®J a N U W Q O O m o No W N ]NO73dld h a ® y G O A z ®a a N 3 M y N N N m w m V U " w W Wm C n D z w w h m W w Nz a �, N w m it N. �,Z tX� LL W ap Comm m " 118 o a Z ci of 6q r -ty o� w 3 Y 403°° w a 0 o J m z J 00 W W 0 U LL d 7 Q 4 F ------------------------ O O 3NO2]dl 00 Q eW 9NOZ 3dld 3NOZ 3dld �y a i 0'0 a"o %9s %35 s ° o w 1 q"3 mgl OWEa or)oo Ly z W z.W UUU0."'iv a z c C oo Z rc � N i moo s O c, k� w oc'Cf;' o� w �ct'i� +`l��iA)o�o• K �o`yo�,��� � f Z F m� -ms amp xo 000 WW UWW O UW O mZ = O Nv N Q JN 6 WVWi Q2N Q W 6 a6 O !p! r 61 ® a z &Y HgyNl� � u. � a � 2ym i Z p� w - UNv Fa. a^( 19 30o vo 19 41 oa99 �p�v Qa W ® ¢LM 6"am 19 3 �IU 19 ' mK ?ZN Ua N Z .IS��N G 2 F � U y F �iiwai H. w i O a LL _ Vl a z Z ; I b�I wOa S IUVAo f w ¢ z K p p U � _ L Aga o Z K ' VA pU o ap Ww Cp a y Zp Uuow _ 93 °zg 4w mo w K mrc _ Z us ix �° Vaa re W (9 c' tO 3 \\ W a w OZ a C W a LL � w Z = 0 � F LL 00 f UU6 zm OV4, '7 oo U why F Q w°N ap w $4 O UQ r=� S G ✓ •. 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[deal for every tratle,it is caster-ready and Includes full-width shelves for organization of shovels, 4'levels,transits and rr-cols.It also features a bi-fold cover which folds completely out of the way for i unrestricted access. Features I Resources • Uses Accessory Door Shelf Model 491 • WATCHMAN is IV Lock System with recessed lock housing for protection against theft • Additional reinforcement between the lock and the side housing • Bigger,better hinges offer stronger protection against pry-Ins • Power Pass®Electrical Pass-Thru grommet provides easy,weatherproof power card access View Plano Page • Heavy-duty hinges are extra durable and resist pry-ins n. • Powder-coat finish for superior durability and corrosion resistance • Fourway skids allow access froin any side,making It easier and faster to tnsnsl:od !. • Closed height 49 In • Open height 78 In Replacement Parts . Caster-ready 14•gauge steel skids to accommodate optional casters share • Recessed handles for Positive gripping even with gloves on ' • Gas sprinq guards to prevent damage from shifting loads Email page I Print this page • improved ball stud bracket provides added strength reduces the potential for breakage and 7 Improves durability 11 The workhorses on any jobsite,STORAGEMASTERB is Ideal for every trade—mechanical, More Documentation plumbing,HVAC,electrical,rough and finish carpentry • Replacement Parts List Specifications Feature Size/Details Style Piano Boxes Brand STORAGEMASTER@ Color Tan Height 49 In Width 30 in Length 72 in 1 Approx.Shipping Wt.lbs. 330 Approx.Cu.Ft.Per Unit 57.5 Meteriai Steel i. l Closed Height 49 m Lock System WATCHMAN®IV Lock system Open Height 78 in Powder Coat Finish Yes ill I I I I i NOTE: u I I 1. AFTER INSTALLING THE BARRICADES I RE-LOCATE THE ADVANCE NOTICE TRAIL CLOSURE SIGNS TO THE BARRICADES a N t' R t, S 194th ST. - A ATTACH ONE INSTALL NOT 2 E N O BARRICADE I BARRICADES J / PER KENT STD. PLAN 6-71. - - I- TRAIL TO BE CLOSED DURING ( � ,�.�j RUSSELL ROAD S.. S. 196th ST. CONSTRUCTION A INSTALL ADVANCE NOTICE SIGNS I 7 CALENDAR DAYS PRIOR TO l -/ /TRAIL CLOSURE (SEE NOTE 1), Vj Li REACH 4 ° r� b / INSTALL 2 TYPE III BARRICADES h PER KENT STD. PLAN 6-71. _A ' ATTACH SIGN TO � ONE BARRICADE (SEE NOTE 1) S. 200th ST. i I GREEN RIVER TRAIL TRUCKS CLOSED ENTERING AT S. 200th ST. AND LEAVING CLOSED: MONTH, DAY, YEAR ROADWAY REOPENS: MONTH, YEAR WWW.DRIVEKENT.COM 48"x36" 36"x36" OA CLASS A SIGN © CLASS A SIGN QUANITY 2 QUANITY 2 TRAIL CLOSURE PLAN NOT TO SCALE i ' LEGEND DETOUR ROUTE � S,---_19Qt�h ST. - - - GREEN RIVER TRAIL • • • • • • • • • • • TRAIL CLOSED j ,,II! V Vr S. 194th ST. r r 5 , ROAD S. v � A _ S. 196th ST. LJ N NOTE: SEE 2 PROJECT LOCATION OR SEEN LEGEND �i'� ,i S. 200th ST. 5 > TRAIL DETOUR PLAN NOT TO SCALE SHEET 1 OF 2 j SIGN LEGEND GREEN RIVER TRAIL i CLOSED AT S. 200th ST. END CLOSED: MONTH, DAY, YEAR DETOUR REOPENS: MONTH, YEAR WWW.DRIVEKENT.COM O1 48"x36" 24"x24" QUANTITY 2 O QUANTITY 2 GREEN RIVER TRAIL NORTHBOUND DETOUR GREEN RIVER TRAIL CLOSED AHEAD O30"x24" 30"x24" QUANTITY 2 © QUANTITY 1 GREEN RIVER TRAIL GREEN RIVER DETOUR TRAIL ACCESS O30"x24" O 30"x24" QUANTITY 2 QUANTITY 1 GREEN RIVER TRAIL DETOUR 4� O4 30"x24" QUANTITY 2 TRAIL DETOUR PLAN NOT TO SCALE SHEET 2 OF 2 I _ 1 �� S. 180th ST. I � � +I- SW.P43rd ST.. I r ( I � I I l Ire f1 PROJECT ,; ,4, LOCATION l —. T � ! S 196th ST Inc 4 @ T L J 2108th ST{ Vt Li S. 212th ez J[ .� �� IT co FM IF SHEET PILE C mom STORAGE Lj� ,� c 1, a t-IeA 12OCATIOE. 4.. . �I /� 4 M yn Q y �� dot r 2 4 8 t h ST. '[N' lb kk ( a 240th FT— , ST I o — �? �� ` sff�a,:` mo I . �I 7 248th 5T 1 s SE z SE 256th ST S e T ----- 4 In HAUL ROUTE PLAN NOT TO SCALE I I I S'L GIG14 LPCATION I (TE)APOURY MOUNT) TEMPORARY TRAFFIC OOMOL DME (ORUM) j c'rJ ARROW BOARD !: . 9 (SMENfl& CHEVRON) )( PROTECT1VI`//WORK 1 VEHICLE � I f 6,5FANCS 0A19NEUZAiION OEMW _ RtlAD TYF I 3'ri7F-N SIGHS S°ACINO tFF F) _ L C 1'.4PE;i 7ANSENT r�S/3O fiPN 276 FT"200 ['1' ZOO FT RU N"I'SM,1%Ll A i3US21�'CSS JI57R;:TS 360 FT 350 TT 350 F7 ?4URK VEHICLE OMNI, ROAOS & _ URBAN AP"OLS 500 F7 SOD FT 500 i'7 z n 45A5 tff19MUM TAPER I.EttiGTFI -1. (FEET) PROTZCTNE, lmz MD7f T'05-rr0 5f EE0 (HPH j VVIGLL f (ET) 25 30 35 40 45 F id_ 105 1 0 20$ 7 �60 n e 4 $ � l IIRN�7�1y ARROYT 66ARD I ,sg (sct Tw.ruEvw) i II - 1.Al.9043 AIM SPAO'KG S!IALL M4FU'RV TO MF.WPM mo CITY OF ENT SPECIR4XIM. t PRIGRITY PAS 10F Th'it MI'l IYU�^K AXA FCR A NT.M ERCY?€NGSF.S:1Udl,BE iA5MIND MAIL TlWES 4, 3.UE4^,EE4 AIIA(L Il0'{ki{GsglhCi llifC A9Jt,{1'11' -41t'9 q- y 14A_yy 4.ALL:(GAS 46\46 S/0 uuss Oj�;FRtiSHKAMM 6, O4N4 MFf,OPU ti9C 4+y"E 5!4'Ok.46 '1 Sdff iRAFPIC IM A 4 S? 5 CLOSED f 0.All"J'ACING NAY DE ADVS-1 D 70 i fEAO AOCC9Xk'DATE AT MADE)I)A-RHOIGNS A16I0t t � rW20"5L ➢hIFxF4a;'S. i 'I /!ROO ' 7,01,11 ROTOR 2911 tLUCi XM070 ! WORK RFS.DQ M)"m GIjs"ns E3 7➢h'YS K4 aftlC£ ( g WLhU y Cf 81my cr(v R. it MITRAGYI'n4 SgAU.Ail.HRT IE1 P tlUll5whIna 0AY9 IN AUVz7:C OF ONgZaN2. 1 k�;nelf. <nrsGucifi:n,r,�,1d�YuR;ecc+.Inty.4nv i I BRISCOE -DESIMONE i LEVEE REACH 4 I C.ET''.i' OF KrlNT >xnm,}r'f_�^ ...__ �._-..m,s.._ 1 ENII{NEERiHG UEpAR7MENY L MN f �. I o N I i m I I I d R a9. ao � 11 I €=rya a o eav�avl�xan 21. li x d z o AF •- I 3 I a Z \ A € d V / I \ I I / j PERMITS 1 . Hydraulic Project Approval (HPA) 2. City of Kent Shoreline Conditional Use Permit and Substantial Development Permit 3. Stormwater Pollution Prevention Plan (SWPPP) (D.O.E.) 4. NPDES Construction Stormwater General Permit 5. SEPA Determination of Non-Significance 6. City of Kent Flood Zone Permit 7. Department of Archaeology & Historic Preservation Concurrence Briscoe-Desi mone Reach 4/Casteel A - 4 July 8, 2015 Project Number: 09-3010 6A""°""°y`°" HYDRAULIC PROJECT APPROVAL Nounrugecaourm Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 j Project Expiration Date: November 03, 2018 FPA/Public Notice #: N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent Public Works Department ATTENTION: Ken Langholz 220 4th Ave S Kent, WA 98032 253-856-5516 i Fax: 253-856-6500 Project Name: Briscoe-Desimone Levee Improvement Project Description: Construct 4,450 linear feet of sheet pile flood wall on four reaches along the eastern side of the Green River, between S. 200th St and S. 180th St. PROVISIONS 1. The project may begin immediately and shall be completed by November 3, 2018, provided grading of the riverbank shall occur only between June 1 and September 30. 2. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW) entitled, "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 1 RIVER MILE 14.47-14.64", and labelled "PRELIMINARY 10-17-13"; "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 2 RIVER MILE 15.44-15.57 REACH 3 RIVER MILE 15.98-16.36", and labelled "PRELIMINARY 10-18-13", "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 4 RIVER MILE 16.91-16.99", and labelled 'PRELIMINARY 8-30 -13", except as modified by this Hydraulic Project Approval (HPA). A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below (e-mail to fisheldf@dfw.wa.gov) and the Enforcement Program Officer (e-mail to richacbr@dfw.wa.gov) shall receive e-mail notification from the person to whom this HPA is issued (permittee) no less than three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the permittee's name, project location, starting date of work or completion date of work,and the control number of this HPA. 4. Grading shall be accomplished in a manner that avoids waterward release of material. 5. The floodwalls shall be constructed in a manner that does not impede deliver of groundwater inputs to the Green River. 6. Disturbance of the riverbanks and riparian vegetation associated with the river shall be limited to that necessary to perform the project. Resloping and revegetation of the riverbank is required to mitigate for the impacts of the project on river hydraulics and existing riparian vegetation. Prior to December 31 of the year of project grading, the mitigation plantings shall be installed as detailed in the approved plans (Provision 2). These plantings shall be maintained as necessary for a minimum of three years to ensure 80 percent or greater initial survival of each species or a contingency VVdS°"'g'°o HYDRAULIC PROJECT APPROVAL rvorm ruger aouna Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice#: N/A species approved by the AHB and shall not be trimmed or removed without prior written approval of the AHB or his successor for the life of the levee. View corridors shall not exceed 10 percent of the linear length of the planted levee length. 7. Equipment used for this project shall be free of external petroleum-based products while working around the river and wetlands associated with the river. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriage of equipment prior to its working within the floodplain of the river. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and wetlands associated with the river. 8. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 9. Erosion control methods shall be used to prevent silt-laden water from entering the river and wetlands associated with the river. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 10. Prior to starting work, the selected erosion control methods (Provision 9) shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 11. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 12. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river or wetlands associated with the river. PROJECT LOCATIONS Location #1 Reach 1 RM 14.47 to 14.64 WORK START: November 04, 2013 IWORK END: November 03, 2018 WRIA: Waterbody: Tributary to: 09,0001 Duwamish River/Green River 7EIliott Bay 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 36 23 N 04 E N 47.43924 tW 122.24554 King Location#1 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent,turn west onto 190th Street and follow to the end of the road a„ HYUKAULlU F'KUJF`UI AFFKUVAC Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice#: N/A where the city lot is located. See attached location map. Location #2 Reach 2 - RM 15.44 to 15.57 WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: Waterbody: Tributary to: - 09.0001 Duwamish River/Green River ( Elliott Bay 114 SEC: Section: Township: Range: Latitude: Longitude: County: S 1/2 35 23 N 04 E N 47.439129 W 122.248837 King Location#2 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map. Location #3 Reach 3 -RM 15.98 to 16.36 WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: Waterbody: Tributary to: 09.0001 Duwamish River/Green River Elliott Bay 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NE 1/4 02 22 N 04 E N 47.432561 W 122.260611 King Location#3 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map. Location #4 Reach 4 - RM 16.91 to 16.99 WORK START: November 04, 2013 IWORK END: November 03, 2018 WRIA: Waterbody: Tributary to: 09.0001 Duwamish River/Green River Elliott Bay 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 02 22 N 04 E N 47.423635 W 122.265273 King Location#4 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map. vvaamuywii HYDRAULIC PROJECT APPROVAL 1VUIM ruye`JOUra Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice #: N/A APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the persons)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA. A minor modification to the required work timing means up to a one-week deviation from the timing window in the HPA when there are no spawning or incubating fish present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. Minor modifications do not require you to pay additional application fees or be issued a new HPA. To request a minor modification to your HPA, submit a written request that clearly indicates you are requesting a minor modification to an existing HPA. Include the HPA number and a description of the requested change and send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. Do not include payment with your request. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you paid an application fee for your original HPA you must include payment of$150 with your written request or request billing to an account previously established with the department. If you did not pay an application fee for the original HPA, no fee is required for a change to it. To request a major modification to your HPA, submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Include the HPA number, check number or billing account number, and a description of the requested change. Send your written request and payment, if applicable, by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. If you are charging the fee to a billing account number or you are not subject to the fee, you may email your request to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. vvarui iywn _ ...... -_. rvuriiruyeiouuuu -. -_.. . HYDRAULIC F'FZUJEG I HF'F'1ZUVHL ' Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 " WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice #: N/A APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at(360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091; e-mail to HPAapplications@dfw.wa.gov; fax to (360)902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091; e-mail to HPAapplications@dfw.wa.gov; fax to (360)902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler (34) P1 Habitat Biologist for Director Larry Fisher 425-313-5683 -` WDFW CC: LAND USE WEARING EXAMINER Kimberly A. Allen \ ® Hearing Examiner `m KE T CITY OF (CENT W ASH INGTON In the Matter of the Application of ) No. SMC-2013-1 KIVA #RPP3-2130618 Kent Public Works Department ) Briscoe-Desimone Levee Improvements For a Shoreline Conditional ) FINDINGS, CONCLUSIONS, Use Permit ) AND DECISION SUMMARY OF DECISION The Hearing Examiner APPROVES the request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200'h Street and South 1891h Street in Kent, Washington. Conditions are required to mitigate specific impacts of the proposed development. SUMMARY OF RECORD Hearing Date: The Hearing Examiner held an open record hearing on the request on April 24, 2013. Testimony: The following individuals presented testimony under oath at the open record hearing: Erin George, City Senior Planner Ken Langholz, City Engineering Supervisor, Design Section — Public Works Melvin Roberts John Neller Exhibits: The following exhibits were admitted into the record: 1 . Staff Report and Distribution, dated April 17, 2013 2. Shoreline Permit Application, dated February 22, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 1 of 15 Issuance Date: December 1, 2010 Effective Date: January 1, 2011 Expiration Date: December 31, 2015 CONSTRUCTION STORMWATER GENERAL PERMIT National Pollutant Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Sterarwater Discharges Associated with Construction Activity State of Washington Department of Ecology Olympia, Washington 98504 In compliance with the provisions of Chapter 90.48 Revised Code of Washington (State of Washington Water Pollution Control Act) and Title 33 United States Code, Section 1251 et seq. The Federal Water Pollution Control Act(The Clean Water Act) Until this permit expires, is modified or revoked, Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance with the special and general conditions that follow. e I ind, P.E.,P.G. Water Quality Program Manager Washington State Department of Ecology TABLE OF CONTENTS LISTOF TABLES.......................................................................................................................... 3 SPECIALCONDITIONS............................................................................................................... 5 SLPERMIT COVERAGE........................................................................................................5 S2. APPLICATION REQUIREMENTS ...................................................................................8 S3. COMPLIANCE WITH STANDARDS.............................................................................11 S4. MONITORING REQUIREMENTS..................................................................................12 S5. REPORTING AND RECORDKEEPING REQUIREMENTS .........................................19 S6. PERMIT FEES...................................................................................................................22 ST SOLID AND LIQUID WASTE DISPOSAL ....................................................................22 S8. DISCHARGES TO 303(D) OR TMDL WATER BODIES..............................................22 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................26 S10. NOTICE OF TERMINATION..........................................................................................34 GENERAL CONDITIONS .......................................................................................................... 36 Gl. DISCHARGE VIOLATIONS ...........................................................................................36 G2. SIGNATORY REQUIREMENTS.....................................................................................36 G3. RIGIIT OF INSPECTION AND ENTRY.........................................................................37 G4. GENERAL PERMIT MODIFICATION AND REVOCATION......................................37 G5. REVOCATION OF COVERAGE UNDER THE PERMIT .............................................37 G6. REPORTING A CAUSE FOR MODIFICATION............................................................38 G7. COMPLIANCE WITH OTHER LAWS AND STATUTES.............................................38 G8. DUTY TO REAPPLY.......................................................................................................38 G9. TRANSFER OF GENERAL PERMIT COVERAGE.......................................................39 G10. REMOVED SUBSTANCES .............................................................................................39 GI L DUTY TO PROVIDE INFORMATION...........................................................................39 G12. OTHER REQUIREMENTS OF 40 CFR...........................................................................39 G13. ADDITIONAL MONITORING........................................................................................39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS .............................................40 G15. UPSET ...............................................................................................................................40 Construction Stormwater General Permit—December 1, 2010 Page 2 G16. PROPERTY RIGHTS........................................................................................................40 G17. DUTY TO COMPLY ........................................................................................................40 G18. TOXIC POLLUTANTS.....................................................................................................41 G19. PENALTIES FOR TAMPERING.....................................................................................41 G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION..........................................................................42 G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................42 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS ..........................................................................................................................42 G25. SEVERABILITY...............................................................................................................43 G26. BYPASS PROHIBITED....................................................................................................43 APPENDIX A—DEFINITIONS.................................................................................................. 46 APPENDIX B—ACRONYMS .................................................................................................... 54 LIST OF TABLES Table 1. Summary of Permit Report Submittals....................................................................... 4 Table 2. Summary of Required On-site Documentation........................................................... 4 Table 3. Summary of Primary Monitoring Requirements ...................................................... 12 Table 4. Monitoring and Reporting Requirements ................................................................. 16 Table 5. Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d)-Listed... 24 Table 6. pH Sampling and Limits for 303(d)-Listed Waters.................................................. 24 Construction Stormwater General Permit—December 1, 2010 Page 3 SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal Date Section SS.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting SS.B Discharge Monitoring Report Monthly* Within 15 days of applicable monitoring period SS.F and Noncompliance Notification As necessary Immediately S8 SS.F Noncompliance Notification — As necessary Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary G6. Permit Application for Substantive As necessary Changes to the Discharge G8. Application for Permit Renewal 1/permit cycle No later than 180 days before expiration 59. Notice of Permit Transfer As necessary G20. Notice of Planned Changes As necessary G22. Reporting Anticipated Non- As necessary compliance SPECIAL NOTE: *Pernuttees must submit Discharge Monitoring Reports (DMRs)to the Washington State Department of Ecology monthly,regardless of site discharge, for the full duration of permit coverage. Refer to Section 55.13 of this General Permit for more specific information regarding DMRs. Table 2. Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2, S5 Construction Stormwater General Permit See Conditions S2, S5 Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan (SWPPP) See Conditions S9, S5 Construction Stormwater General Permit—December 1, 2010 Page 4 SPECIAL CONDITIONS SL PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit (CSWGP) covers all areas of Washington State, except for federal and Tribal lands as specified in Special Condition Sl.E.3. B. Operators Required to Seek Coverage Under this General Permit: 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing, grading and/or excavation that results in the disturbance of one or more acres and discharges stormwater to surface waters of the State; and clearing, grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale, if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. i. This includes forest practices (including,but not limited to, class IV conversions) that are part of a construction activity that will result in the disturbance of one or more acres, and discharge to surface waters of the State (that is,forest practices that prepare a site for construction activities); and b. Any size construction activity discharging stormwater to waters of the State that the Department of Ecology ("Ecology"): i. Determines to be a significant contributor of pollutants to waters of the State of Washington. ii. Reasonably expects to cause a violation of any water quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP (unless specifically required under Special Condition S1.B.Lb. above): a. Construction activities that discharge all stormwater and non-stormwater to ground water, sanitary sewer, or combined sewer, and have no point source discharge to either surface water or a storm sewer system that drains to surface waters of the State. b. Construction activities covered under an Erosivity Waiver (Special Condition S2.C). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Stormwater General Permit—December 1, 2010 Page 5 C. Authorized Discharges: 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit,Permittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surface waters of the State. (Note that"surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site.) 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stormwater discharge from support activities related to the permitted construction site (for example, an on-site portable rock crusher, off-site equipment staging yards, material storage areas, borrow areas, etc.)provided: a. The support activity relates directly to the permitted construction site that is required to have a NPDES permit; and b. The support activity is not a commercial operation serving multiple unrelated construction projects, and does not operate beyond the completion of the construction activity; and c. Appropriate controls and measures are identified in the Stormwater Pollution Prevention Plan (SWPPP) for the discharges from the support activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater discharges identified below are authorized conditionally, provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire-fighting activities. b. Fire hydrant system flushing. c. Potable water, including uncontaminated water line flushing. d. Pipeline hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. f. Uncontaminated ground water or spring water. g. Uncontaminated excavation dewatering water (in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. i. Water used to control dust. Permittees roust minimize the amount of dust control water used. j. Routine external building wash down that does not use detergents. ]c. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from fire-fighting activities, and must comply with Special Construction Stormwater General Permit—December 1, 2010 Page 6 Condition S3. At a minimum, discharges from potable water(including water line flushing), fire hydrant system flushing, and pipeline hydrostatic test water must undergo the following: dechlorination to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 —8.5 standard units (su), if necessary. D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco, paint, form release oils, curing compounds and other construction materials. 3. Process wastewater as defined by 40 Code of Federal Regulations (CFR) 122.1 (see Appendix A of this permit). 4. Slurry materials and waste from shaft drilling. 5. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance. 6. Soaps or solvents used in vehicle and equipment washing. 7. Wheel wash wastewater, unless discharged according to Special Condition S9.D.9.d. 8. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, unless managed according to Special Condition S9.D.10. E. Limits on Coverage Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit. Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate assurance that water quality will be protected, or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. The following storrnwater discharges are not covered by this permit: 1. Post-construction stormwater discharges that originate from the site after completion of construction activities and the site has undergone final stabilization. 2. Non-point source silvicultural activities such as nursery operations, site preparation, reforestation and subsequent cultural treatment, thinning, prescribed burning, pest and fire control, harvesting operations, surface drainage, or road construction and maintenance, from which there is natural runoff as excluded in 40 CFR Subpart 122. 3. Stormwater from any federal project or project on federal land or land within an Indian Reservation except for the Puyallup Reservation. Within the Puyallup Construction Stormwater General Permit—December 1, 2010 Page 7 Reservation, any project that discharges to surface water on land held in trust by the federal government may be covered by this pen-nit. 4. Stormwatcr from any site covered under an existing NPDES individual permit in which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 5. Storm-water from a site where an applicable Total Maximum Daily Load (TMDL) requirement specifically precludes or prohibits discharges from construction activity. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form/Timeline a. Operators of new or previously unpertnitted construction activities must submit a complete and accurate permit application (Notice of Intent, or NOT) to Ecology. b. The operator must submit the NOI at least 60 days before discharging stormwater from construction activities and must submit it on or before the date of the first public notice (see Special Condition S2.13 below for details). The 30-day public comment period required by WAC 173-226-130(5) begins on the publication date of the second public notice. Unless Ecology responds to the complete application in writing, based on public comments, or any other relevant factors, coverage under the general permit will automatically commence on the thirty-first day following receipt by Ecology of a completed NOI, or the issuance date of this permit, whichever is later, unless Ecology specifies a later date in writing. c. Applicants who propose to discharge to a storm or sewer system operated by Seattle, King County, Snohomish County, Tacoma, Pierce County, or Clark County must also submit a copy of the NOI to the appropriate jurisdiction. d. If an applicant intends to use a Best Management Practice (BMP) selected on the basis of Special Condition S9.C.4 ("demonstrably equivalent" BMPs), the applicant must notify Ecology of its selection as part of the NOL In the event the applicant selects BMPs after submission of the NOI, it must provide notice of the selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. e. Penmittees must notify Ecology regarding any changes to the infonnation provided on the NOT by submitting an updated NOI. Examples of such changes include,but are not limited to, i. changes to the Pemtittee's mailing address, ii. changes to the on-site contact person information, and Construction Storrnwater General Permit—December 1, 2010 Page 8 iii. changes to the area/acreage affected by construction activity. 2. Transfer of Coverage Form The Permittee can transfer current coverage under this permit to one or more new operators, including operators of sites within a Common Plait of Development, provided the Permittee submits a Transfer of Coverage Form in accordance with General Condition G9. Transfers do not require public notice. B. Public Notice For new or previously unpennitted construction activities, the applicant must publish a public notice at least one time each week for two consecutive weeks, at least 7 days apart, in a newspaper with general circulation in the county where the construction is to take place. The notice must contain: 1. A statement that"The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit." 2. The name, address and location of the construction site. 3. The name and address of the applicant. 4. The type of construction activity that will result in a discharge (for example, residential construction, commercial construction, etc.), and the number of acres to be disturbed. 5. The name of the receiving water(s) (that is, the surface water(s)to which the site will discharge), or, if the discharge is through a storm sewer system, the name of the operator of the system. 6. The statement: "Any persons desiring to present their views to the Washington State Department of Ecology regarding this application, or interested in Ecology's action on this application, may notify Ecology in writing no later than 30 days of the last date of publication of this notice. Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, if so, whether the project is necessary and in the overriding public interest according to Tier 11 antidegradation requirements under WAC 173-201A-320. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696 Attn: Water Quality Program, Construction Storrrnwater." Construction Stornxwater General Permit—December 1, 2010 Page 9 C. Erosivity Waiver Construction site operators may qualify for an erosivity waiver from the CSWGP if the following conditions are met: I The site will result in the disturbance of fewer than 5 acres and the site is not a portion of a common plan of development or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity"R" Factor and Regional Timeframe: a. The project's rainfall erosivity factor ("R" Factor)must be less than 5 during the period of construction activity, as calculated using either the Texas A&M University online rainfall erosivity calculator at: http://ei.t tmu.cdu or EPA's calculator at http://efpub.epa.gov/npdes/stormwater/lew/lewealculator cfm. The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the following timeframes: i. For sites west of the Cascades Crest: Jrme 15— September 15. H. For sites east of the Cascades Crest, excluding the Central Basin: June 15 —October 15. iii. For sites east of the Cascades Crest, within the Central Basin: no additional timeframe restrictions apply. The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of the Central Basin (Region 2), refer to ltttp://www.ecy.wa.gov/pubs/ccv070202 pd&f. 3. Construction site operators must submit a complete Erosivity Waiver certification form at least one week before disturbing the land. Certification must include statements that the operator will: a. Comply with applicable local stormwater requirements; and b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. - 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition S1.B.l.b. 5. This waiver does not apply to construction activities which include non- stormwater discharges listed in Special Condition S1.C.3. 6. if construction activity extends beyond the certified waiver period for any reason, the operator must either: a. Recalculate the rainfall erosivity "R" factor using the original start date and a new projected ending date and, if the "R"factor is still under 5 and the entire Construction Stormwater General Permit—December 1, 2010 Page 10 project falls within the applicable regional timeframe in Special Condition S2.C.2.b, complete and submit an amended waiver certification form before the original waiver expires; or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the certified waiver period. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards (Chapter 173-201A WAC), ground water quality standards (Chapter 173-200 WAC), sediment management standards (Chapter 173-204 WAC), and human health- based criteria in the National Toxics Rule (40 CFR Part 131.36). Discharges not in compliance with these standards are not authorized. B. Prior to the discharge of stormwater and non-stormwater to waters of the State, the Perrittee must apply all known, available, and reasonable methods of prevention, control, and treatment (AKART). This includes the preparation and implementation of an adequate Stormwater Pollution Prevention Plan (SWPPP), with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless discharge monitoring data or other site-specific information demonstrates that a discharge causes or contributes to a violation of water quality standards, when the Permittee complies with the following conditions. The Permittee must fully: 1. Comply with all permit conditions, including planning, sampling, monitoring, reporting, and recordkeeping conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology, or BMPs that are demonstrably equivalent to BMPs contained in stormwater technical manuals published or approved by Ecology, including the proper selection, implementation, and maintenance of all applicable and appropriate BMPs for on-site pollution control. (For purposes of this section, the stormwater manuals listed in Appendix 10 of the Phase I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water, the ground water discharges must also meet the terns and conditions of this CSWGP. Permittees who discharge to ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control (UIC)regulations, Chapter 173-218 WAC. Construction Stormwater General Permit—DecemGer 1, 2010 Page 11 S4. MONITORING REQUIREMENTS, BENCHMARKS AND REPORTING TRIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil Weekly Site Weekly Weekly —Weekly PH Requires Disturbance' inspections Sampling wl Sampling wl Sampling2 CESCL Turbidity Transparency Certification? °Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than 1 acre, but are part of a larger Common Plan of Development Sites that disturb 1 Required Sampling Reg3uired — Required Yes acre or more, but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required Required Yes acres or more A. Site Log Book The Permittee must maintain a site log book that contains a record of the implementation of the SWPPP and other permit requirements, including the installation and maintenance of BMPs, site inspections, and stormwater monitoring. B. Site Tnspections The Permittee's (operator's) site inspections must include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points. (See Special Conditions S4.13.3 and B.4 below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead [CESCL]). t Soil disturbance is calculated by adding together all areas affected by construction activity. Construction activity means clearing, grading, excavation,and any other activity that disturbs the surface of the Land, including ingress/egress from the site. 'if construction activity results in the disturbance of 1 acre or more, and involves significant concrete work(1,000 cubic yards of poured or recycled concrete over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust[CKD],or fly ash),and stompwater from the affected area drains to surface waters of the State or to a storm sewer stormwater collection system that drains to other surface waters of the State,the Permittee must conduct pH monitoring sampling in accordance with Special Condition S4.D. 3 Sites with one or more acres,but fewer than 5 acres of soil disturbance,must conduct turbidity or transparency sampling in accordance with Special Condition S4.C. 4 Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in accordance with Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 12 Construction sites one acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections; sampling is not required on sites that disturb less than an acre. 1. The Permittee must examine stormwater visually for the presence of suspended j sediment, turbidity, discoloration, and oil sheen. The Permittee must evaluate the effectiveness of BMPs and determine if it is necessary to install, maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, the Permittee must correct the problems identified by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspection. b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than within 10 days of the inspection. if installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period. c. Documenting'BMP implementation and maintenance in the site log book. 2. The Permittee must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last more than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The Permittee may reduce the inspection frequency for temporarily stabilized, inactive sites to once every calendar month. 3. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control. The CESCL(sites one acre or more) or inspector (sites less than one acre) must have the skills to assess the: a. Site conditions and construction activities that could impact the quality of stonmwater, and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. The SWPPP must identify the CESCL or inspector, who must be present on site or on-call at all times. The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C160 in the manual referred to in Special Condition S9.C.1 and2). Construction Stormwater General Permit—Deceinber 1, 2010 Page 13 5. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into, or attach it to, the site log book. At a minimum, each inspection report or checklist must include: a. Inspection date and time. b. Weather information, the general conditions during inspection and the approximate amount of precipitation since the last inspection, and precipitation within the last 24 hours. c. A summary or list of all implemented BMPs, including observations of all erosion/sediment control structures or practices. d. A description of the locations: i. Of BMPs inspected. ii. Of BMPs that need maintenance and why. iii. Of BMPs that failed to operate as designed or intended, and iv. Where additional or different BMPs are needed, and why. e. A description of stormwater discharged from the site. The Permittee must note the presence of suspended sediment, turbidity, discoloration, and oil sheen, as applicable. f. Any water quality monitoring performed during inspection. g. General comments and notes, including a brief description of any BMP repairs, maintenance or installations made following the inspection. It. A summary report and a schedule of implementation of the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliance. The remedial actions taken must meet the requirements of the SWPPP and the permit. i. The name, title, and signature of the person conducting the site inspection, a phone number or other reliable method to reach this person, and the following statement: "I certify that this report is true, accurate, and complete to the best of my knowledge and belief." C. Turbidity/Transparencv Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of 5 acres or more, the Permittee must conduct turbidity sampling per Special Condition S4.C. b. if construction activity involves I acre or more but fewer than 5 acres of soil disturbance, the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 14 2. Sampling Frequency p g q Y a. The Permittec must sample all discharge locations at least once every calendar week when stormwater(or authorized non-stortnwater) discharges from the site or enters any on-site surface waters of the state (for example, a creek running through a site). b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. e. If the Permittee is unable to sample during a monitoring period, the Permittee must include a brief explanation in the monthly Discharge Monitoring Report (DMR). f. Sampling is not required before construction activity begins. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity (or authorized non-stormwater) is discharged off site, including where it enters any on-site surface waters of the state (for example, a creek running through a site). b. The Pennittee may discontinue sampling at discharge points that drain areas of the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) on the SWPPP site map and clearly mark these points in the field with a flag, tape, stake or other visible marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. 4. Sampling and Analysis Methods a. The Pennittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter) either on site or at an accredited lab. The Permittee must record the results in the site log book in nephelometric turbidity units (NTU). b. The Permittee performs transparency analysis on site with a P/4-inch- diameter, 60-centimeter (cm)-long transparency tube. The Permittee will record the results in the site log book in centimeters (cm). Transparency tubes are available from: http://watenmoiiitoringeeqguiL.com/pages/stream.htnil/stream.htnil. Construction Stor mwater General Permit—December 1, 2010 Page 15 Table 4. Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Phone Frequency, Value Reporting Trigger Value Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm instructions, or discharging Ecology guidance 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark vahie for turbidity is 25 NTU or less. The benchmark value for transparency is 33 centimeters (cm). Note: Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus; these discharges are subject to a numeric effluent limit for turbidity. Refer to Special Condition S8 for more information. a. Turbidity 26—249 NTU, or Transparency 32 —7 cm: If the discharge turbidity is 26 to 249 NTU; or if discharge transparency is less than 33 cm, but equal to or greater than 6 em, the Permittee must: i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. ii. Immediately begin the process to filly implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTU or greater, or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTU or greater, or if discharge transparency is less than or equal to 6 cm, the Permittee must complete the reporting and adaptive management process described below. i. Telephone the applicable Ecology Region's Environmental Report Tracking System (ERTS) number within 24 hours, in accordance with Special Condition S5.17. • Central Region (Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 Construction Stormwater General Permit—December 1, 2010 Page 16 i * Eastern Region(Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln,Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 • Northwest Region(Kitsap, Snohomish, Island, King, San Juan, Skagit, Whatcom): (425) 649-7000 s .Southwest Region (Grays Harbor, Lewis, Mason, Thurston, Pierce, Clark, Cowlitz, Skamania, Wahkiakum, Clallam, Jefferson, Pacific): (360) 407-6300 These numbers are also listed at the following web site: http://www.ecy.wa.gory/progiLams/wq/stormwater/constructiop/penilit.htinl ii. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. iii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Pennittee requests an extension within the initial 10-day response period. iv. Document BMP implementation and maintenance in the site log book. v. Continue to sample discharges daily until: a) Turbidity is 25 NTU (or lower); or b) Transparency is 33 cm (or greater); or c) The Permittee has demonstrated compliance with the water quality limit for turbidity: 1) No more than 5 NTU over background turbidity, if background is less than 50 NTU, or 2) No more than 10% over background turbidity, if background is 50 NTU or greater; or d) The discharge stops or is eliminated. D. pH Sampling Requirements -- Significant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more, and involves significant concrete work (significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete used over the life of a project) or the use of engineered soils (soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area Construction Stormwater General Permit—December 1, 2010 Page 17 drains to surface waters of the State or to a storm sewer system that drains to surface waters of the state, the Pennittee must conduct pH monitoring as set forth below. Note: In addition, discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for high pH are subject to a numeric effluent limit for pH; refer to Special Condition S8. I. For sites with significant concrete work, the Permittee must begin the pH monitoring period when the concrete is first poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). 2. For sites with engineered soils, the Permittee must begin the pH monitoring period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. During the applicable pH monitoring period defined above, the Permittee must obtain a representative sample of stonnwater and conduct pH analysis at least once per week. 4. The Permittee must monitor pH in the sediment trap/pond(s) or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stonnwater discharges to surface waters. 5. The benchmark value for pH is 8.5 standard wets. Anytime sampling indicates that pH is 8.5 or greater, the Permittee must either: a. Prevent the high pH water(8.5 or above) from entering storm sewer systems or surface waters; or b. If necessary, adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su) using an appropriate treatment BMP such as carbon dioxide (CO?) sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. 6. The Permittee must perform pH analysis on site with a calibrated pH meter, pH test kit, or wide range pH indicator paper. The Pennittee must record pH monitoring results in the site log book. Construction Stormwater General Permit—December 1, 2010 Page 18 S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Phone Reporting Anytime sampling performed in accordance with Special Condition S4.0 indicates turbidity has reached the 250 NTU phone reporting level, the Permittee must call Ecology's Regional office by phone within 24 hours of analysis. The web site is httn://www.ecy.w�i.gov/programs/wq/stormwater/construction/iermit.html. Also see phone numbers in Special Condition S4.C.5.b.i. B. Discharge Monitoring Reports Pennittees required to conduct water quality sampling in accordance with Special Conditions S4.0 (Turbidity/Transparency), S4.D (pH), S8 (303[d]/TMDL sampling), and/or G 13 (Additional Sampling) must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WebDMR program. To find out more information and to sign up for WebDMR go to: http://www.cey.wa.goy/programs/wq/permits/paris/wcbdmr.html. Permittees unable to submit electronically(for example, those who do not have an internet connection)must contact Ecology to request a waiver and obtain instructions on how to obtain a paper copy DMR at: Mailing Address: Department of Ecology Water Quality Program Attn: Stormwater Compliance Specialist PO Box 47696 Olympia, WA 98504-7696 Permittees who obtain a waiver not to use WebDMR must use the forms provided to them by Ecology; submittals must be mailed to the address above. Permittees shall submit DMR forms to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period, all Permittees must submit a DMR as required with "no discharge" entered in place of the monitoring results. For more information, contact Ecology staff using information provided at the following web site: http://www.ecv.wa.goy/pro rg ams/spills/response/assistancesoil%20map.pdf C. Records Retention The Permittee must retain records of all monitoring information (site log book, sampling results, inspection reports/checklists, etc.), Stormwater Pollution Prevention Plan, and any other documentation of compliance with permit requirements for the entire life of the constriction project and for a minimum of three years following the termination of permit coverage. Such information must include all calibration and maintenance records, and records of all data used to complete the application for this Construction Stormwater General Permit—DecemGer 1, 2010 Page 19 permit. This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Pennittee or when requested by Ecology. D. Recording Results For each measurement or sample taken, the Permittee must record the following information: 1. Date, place, method, and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s) the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee monitors any pollutant more frequently than required by this permit using test procedures specified by Special Condition S4 of this permit, the results of this monitoring must be included in the calculation and reporting of the data submitted in the Pennittee's DMR. F. Noncompliance Notification In the event the Permittee is unable to comply with any part of the terms and conditions of this permit, and the resulting noncompliance may cause a threat to human health or the environment, the Permittee must: 1. Immediately notify Ecology of the failure to comply by calling the applicable Regional office ERTS phone number (find at http•'/www ecv wa og_v/programs/spills/response/assistancesoil%20map pf) or refer to Special Condition S4.C.5.b.i. 2. Immediately take action to prevent the discharge/pollution, or otherwise stop or correct the noncompliance, and, if applicable,repeat sampling and analysis of any noncompliance immediately and submit the results to Ecology within five (5) days of becoming aware of the violation. 3. Submit a detailed written report to Ecology within five (5) days, unless requested earlier by Ecology. The report must contain a description of the noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and the steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. Construction Stormwater General Permit—December 1, 2010 Page 20 The Permittee must report any unanticipated bypass and/or upset that exceeds any effluent limit in the permit in accordance with the 24-11our reporting requirement contained in 40 C.F.R. 122.41(1)(6)). Compliance with these requirements does not relieve the Pennittee from responsibility to maintain continuous compliance with the terms and conditions of this pen-nit or the resulting liability for failure to comply. Refer to Section G14 of this permit for specific information regarding non-compliance. G. Access to Plans and Records l. The Permittee must retain the following permit documentation (plans and records) on site, or within reasonable access to the site, for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Pen-nit. b. Pen-nit Coverage Letter. c. Stornwater Pollution Prevention Plan (SWPPP). d. Site Log Book. 2. The Permittee must address written requests for plans and records listed above (Special Condition S5,G.1) as follows: a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a written request from the public for the Pennittee's plans and records,the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of a receipt of the written request; or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed; and provide access to the plans and records within 14 days of receipt of the written request; or Within 14 days of receipt of the written request, the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office, or a mutually agreed location. If plans and records are viewed and/or copied at a location other than at an Ecology office, the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged. The Permittee must notify the requester within 10 days of receipt of the request where the plans and records may be viewed and/or copied. Construction Stormwater General Permit—December 1, 2010 Page 21 S6. PERMIT FEES The Permittec must pay permit fees assessed by Ecology. Fees for stonmwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the pennit is terminated in accordance with Special Condition S 10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL The Pemmittee must handle and dispose of solid and liquid wastes generated by constriction activity, such as demolition debris, construction materials, contaminated materials, and waste materials from maintenance activities, including liquids and solids from cleaning catch basins and other stonnwater facilities, in accordance with: A. Special Condition S3, Compliance with Standards. B. WAC 173-216-110. C. Other applicable regulations. SS. DISCHARGES TO 303(D) OR TMDL WATER BODIES A. Sampling and Numeric Effluent Limits For Certain Discharges to 303(d)-listed Water Bodies 1. Per2ittees who discharge to segments of water bodies listed as impaired by the State of Washington under Section 303(d) of the Clean Water Act for turbidity, fine sediment, high pH, or phosphorus, must conduct water quality sampling according to the requirements of this section, and Special Conditions S4.C.2.b-f and S4.C.3.b-d, and must comply with the applicable numeric effluent limitations in S8.0 and S&D. 2. All references and requirements associated with Section 303(d) of the Clean Water Act mean the most current listing by Ecology of impaired waters (Category 5) that exists on January 1, 2011, or the date when the operator's complete permit application is received by Ecology, whichever is later. B. Limits on Coverage for New Discharges to TMDL or 303(d)-listed Waters Operators of construction sites that discharge to a 303(d)-listed water body are not eligible for coverage under this permit unless the operator: 1. Prevents exposing stormwater to pollutants for which the water body is impaired, and retains documentation in the SWPPP that details procedures taken to prevent exposure on site; or 2. Documents that the pollutants for which the water body is impaired are not present at the site, and retains documentation of this finding within the SWPPP; or Construction Stornnwater General Permit—December 1, 2010 .Page 22 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard, and retains such data on site with the SWPPP. The operator must provide data and other technical information to Ecology that sufficiently demonstrate: a. For discharges to waters without an EPA-approved or -established TMDL, that the discharge of the pollutant for which the water is impaired will meet in-stream water quality criteria at the point of discharge to the water body; or b. For discharges to waters with an EPA-approved or -established TMDL, that there is sufficient remaining wasteload allocation in the TMDL to allow construction stormwater discharge and that existing dischargers to the water body are subject to compliance schedules designed to bring the water body into attainment with water quality standards. Operators of construction sites are eligible for coverage wider this permit if Ecology issues permit coverage based upon an affirmative determination that the discharge will not cause or contribute to the existing impairment. C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d) List for Turbidity, Fine Sediment, or Phosphorus j 1. Permittees who discharge to segments of water bodies on the 303(d) list(Category 5) for turbidity, fine sediment, or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric effluent limits noted in Table 5 below. 2. As an alternative to the 25 NTU effluent limit noted in Table 5 below (applied at ! the point where stonnwater [or authorized non-stormwater] is discharged off-site), permittees may choose to comply with the surface water quality standard for turbidity. The standard is: no more than 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or no more than a 10% increase in turbidity when the background turbidity is more than 50 NTU. In order to use the water quality standard requirement, the sampling must take place at the following locations: a. Background turbidity in the 303(d)-listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge. b. Turbidity at the point of discharge into the 303(d)-listed receiving water, inside the area of influence of the discharge. 3. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition SS.F. Construction Stormwater General Permit—December 1, 2010 Page 23 Table 5. Turbidity, Fine Sediment& Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified ! Parameter Unit Analytical Sampling Numeric Effluent in 303(d) listing Sampled Method Frequency;' Limit' + Turbidity Turbidity NTU SM2130 or Weekly,if 25 NTU, at the point + Fine Sediment EPA180.1 discharging where stormwater is • Phosphorus discharged from the site;OR In compliance with the surface water quality standard for turbidity (S&C.1.a) 'Permittees subject to a numeric effluent limit for turbidity may, at their discretion, choose either numeric effluent limitation based on site-specific considerations including, but not limited to, safety, access and convenience. D. Discharges to Water Bodies on the 303(d) List for High pH 1. Permittees who discharge to segments of water bodies on the 303(d) list(Category 5) for high pH must conduct pH sampling in accordance with the table below, and comply with the numeric effluent limit of pH 6.5 to 8.5 so (Table 6). Table 6. pH Sampling and Limits for 303(d)-Listed Waters Parameter identified in Parameter Analytical Sampling Numeric Effluent'' 303(d) listing Sampled/Units Method Frequency Limit High pH pH/Standard pH meter Weekly, if In the range of 6.5 Units discharging 8.5 2. At the Permittee's discretion, compliance with the limit shall be assessed at one of the following locations: a. Directly in the 303(d)-listed water body segment, inside the immediate area of influence of the discharge: or b. Alternatively, the pennittee may measure pH at the point where the discharge leaves the construction site, rather than in the receiving water. 3. - Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5 — 8.5 su) constitute a violation of this pennit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S51. Construction Stormwater General Permit—December 1, 2010 Page 24 E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 1. Discharges to a water body that is subject to a Total Maximum Daily Load (TMDL) for turbidity, fine sediment, high pH, or phosphorus must be consistent with the TMDL. Refer to hL4p://www.ecy.wa.gov/progiams/wq/tmdl/index.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit, discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. i. The Penmittee must sample discharges weeldy or as otherwise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges,but has not identified specific requirements, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges,but has not excluded these discharges, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges from construction activity, the operator is not eligible for coverage under this permit. 2. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphors that is completed and approved by EPA before January 1, 2011, or before the date the operator's complete permit application is received by Ecology, whichever is later. TMDLs completed after the operator's complete permit application is received by Ecology become applicable to the Permittee only if they are imposed through an administrative order by Ecology, or through a modification of permit coverage. Construction Stormwater General Permit—December 1, 2010 Page 25 S9. STORDIWATER POLLUTION PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan(SWPPP) for construction activity in accordance with the requirements of this pen-nit beginning with initial soil disturbance and until final stabilization. A. The Pennittee's SWPPP roust meet the following objectives: 1. To implement best management practices (BMPs) to prevent erosion and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality, ground water quality, or sediment management standards. 3. To control peak volumetric flow rates and velocities of stormwater discharges. B. General Requirements 1. The SWPPP must include a narrative and drawings. All BMPs must be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: a. Information about existing site conditions (topography, drainage, soils, vegetation, etc.). b. Potential erosion problem areas. c. The 12 elements of a SWPPP in Special Condition S9.D.1-12, including BMPs used to address each element. d. Construction phasing/sequence and general BMP implementation schedule. e. The actions to be taken if BMP performance goals are not achieved—for example, a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. f. Engineering calculations for ponds and any other designed structures. 2. The Permittee must modify the SWPPP if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is, or would be, ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The Penmttee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than 10 days from the inspection or investigation. If Construction Stormwater General Permit —December 1, 2010 Page 26 installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period, c. Document BMP implementation and maintenance in the site log book. The Permittee inust modify the SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Management Practices (BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington(most recent edition), for sites west of the crest of the Cascade Mountains; or 2. Stormwater Management Manual for Eastern Washington (most recent edition), for sites east of the crest of the Cascade Mountains; or 3. Revisions to the manuals listed in Special Condition S9.C.I.& 2., or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention, that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: a. The technical basis for the selection of all stormwater BMPs (scientific, technical studies, and/or modeling) that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AI{ART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP —Narrative Contents and Requirements The Permttee must include each of the 12 elements below in Special Condition S9.D.1- 12 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land-disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Construction Stormwater General Permit—December 1, 2010 Page 27 b. Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Limit construction vehicle access and exit to one route, if possible. b. Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking sediment onto roads. e. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary(for example, during wet weather). Remove sediment from roads by shoveling,sweeping, or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.D.2.d. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 3. Control Flow Rates a. Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. b. Where necessary to comply with Special Condition S9.13.3.a, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements (for example, impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. 4. Install Sediment Controls The Permittee must design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, the Permittee must design,install and maintain such controls to: a. Construct sediment control BMPs (sediment ponds,traps, filters, etc.) as one of the first steps in grading. These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of Construction Stormwater General Permit—December 1, 2010 Page 28 resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages. e. Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration,unless infeasible. f. Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworlwd soils by application of effective BMPs that prevent erosion. Applicable BMPs include,but are not limited to: temporary and permanent seeding, sodding, mulching,plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base on areas to be paved, and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges, including both peals flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project,the Permittee must not allow soils to remain exposed and urnworked for more than the time periods set forth below to prevent erosion: West of the Cascade Mountains Crest During the dry season(May 1 - Sept. 30): 7 days During the wet season (October 1 -April 30): 2 days East of the Cascade Mountains Crest, except for Central Basin* During the dry season(July 1 - September 30): 10 days During the wet season(October i - Julie 30): 5 days The Central Basin*, East of the Cascade Mountains Crest Construction Storniwater General Permit—Decemher 1, 2010 Page 29 During the dry Season (July l - September 30): 30 days During the wet season (October 1 - June 30): 15 days *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f The Permittee must stabilize soil stockpiles from erosion, protected with sediment trapping measures, and where possible,be located away from storm drain inlets, waterways, and drainage channels. g. The Permittee must minimize the amount of soil exposed during construction activity. It. The Pennitfee must minimize the disturbance of steep slopes. i. The Permittee mast minimize soil compaction and, unless infeasible,preserve topsoil. 6. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include,but are not limited to, reducing continuous length of slope with terracing and diversions,reducing slope steepness, and roughening slope surfaces (for example,track walking). b. The Permittee must divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes,pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. c. At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. i. West of the Cascade Mountains Crest: Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type IA, 10-year, 24- hour frequency storm for the developed condition. Alternatively, the 10- year, 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as 'landscaped area." Construction Stormwater General Permit—December 1, 2010 Page 30 ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peal,flow velocity from a 6-1-nonth, 3-hour storm for the developed condition, referred to as the short duration stone. d. Place excavated material on the uphill side of trenclies, consistent with safety and space considerations. e. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain hilets a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). S. Stabilize Channels and Outlets a. Design, construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest: Channels must handle the peak 10- i minute velocity of flow from a Type lA, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6,may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the W WHM to predict flows,bare soil areas should be modeled as "landscaped area." ii. East of the Cascade Mountains Crest: Channels must handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition,referred to as the short duration storm. b. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches at the outlets of all conveyance systems. 9. Control Pollutants Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: Construction Stormwater General Permit—December 1, 2010 Page 31 a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stonnwater. b. Provide cover, containment, and protection from vandalism for all chemicals, liquid products,petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double- walled tanks do not require additional secondary containment. e. Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or fire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the salutary sewer with local sewer district approval. c. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. f Use BNIPs to prevent contamination of stonnwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. (Also refer to the definition for "concrete wastewater" in Appendix A-- Definitions.) g. Adjust the pH of stonnwater if necessary to prevent violations of water quality standards. h. Assure that washout of concrete trucks is performed offsite or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams.Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. i. Obtain written approval from F,cology before using chemical treatment other than CO2 or dry ice to adjust pH. 10. Control Dewatering a. Permittees must discharge foundation, vault, and trench dewatering water, which have characteristics similar to stonnwater runoff at the site, into a Construction Stormwater General Permit—December 1, 2010 Page 32 controlled conveyance system before discharge to a sediment trap or sediment pond. b. Permittecs may discharge clean,non-turbid dewatering water, such as well- point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Special Condition S9.D.8,provided the dewatering flow j does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. c. Other treatment or disposal options may include: L Infiltration. ii. Transport off site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. iii. Ecology-approved on-site chemical treatment or other suitable treatment technologies. iv. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or swale for small volumes of localized dewatering. d. Pcrmittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspection and monitoring-- Inspect,maintain and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintaining an updated construction SWPPP -- Maintain, update, and implement the SWPPP in accordance with Special Conditions S3, S4 and S9. Construction Stornz water General Permit—December 1, 2010 Page 33 E. SWPPP —Map Contents and Requirements The Pennittee's SWPPP must also include a vicinity map or general location map (for example, a USGS quadrangle map, a portion of a county or city map, or other appropriate map) with enough detail to identify the location of the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map (or maps) showing the entire construction site. The following features must be identified, unless not applicable due to site conditions: 1. The direction of north, property lines, and existing structures and roads. 2. Cut and fill slopes indicating the top and bottom of slope catch lines. 3. Approximate slopes, contours, and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. 5. Locations of structural and nonstructural controls(BMPs) identified in the SWPPP. 6. Locations of off-site material, stockpiles, waste storage, borrow areas, and vehicle/equipment storage areas. 7. Locations of all surface water bodies, including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface water body, including wetlands. 9. Location of water quality sampling station(s), if sampling is required by state or local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction- phase permit requirements apply. S10. NOTICE OF TERMINATION A. The site is eligible for termination of coverage when it has met any of the following conditions: l. The site has undergone final stabilization, the Pemnittee has removed all temporary BMPs (except biodegradable BMPs clearly manufactured Rrith the intention for the material to be left in place and not interfere with maintenance or land use), and all stormwater discharges associated with construction activity have been eliminated; or 2. All portions of the site that have not undergone final stabilization per Special Condition S10.A.1 have been sold and/or transferred(per General Condition G9), and the Permittee no longer has operational control of the construction activity; or Construction Stormwater General Permit—December 1, 2010 Page 34 3. For residential construction only, the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination, the Permittee must submit a complete and accurate Notice of Termination(NOT) form, signed in accordance with General Condition G2, to: Department of Ecology Water Quality Program - Construction Stor nwater PO Box 47696 Olympia, Washington 98504-7696 The termination is effective on the date Ecology receives the NOT form, unless Ecology notifies the Permittee within 30 days that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S 10.A. Permittees transferring the property to a new property owner or operator/permittee are required to complete and submit the Notice of Transfer form to Ecology, but are not required to submit a Notice of Termination form for this type of transaction. Construction Stormwater General Permit—December 1, 2010 Page 35 . GENERAL CONDITIONS GI. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general pennit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations, by a responsible corporate officer of at least the level of vice president of a corporation; 2. In the case of a partnership, by a general partner of a partnership; 3. In the case of sole proprietorship, by the proprietor; or 4. In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official. B. All reports required by this permit and other information requested by Ecology must be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: 1. The authorization is made in writing by a person described above and submitted to the Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility, such as the position of plant manager, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters. C. Changes to authorization. If an authorization under paragraph G2.B.2 above is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph G2.13.2 above must be submitted to Ecology prior to or together with any reports, information, or applications to be signed by an authorized representative. D. Certification. Any person signing a document under this section must make the following certification: "I certify under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering Construction Stormwater General Permit—December 1, 2010 Page 36 information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." G3. RIGHT OF INSPECTION AND ENTRY The Permittee must allow an authorized representative of Ecology, upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy—at reasonable times and at reasonable cost -- any records required to be kept under the terms and conditions of this permit. C. To inspect -- at reasonable times—any facilities, equipment (including monitoring and control equipment),practices, methods, or operations regulated or required under this permit. D. To sample or monitor—at reasonable times—any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit may be modified, revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification, revocation and reissuance, or termination include, but are not limited to, the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW, for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved, or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered render this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.2113 RCW and Chapter 173-226 WAC, the Director may terminate coverage for any discharger under this permit for cause. Cases where coverage may be terminated include, but are not limited to, the following: Construction Stormwater General Permit—December 1, 2010 Page 37 A. Violation of any term or condition of this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of pennit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226- 130(5), when applicable. The Director may require any discharger under this permit to apply for and obtain coverage under an individual permit or another more specific general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit is being developed, provided the request is made within ninety(90) days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application, or a supplement to the previous application, whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit. This application must be submitted at least sixty (60) days prior to any proposed changes. Filing a request for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit. Construction Storrnwater General Pertnit—December 1, 2010 Page 38 G9. TRANSFER OF GENERAL PERMIT COVERAGE Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels within a common plan of development or sale, if: A. A written agreement (Transfer of Coverage Form)between the current discharger (Penmittee) and new discharger, signed by both parties and containing a specific date for transfer of permit responsibility, coverage, and liability is submitted to the Director; and B. The Director does not notify the current discharger and new discharger of the Director's intent to revoke coverage under the general permit. If this notice is not given, the transfer is effective on the date specified in the written agreement. When a current discharger(Permittee) transfers a portion of a permitted site, the ciurent discharger must also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. G10. REMOVED SUBSTANCES The Permittee must not re-suspend or reintroduce collected screenings, grit, solids, sludges; filter backwash, or other pollutants removed in the course of treatment or control of stormwater to the final effluent stream for discharge to state waters. GIL DUTY TO PROVIDE INFORMATION The Permittee must submit to Ecology, within a reasonable time, all information that Ecology may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The Permittee must also submit to Ecology, upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)]. G12. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated in this permit by reference. G13. ADDITIONAL MONITORING Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. Consiruction Stormwater General Permit—December 1, 2010 Page 39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS Any person who is found guilty of willfully violating the terms and conditions of this permit shall be deemed guilty of a crime, and upon conviction thereof shall be punished by a fine of up to ten thousand dollars (510,000) and costs of prosecution, or by imprisonment in the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Any person who violates the terms and conditions of a waste discharge permit shall incur, in addition to any other penalty as provided by law, a civil penalty in the amount of up to ten thousand dollars ($10,000) for every such violation. Each and every such violation shall be a separate and distinct offense, and in case of a continuing violation, every day's continuance shall be deemed to be a separate and distinct violation. G15. UPSET Definition—"Upset"means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittee can identify the cause(s) of the upset; 2) the permitted facility was being properly operated at the time of the upset; 3) the Permittee submitted notice of the upset as required in Special Condition S51, and; 4) the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding, the Permittee seeking to establish the occurrence of an upset has the burden of proof. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. G17. DUTY TO COMPLY The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. Construction Stormwater General Permit—December 1, 2010 Page 40 G18. TOXIC POLLUTANTS The Permittee must comply with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions, even if this permit has not yet been modified to incorporate the requirement. G19. PENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this pennit shall, upon conviction,be punished by a tine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this condition, punishment shall be a fine of not more than $20,000 per day of violation, or imprisonment of not more than four(4) years, or both. G20. REPORTING PLANNED CHANGES The Permittee must, as soon as possible, give notice to Ecology of planned physical alterations, modifications or additions to the permitted construction activity. The Permittee should be aware that, depending on the nature and size of the changes to the original permit, a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, including but not limited to: for sites S acres or larger, a 20% or greater increase in acreage disturbed by construction activity. C. A change in or addition of surface water(s) receiving stormwater or non-stormwater from the construction activity. D. A change in the construction plans and/or activity that affects the Permittee's monitoring requirements in Special Condition S4. Following such notice,permit coverage may be modified, or revolted and reissued pursuant to 40 CFR 122.62(a) to specify and limit any pollutants not previously limited. Until such modification is effective, any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. Construction Stormwater General Permit—December 1, 2010 Page 41 G21. REPORTING OTHER INFORMATION Where the Pennittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five (45) days prior to commencement of such discharges, of any facility expansions,production increases, or other planned changes, such as process modifications, in the permitted facility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities, which inight necessitate unavoidable interruption of operation and degradation of effluent quality, must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT Any discharger authorized by this permit may request to be excluded from coverage under the general permit by applying for an individual permit. The discharger must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070, whichever is applicable, with reasons supporting the request. These reasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot. Ecology may make specific requests for information to support the request. The Director will either issue an individual permit or deny the request with a statement explaining the reason for the denial. When an individual permit is issued to a discharger otherwise subject to the construction stormwater general permit, the applicability of the construction stonnwater general permit to that Permittee is automatically tenninated on the effective date of the individual permit. G24. APPEALS A. The temis and conditions of this general permit, as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.21B RCW, and Chapter 173-226 WAC. B. The terms and conditions of this general permit, as they apply to an individual discharger, are appealable in accordance with Chapter 43.21E RCW within 30 days of the effective date of coverage of that discharger. Consideration of an appeal of general permit coverage of an individual discharger is limited to the general permit's applicability or nonapplieability to that individual discharger. C. The appeal of general permit coverage of an individual discharger does not affect ally other dischargers covered under this general pen-nit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s), the matter Construction Stormawater General Permit—December 1, 2010 Page 42 shall be remanded to Ecology for consideration of issuance of an individual permit or permits. G25. SEVERABILITY The provisions of this permit are severable, and if any provision of this permit, or application of any provision of this permit to any circumstance, is held invalid,the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. G26. BYPASS PROHIBITED A. Bypass Procedures Bypass, which is the intentional diversion of waste streams from any portion of a treatment facility, is prohibited for stormwater events below the design criteria for stormwater management. Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances (1, 2, 3 or 4) is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit, or adversely impact public health. 3. Bypass of stormwater is unavoidable, unanticipated, and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life, personal injury, or severe property damage. "Severe property damage"means substantial physical damage to property, damage to the treatment facilities which would cause them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, maintenance during normal periods of equipment downtime (but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. Construction Storinwater General Permit—December 1, 2010 Page 43 c. Ecology is properly notified of the bypass as required in Special Condition S5.17 of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Permittee must notify Ecology at least thirty (30) days before the planned date of bypass. The notice must contain: a. a description of the bypass and its cause b. an analysis of all known alternatives which would eliminate, reduce, or mitigate the need for bypassing. c. a cost-effectiveness analysis of alteratives including comparative resource damage assessment. d. the minimum and maximum duration of bypass under each alterative. e. a recommendation as to the preferred alternative for conducting the bypass. f. the projected date of bypass initiation. g. a statement of compliance with SEPA. h. a request for modification of water quality standards as provided for in WAC 173-201A-110, if an exceedance of any water quality standard is anticipated. i. steps taken or planned to reduce, eliminate, and prevent reoccurrence of the bypass. 5. For probable construction bypasses, the need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. if the bypass is necessary to perform construction or maintenance-related activities essential to meet the requirements of this permit. b. If there are feasible alteratives to bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, stopping production, maintenance during normal periods of equipment down time, or transport of untreated wastes to another treatment facility. c. If the bypass is planned and scheduled to minimize adverse effects on the public and the environment. Construction Stormwater General Permit—December 1, 2010 Page 44 After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors,Ecology will approve, conditionally approve, or deny the request. The public must be notified and given an opportunity to comment on bypass incidents of significant duration, to the extent feasible. Approval of a request to bypass will be by administrative order issued by Ecology under RC W 90.48.120. B. Duty to Mitigate The Permittee is required to take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable � likelihood of adversely affecting human health or the environment. Construction Stormwater General Permit—December 1, 2010 Page 45 APPENDIX A—DEFINITIONS AKART is an acronym for "all known, available, and reasonable methods of prevention, control, and treatment." AKART represents the most current methodology that can be reasonably required for preventing, controlling, or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus, which was completed and approved by EPA before January 1, 2011, or before the date the operator's complete pennit application is received by Ecology, whichever is later. A plp icant means an o ep rator seeking coverage under this permit. Best Management Practices (BMPs) means schedules of activities, prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems, operating procedures, and practices to control: stormwater associated with construction activity, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. Buffer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitive area. Bypass means the intentional diversion of waste streams from any portion of a treatment facility. Calendar Da v A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. Calendar Week(same as Week) means a period of seven consecutive days starting at 12:01 a.m. (0:01 hours) on Sunday. Certified Erosion and Sediment Control Lead (CESCL) means a person who has current certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C 160 in the SWMM). Clean Water Act(CWA) means the Federal Water Pollution Control Act enacted by Public Law 92-500, as amended by Public Laws 95-217, 95-576, 96-483, and 97-117; USC 1251et seq. Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer, and into which inflow is allowed by local ordinance. Common Plan of Development or Sale means a site where multiple separate and distinct construction activities may be taking place at different times on different schedules and/or by different contractors, but still under a single plan. Examples include: 1) phased projects and projects with multiple filings or lots, even if the separate phases or filings/lots will be constructed under separate contract or by separate owners (e.g., a development where lots are sold to separate builders); 2) a development plan that may be phased over multiple years, but is still under a Construction Stormwater General Permit—December 1, 2010 Page 46 consistent plan for long-term development; 3)projects in a contiguous area that may be unrelated but still under the same contract, such as construction of a building extension and a new parking lot at the same facility; and 4) linear projects such as roads, pipelines, or utilities. If the project is part of a common plan of development or sale, the disturbed area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of grab samples collected at the same sampling point at different times, formed either by continuous sampling or by mixing discrete samples. May be "time-composite" (collected at constant time intervals) or "flow-proportional' (collected either as a constant sample volume at time intervals proportional to stream flow, or collected by increasing the volume of each aliquot as the flow increases while maintaining a constant time interval between the aliquots. Concrete wastewater means any water used in the production, pouring and/or clean-up of concrete or concrete products, and any water used to cut, grind,wash, or otherwise modify concrete or concrete products. Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing, concrete saw cutting and surfacing (sawing, coring, grinding,roughening,hydro-demolition, bridge and road surfacing). When stormwater comingles with concrete wastewater, the resulting water is considered concrete wastewater and must be managed to prevent discharge to waters of the state, including ground water. Construction Activity means land disturbing operations including clearing, grading or excavation which disturbs the surface of the land. Such activities may include road construction, construction of residential houses, office buildings, or industrial buildings, and demolition activity. Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels. See definition of"hazardous substance" and WAC 173-340-200. Demonstrably quivalent means that the technical basis for the selection of all stormwater BMPs is documented within a S)APPP, including: 1. The method and reasons for choosing the stormwater BMPs selected. 2. The pollutant removal perfomnance expected from the BMPs selected. 3. The technical basis supporting the performance claims for the BMPs selected, including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology- based treatment requirements and state requirements to use all known, available, and reasonable methods of prevention, control, and treatment(AKART). Department means the Washington State Department of Ecology. Detention means the temporary storage of stormwater to improve quality and/or to reduce the mass flow rate of discharge. Construction Stormwaler General Permit—December 1, 2010 Page 47 Dewatering means the act of pumping groundwater or stormwater away from an active construction site. Director means the Director of the Washington Department of Ecology or his/her authorized representative. Dischamer means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clean Water Act. Domestic Wastewater means water carrying human wastes, including kitchen, bath, and laundry wastes from residences, buildings, industrial establishments, or other places, together with such ground water infiltration or surface waters as may be present. Ecology means the Washington State Department of Ecology. Engineered Soils means the use of soil amendments including, but not limited, to Portland cement treated base (CTB), cement kiln dust(CKD), or fly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational, source control, treatment, or innovative BMPs which result in equal or better quality of stonnwater discharge to surface water or to ground water than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water, wind, ice, or other geological agents, including such processes as gravitational creep. Erosion and Sediment Control BMPs means BMPs intended to prevent erosion and sedimentation, such as preserving natural vegetation, seeding,mulching and matting, plastic covering, filter fences, sediment traps, and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Final Stabilization(same as fully stabilized or full stabilization) means the establishment of permanent vegetative cover, or equivalent permanent stabilization measures (such as riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface water body. Hazardous Substance means any dangerous or extremely hazardous waste as defined in RCW 70.105.010 (5) and (6), or any dangerous or extremely dangerous waste as designated by rule under chapter 70.105 RCW; any hazardous sub-stance as defined in RCW 70.105.010(14) or any hazardous substance as defined by rule under chapter 70.105 RCW; any substance that, on the effective date of this section, is a hazardous substance under section 101(14) of the federal cleanup law, 42 U.S.C., See. 9601(14); petroleum or petroleum products; and any substance or category of substances, including solid waste decomposition products, determined by the director Construction Stormwater General Permit—December 1, 2010 Page 48 by rule to present a threat to human health or the environment if released into the environment. The term hazardous substance does not include any of the following when contained in an underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum, if the tank is in compliance with all applicable federal, state, and local law. Injection Well means a well that is used for the subsurface emplacement of fluids. (See Well.) Jurisdiction means a political unit such as a city, town or county; incorporated for local self- government. National Pollutant Discharge Elimination System (NPDES)means the national program for issuing, modifying,revolting and reissuing, terminating, monitoring, and enforcing permits, and imposing and enforcing pretreatment requirements,under sections 307, 402, 318, and 405 of the Federal Clean Water Act, for the discharge of pollutants to surface waters of the State from point sources. These permits are referred to as NPDES permits and, in Washington State, are administered by the Washington Department of Ecology. Notice of Intent(NOI)means the application for, or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination(NOT)means a request for termination of coverage under this general permit as specified by Special Condition S 10 of this permit. O erator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Pennittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's measure of acidity or alkalinity. A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH monitoring period means the time period in which the pI-I of stormwater runoff from a site must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Point source means any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, and container from which pollutants are or may be discharged to surface waters of the State. This term does not include return flows from irrigated agriculture. (See Fact Sheet for further explanation.) Construction. Stomiwater General Permit—December 1, 2010 Page 49 Pollutant means dredged spoil, solid waste, incinerator residue, filter backwash, sewage, garbage, domestic sewage sludge (biosolids), munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste. This term does not include sewage from vessels within the meaning of section 312 of the CWA, nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the CWA. Pollution means contamination or other alteration of the physical, chemical, or biological properties of waters of the State; including change in temperature, taste, color, turbidity, or odor of the waters; or such discharge of any liquid, gaseous, solid,radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful, detrimental or injurious to the public health, safety or welfare; or to domestic, commercial, industrial, agricultural, recreational, or other legitimate beneficial uses; or to livestock, wild animals, birds, fish or other aquatic life. Process wastewater means any water which, during manufacturing or processing, comes into direct contact with or results from the production or use of any raw material, intermediate product, finished product,byproduct, or waste product (40 CFR 122.1). Receiving water means the water body at the point of discharge. If the discharge is to a storm sewer system, either surface or subsurface, the receiving water is the water body to which the storm system discharges. Systems designed primarily for other purposes such as for ground water drainage, redirecting stream natural flows, or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered the receiving water. Representative means a stormwater or wastewater sample which represents the flow and characteristics of the discharge. Representative samples may be a grab sample, a thne- proportionate composite sample, or a flow proportionate sample. Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. Sanitary sewer means a sewer which is designed to convey domestic wastewater. Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits, and is transported by, suspended in, or deposited by water. Sedimentation means the depositing or formation of sediment. Sensitive area means a water body, wetland, stream, aquifer recharge area, or channel migration zone. SEPA (State Environmental Policy Act) means the Washington State Law, RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment; or an amount of a pollutant that has a Construction Stormwater General Permit—December 1, 2010 Page 50 i reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Sisarificant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete over the life of a project. Significant Contributor of Pollutants means a facility determined by Ecology to be a contributor of a significant amount(s) of a pollutant(s) to waters of the State of Washington. Site means the land or water area where any "facility or activity" is physically located or conducted. Source control BMPs means physical, structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few examples of source control BMPs are erosion control practices, maintenance of stormwater facilities, constructing roofs over storage and working areas, and directing wash water and similar discharges to the sanitary sewer or a dead end sump. Stabilization means the application of appropriate BMPs to prevent the erosion of soils, such as, temporary and permanent seeding, vegetative covers, mulching and matting,plastic covering and sodding. See also the definition of Erosion and Sediment Control BMPs. Storm drain means any drain which drains directly into a storm sewer system, usually found along roadways or in parking lots. Storm sewer system means a means a conveyance, or system of conveyances (including roads with drainage systems,municipal streets, catch basins, curbs, gutters, ditches, manmade channels, or storm drains designed or used for collecting or conveying stormwater. This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate, but flows via overland flow, interflow,pipes, and other features of a stormwater drainage system into a defined surface water body, or a constructed infiltration facility. Stormwater Management Manual (SWMM) or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent, control, or treat pollutants in stormwater. Stormwater Pollution Prevention Plan (SWPPP)means a documented plan to implement measures to identify,prevent, and control the contamination of point source discharges of stormwater. Surface Waters of the State includes lakes,rivers,ponds, streams, inland waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state of Washington. Construction Stormwater General Permit—December ], 2010 Page 51 Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion. Materials include, but are not limited to, mulch, riprap, erosion control mats or blankets and temporary cover crops. Seeding alone is not considered stabilization. Temporary stabilization is not a substitute for the more permanent"final stabilization." Total Maximum Dail Load means a calculation of the maximum amount of a pollutant that a water body can receive and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources. A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. The TMDL calculations must include a "margin of safety" to ensure that the water body can be protected in case there are unforeseen events or unknown sources of the pollutant. The calculation must also account for seasonable variation in water quality. Treatment BMPs means BMPs that are intended to remove pollutants from stormwater. A few examples of treatment BMPs are detention ponds, oil/water separators, biofiltration, and constructed wetlands. Transparency means a measurement of water clarity in centimeters (cm), using a 60 em transparency tube. The transparency tube is used to estimate the relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube. A transparency tube is sometimes referred to as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant, as defined in MTCA cleanup regulations. See definition of"contaminant" and WAC 173-340-200. Waste Load Allocation (WLA)means the portion of a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution. WLAs constitute a type of water quality based effluent limitation(40 CFR 130.2[h]). Water quality means the chemical, physical, and biological characteristics of water, usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as "waters of the United States" in 40 CFR Subpart 122.2 within the geographic boundaries of Washington State and "waters of the State" as defined in Chapter 90.48 RCW, which include lakes, rivers,ponds, streams, inland waters, underground waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state of Washington. Well means a bored, drilled or driven shaft, or dug hole whose depth is greater than the largest surface dimension. (See Injection well.) Construction Stormwater General Permit—December 1, 2010 Page 52 Wheel wash wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash(BMP C106: Wheel Wash), or other structure or practice that uses water to physically remove mud and debris from vehicles leaving a construction site and prevent track- out onto roads. When stonnwater comingles with wheel wash wastewater,the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.D.9. Construction Stornawater General Permit—Decemher 1, 2010 Page 53 APPENDIX B—ACRONYMS AKART All Known, Available, and Reasonable Methods of Prevention, Control, and Treatment B1ViP Best Management Practice CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations CKD Cement Kiln Dust cm Centimeters CTB Cement-Treated Base CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ESC Erosion and Sediment Control FR Federal Register NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington SEPA State Environmental Policy Act SWMM Stormwater Management Manual SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load U1C Underground Injection Control USC United States Code USEPA United States Environmental Protection Agency WAC Washington Administrative Code WQ Water Quality WWHM Western Washington Hydrology Model Construction Stormwater General Permit—December 1, 2010 Page 54 3. Notice of Public Hearing with Distribution List, AD Copy with confirmation from Kent Reporter, dated April 12, 2013 4. Notice of Application and Proposed Determination of Non-significance with Distribution List, AD copy, and confirmation from the Kent Reporter, dated March 1, 2013 5. Vicinity Map (1 Sheet), dated February 22, 2013 6. Project Site Plan/Location Map (1 Sheet), dated February 22, 2013 7. Project Plans (27 sheets), dated February 22, 2013 8. Tree Survey (8 sheets), dated February 22, 2013 9. Revised Cross Section to address Muckleshoot Concerns, dated April 3, 2013 10. Revised Landscape Plan to address Parks Department Concerns (3 sheets), dated April 3, 2013 11 . Green River Trail Drawing, dated April 3, 2013 12. Public Access Map, undated 13. SEPA Environmental Checklist ENV-201 3-3/21 3061 6, dated April 9, 2013 14. Environmental Review Report/Decision Document ENV-2013-3/RPSW- 2130616, dated April 9, 2013 15. City of Kent Mitigated Determination of Non-Significance & Distribution of SEPA materials (ENV-2013-3/RPSW-2130616), dated April 9, 2013 16. Biological Assessment for Green River Levee Improvements , River Mile 14.25 to River Mile 22.00, prepared by Shannon & Wilson, Inc., dated October 3, 2011 17, Addendum to Biological Assessment, Green River Levee Improvements Project, River Mile 14.25 to River Mile 22.0, prepared by Shannon & Wilson, Inc., dated February 20, 2013 18. Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013 19. Comment Letter received from Joan Nolan with Washington State Department of Ecology (DOE), dated April 1 , 2013 20. Staff Response from Ken Langholz with Public Works Department to Joan Nolan, dated April 5, 2013 21 . Comment Letter received from Karen Walter, with Muckleshoot Indian Tribe Fisheries Division, dated April 1 , 2013 22, Staff Response from Ken Langholz with Public Works Dept to Karen Walter, dated April 5, 2013 23. Email Comment received from John Neller, dated March 23, 2013 24. Staff Response (email) from Planner Erin George with Economic & Community Development to John Neller, dated March 25, 2013 25. Email Comment received from Larry Fisher, Washington Department of Fish & Wildlife, dated March 7, 2013 26. Briscoe - Desimone Levee Improvements Parking Lot Plan and Profile, received April 24, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 2 of 15 27. Memorandum from Ken Langholz re: Briscoe-Desimone Levee Improvement Project Response to Kent Bicycle Advisory Board Comment Letter, dated April 24, 2013 28. Comments by the Kent Bicycle Advisory Board (KBAB) on Green River Trail Levee Improvements from S 180th St to S 196th St, received April 24, 2013 The Hearing Examiner enters the following Findings and Conclusions based upon the testimony and exhibits admitted at the open record hearing: FINDINGS Application and Public Notice 1 . Ken Langholz, for the City Public Works Department (Applicant), requests a Shoreline Conditional Use Permit (SCUP) to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 2001h Street and South 189th Street in Kent, Washington.' The SCUP request is part of a project to install a flood wall to act as a secondary levee to reduce flood risk to the cities of Kent, Tukwila, and Renton (Briscoe-Desimone Levee Improvements Project). The flood wall is to be constructed in four segments, or reaches, along the east bank of the Green River. The northernmost segment, Reach 1 , and a small portion of Reach 2 are located in Tukwila (Desimone). Separate shoreline permit requests will be submitted to the City of Tukwila for the portions of the project located in Tukwila. Reach 3, Reach 4, and a portion of Reach 2 is located in Kent (Briscoe). Exhibit 1, Staff Report, pages 1 to 3; Exhibit 2; Exhibit 3; Exhibit 4; Exhibit 14. 2. The City of Kent (City) determined the application was complete on February 22, 2013. The City posted notice of the application on the property on February 28, 2013. On March 1 , 2013, the City published notice in the Kent Reporter and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the property. On April 12, 2013, the City posted notice of the open record hearing associated with the application on the property, published notice in the Kent Reporter, and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the subject property. Exhibit 1, Staff Report, page 6; Exhibit 4; Exhibit 3. The City of Kent (City) Shoreline Permit Application identifies the property as King County Parcel Nos. 02204-9047, 000020-0043, and 7 8 8880-01 1 1. Exhibit 2. The City Mitigated Determination of Nonsignificance states the Kent portion of the project is identified as King County Parcel Nos. 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210, Exhibit 15. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 3 of 15 State Environmental Policy Act (SEPA) 3. The City acted as lead agency and analyzed the environmental impact of the entire Briscoe-Desimone Levee Improvements Project. The City determined that, with two conditions, the project would not have a probable significant adverse impact on the environment and issued a Mitigated Determination of Nonsignificance (MDNS) on April 9, 2013.2 The two MDNS conditions require the Applicant to evaluate the impacts to shallow groundwater movement through the flood wall and implement appropriate mitigation measures, should groundwater impacts be identified, and to finish the flood wall on the landward and waterward sides with aesthetic elements to enhance appearance and promote compatibility with surrounding uses. Measures to mitigate groundwater impacts could include, but are not limited to, staggering the lengths of the sheet piles to allow flow through or provide openings in the sheet piles to allow for groundwater movement through the wall. Erin George, City Senior Planner, testified that the MDNS was not appealed. Ms. George added that the project is at approximately 35 percent design now, and that the need for and design of groundwater mitigation would be worked out when the project is at an 80 to 100 percent design stage. The MDNS was not appealed. Exhibit 1, Staff Report, page 19; Exhibit 15; Testimony of Ms. George. Comprehensive Plan and Zoning 4. The City Comprehensive Plan designates the property Industrial (1) and Open Space (OS). Kent Comprehensive Plan (Comprehensive Plan), Land Use Map, Figure 4.7 (revised May 4, 2006 Ord. No. 3794). Part of the Green River Trail (Trail) is located within the property designated OS. Exhibit 1, Staff Report, page 4. The "I" designation is an area for manufacturing and warehouse uses, with office and business park development, certain types of retail supporting manufacturing and office park uses, and bulk retail. Comprehensive Plan, Land Use Element, page 4-56. The "OS" designation represents publicly owned land that is a large active park, undeveloped, or developed for passive recreation open space land that may have environmental sensitivity. Comprehensive Plan, Land Use Element, page 4- 57. The City considered the comments from the Washington State Department of Ecology (DOE), dated April 1, 2013, and the Muckleshoot Indian Tribe Fisheries Division, dated April 1, 2013, in response to the Notice of Application and SEPA Environmental Checklist, and responded in letters dated April 4, 2013, and April 5, 2013, respectively. Erin George, City Senior Planner, testified that a wider vegetated buffer than proposed would not be possible without City acquisition of existing warehouse buildings along the river front at a cost of approximately $920 million. Ms. George testified that the City cannot afford that additional cost at this time. Exhibit 19; Exhibit 20; Exhibit 21; Exhibit 22; Testimony of Ms. George. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130628 Page 4 of 15 5. Comprehensive Plan Shoreline Element goals and policies' are relevant to the proposal. Shoreline Element goals and policies call for: avoiding, or if not possible, minimizing, all significant adverse shoreline impacts; regulating development on shorelines within Shoreline Management Act (SMA) jurisdiction; using fish-friendly structures where structures are rebuilt, with levees and revetments set back to the maximum extent possible; and providing public pedestrian shoreline access for public safety, comfort, and minimal private property and individual privacy impacts. Shoreline Element goals and policies also call for enhancing and preserving public shoreline upland area views; maintaining and enhancing City parks, trails, and public access facilities adjacent to shorelines; enhancing vegetation within City shoreline areas; removing invasive or noxious weeds; avoiding significant ecological impacts that alter water quality, quantity, or hydrology; designing dikes and levees as part of a comprehensive flood hazard reduction program with environmental enhancement measures; maintaining, restoring, or enhancing watershed processes, and fish and wildlife habitat; contributing to Chinook salmon and other anadromous fish conservation and recovery; and improving the health of the Green River and its tributary streams. Comprehensive Plan, Shoreline Element, City Shoreline Master Program (SMP) September 2009, pages 30 to 32, 36, 37, 43, 47, 70, 133, and 135. 6. The property is located in the City's M1 (Industrial Park) and M2 (Limited Industrial) zoning districts. The purpose of the M1 district is to provide an environment exclusively for and conducive to the development and protection of a broad range of industrial, office, and business park activities, as designated in the Comprehensive Plan. The district is intended to provide areas for those that desire to conduct business and industrial activities in a location with an atmosphere of prestige, in which environmental activities are protected through a high level of development standards, and to allow certain limited commercial land uses that provide necessary personal and business services for the general industrial area. Kent City Code (KCC) 15.03.010. The purpose of the M2 district is to provide areas suitable for a broad range of industrial and warehouse/distribution activities. Non- industrial uses, particularly office and retail, are restricted in accord with the manufacturing/industrial center designation in the Comprehensive Plan. KCC 15.03.010. Exhibit 1, Staff Report, page 4. 7. Property in the area of the project is currently used as a levee and Green River Trail, with existing trees and shrubs. The existing levee berm slopes from 50 to 80 percent grade. Two public-access points are located on the 3 As part of the comprehensive update of the Kent Shoreline Master Program (KSMP) in September 2009, Ordinance No. 3931 replaced Appendix C "1999 Kent Shoreline Master Program — Goals and Policies" with "Chapter 13, Shoreline Element" in the City's Comprehensive Plan. The Shoreline Element includes the goals and policies of the September 2009 SMP. Exhibit 1, Staff Report, page 9. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Deslmone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 5 of 15 east bank of the Green River north of Reach 2; four are located south of Briscoe Park, within Reach 3; one is located south of Reach 3 and north of Reach 4 along the east bank of the Green River; and one is located within Reach 4 at approximately South 200 St. The project area is flat except for the existing levee berm. Property surrounding the project area is developed with office park uses, including warehouses, manufacturing, and light industrial uses, with surrounding parking. Exhibit 1, Staff Report, page 4; Exhibit 7; Exhibit 8; Exhibit 12. 8. Briscoe Park is located between Reach 2 and Reach 3 on the east bank of the Green River. Briscoe Park is located in the river bend, northwest of South 1901h Street, and contains trails, a portable restroom, and a picnic shelter. No levee work is proposed for Briscoe Park. Exhibit 1, Staff Report, page 5; Exhibit T Exhibit 12. Shoreline Management Act (SMA) 9. The State Shoreline Management Act (SMA) and the Kent Shoreline Master Program (KSMP) regulate activity within 200 feet of the ordinary high-water mark (OHWM) of shorelines of the state. RCW 90.58.030(2)(c); RCW 9058.030(2)(f); RCW 90.58.040. The proposed Briscoe levee improvements would be located within 200 feet of the Green River, a shoreline of the state under Section 173-18-350 of the Washington Administrative Code (WAC) and a Shoreline of Statewide Significance under RCW 90.58.030(2)(e)(v). Any substantial development within the shoreline requires approval of a shoreline substantial development permit (SSDP). Substantial development is any development in which the total cost or fair market value exceeds $5,718.00, or any development that materially interferes with the normal public use of the water or shorelines of the state. RCW 90.58.030(3) (e). Exhibit 1, Staff Report, page 4; Exhibit 7. 10. One purpose of the SMA is to manage the shorelines of the state by planning and fostering reasonable and appropriate uses. The policy of the Act "contemplates protecting against adverse effects to the public health, the land and its vegetation and wildlife, and the waters of the state and their aquatic life." RCW 90.58.020. The Act mandates that local jurisdictions give preference to the following uses when developing shoreline master programs for shores of statewide significance: a. Recognize and protect the state-wide interest over local interest; b. Preserve the natural character of the shoreline; c. Result in long term over short term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned areas of the shorelines; Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 6 of 15 f. Increase recreational opportunities for the public in the shoreline; g. Provide for any other element as defined in RCW 90.58.100 deemed appropriate or necessary. RCW 90.58.020, Elements a. - f. are the same polices adopted by the KSMP for review of decisions involving Shorelines of State-Wide Significance. Chapter 3.C.8 KSMP. 11 . The KSMP establishes development policies and performance standards for major waterways and their shorelines extending 200 feet landward of the OHWM. The KSMP designates the project area as "High Intensity" except for the area where the Green River Trail is located, which is designated Urban Conservancy-Open Space. The purpose of the High Intensity environment is to provide for high-intensity, water-oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded. A High Intensity designation is also used for appropriate lands that are either separated from the shoreline or are not suitable for water-oriented use. The purpose of the Urban Conservancy-Open Space environment is to "protect and 'restore' . . . ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." Chapter 2,C KSMP, pages 12-18; Exhibit 1, Staff Report, page 4. 12. The KMSP policies for the High Intensity environment give first priority to water-dependent uses, and second priority to water-related and water- enjoyment uses. Non-water uses may be allowed on shorelands separated from the shoreline by other properties, such as the Green River Trail corridor, and where public access improvements or shoreline restoration is included as part of the development. The KSMP policies for the Urban Conservancy-Open Space environment include giving priority to water-oriented recreational uses, implementing public access and public recreation objectives, and restoring ecological functions. Dikes and levees may be permitted within the High Intensity and Urban Conservancy-Open Space environment. Dikes and levees are authorized with a SCUP and must be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Chapter 2.0 KSMP, pages 12-18; chapter4.B KSMP, page 50; chapter4.C.7.c.6 KSMP, page 71. 13. The KSMP contains policies and regulations that apply to all uses in the shoreline, including Archaeological and Historic Resources (chapter 3.13.2 KSMP); Environmental Impacts (chapter 3.13.4 KSMP); Flood Hazard Reduction and River Corridor Management (chapter 3.13.5 KSMP); Public Access (chapter 3.13.7 KSMP); Shorelines of State-Wide Significance (chapter Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 7 of 15 3.B.8 KSMP); Vegetation Conservation (chapter 3.B.11 KSMP); and Water Quality and Quantity (chapter 3.13.12 KSMP). The KSMP policies for dikes and levees require consistency with a comprehensive flood hazard reduction program and environmental enhancement. Regulations include compliance with the Washington State Department of Fish and Wildlife Hydraulic Project Approval (HPA), federal levee criteria, and the minimum height required to protect adjacent lands (chapter 4.C.7 KSMP). The KSMP also contains L policies to encourage recreational development, and regulations to ensure ecological restoration and public access (chapter 5.C.7 KSMP). KSMP (September 2009). Flood Control 14, The existing levee does not meet federal levee safety standards. The proposed flood wall would meet Federal Emergency Management Association (FEMA) accreditation standards. The wall would provide 500-year flood protection to properties behind the wall. When completed, properties behind the wall would no longer be located within the 100-year floodplain. Construction of the proposed flood wall is part of a larger effort by the City to obtain FEMA accreditation for the City levee system. The Applicant has submitted a completed Flood Zone Control Permit to the City, and would be required to comply with the City's flood hazard regulations set forth within chapter 14.09 KCC. The project is also designed to be consistent with the 2006 King County Flood Hazard Management Plan, including policies PROJ-1, PROJ-5, PROJ-6, and PROJ-8. Exhibit 1, Staff Report, pages 12, 18 to 19, and 22 to 23. Water Quality 15. The Applicant would prepare a site-specific temporary erosion and sediment control (TESC) plan and Stormwater Pollution Prevention Plan (SWPPP), which would include best management practices. No in-water or over-water construction would occur. The project would comply with the City Surface Water Design Manual and City Construction Standards. The Applicant would obtain a National Pollutant Discharge Elimination System (NPDES) Construction Stormwater General Permit. Runoff from the located, paved Trail would infiltrate on-site, similar to existing conditions, and would not significantly increase flow levels. Exhibit 1, Staff Report, pages 4 and 19; Exhibit 16. Archeological Resources 16. Historical Research Associates, Inc., prepared a Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, dated March 18, 2013, for the Applicant. The Assessment states there are no archaeological sites found or amended on the site, no human remains, no historic properties, and no traditional cultural Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 8 of 15 places (TCPs). The Applicant would stop construction should archaeological materials be discovered during project activities. Exhibit 18. Transportation and Public Access 17. The Green River Trail is used for biking and walking along the Green River. The portion of the Trail within the project area is 10 feet wide. Existing areas of trail located on top of the levee berm would be removed and a new, wider, paved trail would be constructed landward of its current location, adjacent to the new flood wall. During project construction, trail users would need to detour around the construction area. Trail users would be notified at least 2 weeks before construction closure. All public-access points would be maintained; stairways would be constructed where necessary. Hand rails would be placed on top of the new flood wall for pedestrian safety. There would be a maximum one-quarter mile distance between public access points. Exhibit 1, Staff Report, pages 5 and 12. 18. A parking lot serving Briscoe Park and the Green River Trail would be used as a construction staging area, and the lot would be closed during project construction. The parking lot is located south of Briscoe Park and adjacent to the S 1901h Street cul-de-sac bulb. According to the City Parks Department, the impact of the parking lot closure would be minor because Briscoe Park is primarily used by trail pedestrians and cyclists, not recreationists arriving by car, and there is adequate parking within the adjacent business park for the 8 to 10 vehicles used by business park employees that typically park in the lot each day. The level of the parking lot would be raised to match the level of the Trail to allow for trail and park access after new flood wall construction. Access would include ADA access and maintenance access. Exhibit 1, Staff Report, pages 5 and 21. 19. The new flood wall would appear 8 to 13 feet tall when viewed from adjacent businesses. The flood wall would extend approximately 3 feet above the surface of the relocated Trail, and the handrail would extend approximately 1 .5 feet from the top of the flood wall. Exhibit 1, Staff Report, page 21; Exhibit 7. 20. The Kent Bicycle Advisory Board (KBAB) submitted comments expressing concern about the impact of proposed levee improvements to the walking and bicycling public. The KBAB recommended keeping a generous number of access points to the Trail for pedestrians, bicyclists, emergency vehicles, and maintenance vehicles; an eight-foot radius on the inside of any corner for bicyclists at at-grade trail access points; a 12-foot-wide trail; ramps to roll a bicycle to and from the Trail; lighting over the parking lot and trail access point; identified and signed detour routes; and an open driveway on the north side of South 196th Street as a detour until the south-side, Three Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 9 of 15 Friend Fishing Hole Road route is open. The KBAB listed recommendations for each access point, Access Points A through P. Exhibit 28. 21 . Melvin Roberts, KBAB, testified that the Trail should be 12 to 14 feet wide to accommodate trail users. Mr. Roberts added that channels should be added where needed on access stairways to roll bicycles up from and down to the Trail. Testimony of Mr. Roberts. 22. The City responded to the KBAB comments in a memorandum dated April 24, 2013, that the proposed project design meets KBAB recommendations. The proposed radius would exceed 8 feet and the relocated Trail would range from 12 to 14 feet wide. The City would consider a ramp along stairways for bicycle loading. The Three Friends Fishing Hole Park Road would open in summer 2013, with construction on the north side of 200t" Street beginning in October 2013. The 1901h Street parking lot would be raised to provide ride-on bicycle access to the Trail. The City Parks Department does not recommend installing lighting because lighting a remote area would encourage un-sanctioned activity after dark. The City notes that adjacent businesses would be empty in the evening, and surveillance opportunities would not exist. The memorandum listed detailed plans for each access point, Access Points A through P. Exhibit 27. 23. The west portion of the Stress-Tek parking lot and the south portion of the Rivers Edge Business Park may also be used as construction staging areas. Two of three Rivers Edge Business Park buildings are vacant and are owned by the King County Flood Control District. The City would work directly with the Stress-Tek owner and the owner of the remaining Rivers Edge Business Park business to minimize impact on business operation. A King County Special Use Permit may be required for staging use. Exhibit 1, Staff Report, pages 21 to 22. Landscaping and Habitat Improvements 24. The existing levee's steep walls are covered by invasive plants. A sloped floodplain bench would be constructed in the Briscoe project area in place of the existing levee. The bench would be constructed by excavating the existing levee slope, beginning at the OHWM and sloping upward to the new flood wall, with backfill placed against the wall. The sloped floodplain bench would be inundated for approximately 40 days during the primaryjuvenile salmonid outmigration period from January through June. The sloped floodplain bench would improve habitat over the current levee condition. Excavation of the proposed benches would also increase flood storage by approximately 40,000 cubic yards. Ms. George testified that the City would coordinate proposed construction with the Muckleshoot Indian Tribe to ensure tribal fishing rights are preserved. Ms. George added that the City will coordinate with owners of property adjacent to the proposed construction Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 10 of 15 when plans near the 100 percent design stage, and that City design and construction standards require clean fill be used for the project. Exhibit 1, Staff Report, page 18; Exhibit 9; Exhibit 10; Testimony of Ms. George. 25. Views of the river from adjacent businesses would be impacted by construction of the proposed flood wall. Landscaping would provide view corridors through the vegetation for trail users. All planting zones would be densely covered with shrubs for habitat, but low- and medium-density planting zones will contain trees spaced to provide sightlines. Trees removed as part of construction would be replaced by a greater number of native trees and shrubs, which would provide bird and mammal nesting, and rearing habitat. Trees and shrubs would be planted on the waterward side of the existing levee berm. As trees and shrubs grow, shade, woody debris, insect drop and leaf litter would increase to the benefit of fish in the river. The trees planted in this location would not be subject to diameter or height restrictions. Ms. George testified to correspondence with Larry Fisher, Washington Department of Fish and Wildlife (WDFW), that the proposed landscaping would improve habitat. Ms. George added that there is a minimum 1 :1 tree removal and replacement ratio required. Exhibit 1, Staff Report, pages 12, 18, and 22; Exhibit 9; Exhibit 10; Exhibit 11; Testimony of Ms. George. 26. Ongoing City habitat improvement projects exist at Riverview Park, the Leber Property, and the Downey Farmstead. These projects will add over 3,000 linear feet of new channel and floodplain habitat in the Green River, particularly for salmon. Exhibit 1, Staff Report, page 23. Hearing Testimony and Comments 27. In an email dated March 23, 2013, John Neller expressed concern that a minimum two-week notice of trail closures be provided for trail users. Ms. George responded for the City that a proposed condition of approval would require at least two weeks' notice. Mr. Neller testified that he uses the Trail for bicycle commuting, and that providing notice more than two weeks in advance would provide helpful notice to bicycle commuters. Mr. Neller also requested that the City provide satisfactory detour routes to bicyclists during construction, where bicyclists would be comfortable riding and where traffic light operation is favorable to bicyclist road crossings. Exhibit 24; Testimony of Ms. George; Testimony of Mr. Neller. 28. Ken Langholz, City Public Works Department, testified that proposed improvements would be constructed over the course of one year and that the first construction would occur within Reach 3. Mr. Langholz testified that there is a public-access point at the levee within that reach and that the City would work with the necessary property owner to ensure a public-access Findings, Condusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 11 of 15 point within Reach 2. Mr. Langholz added that he would speak with the City traffic department about traffic signal operation. Testimony of Mr. Langholz. 29. Ms. George testified that, with four proposed conditions of approval, proposed improvements meet SCUP review criteria, are consistent with the City Comprehensive Plan, and comply with the KSMP. Ms. George testified that City staff recommends approval of the SCUP request. Testimony of Ms. George. CONCLUSIONS Jurisdiction The Hearing Examiner has jurisdiction to hear and decide this application pursuant to authority granted by the legislature to the City in chapter 35A.63 of the Revised Code of Washington and authority granted by the City of Kent in chapter 2.32 of the Kent City Code (KCC). KCC 2.32.090.A.1.f. Criteria for Review The criteria for a shoreline conditional use permit are set forth in chapter 7.C. of the Kent Shoreline Master Program (September 2009). The Hearing Examiner may approve a shoreline conditional use permit if the proponent satisfies the following criteria set forth in WAC 173-27-160, as summarized: 1 . The proposed use will be consistent with the policies of RCW 90.58.020 and the policies of the Kent Shoreline Master Program. 2. The proposed use will not interfere with the normal public use of public shorelines. 3. The proposed use of the site and design of the project will be compatible with other permitted uses within the area. 4. The proposed use will cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. 5. The public interest suffers no substantial detrimental effect. Consideration shall be given to the cumulative impacts of additional requests for like actions in the area. WAC 173-27-160; chapter 7.0 KSMP. Special conditions may be necessary to prevent undesirable effects of the proposed use. Chapter 7.C.1 .a. of the KSMP grants authority to the Hearing Examiner to attach such conditions to a shoreline conditional use permit. The criteria for review adopted by the Kent City Council are designed to implement the requirement of chapter 36.7013 RCW to enact the Growth Management Act. In particular, RCW 36.7013.040 mandates that local jurisdictions review proposed development to ensure consistency with City development regulations, considering Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 12 of 15 the type of land use, the level of development, infrastructure, and the characteristics of development. RCW 36.708,040. Conclusions Based on Findings 1. With conditions, the proposed use would be consistent with the policies of RCW 90.58.020 and the policies of the Kent Shoreline (Waster (Program. The proposed use recognizes the state interest in flood protection and would result in long-term benefits from flooding. The proposed levee project would be consistent with SMA goals to protect the character of the shoreline area, its resources, and its ecology. Levees are allowed as conditional uses within the High Intensity and Urban Conservancy-Open Space shoreline environment. The proposed project would reduce flood hazards in the area consistent with the 2006 King County Flood Hazard Management Plan. No archaeological sites have been identified in the project area. The proposed setback levee would protect upland property. The City provided adequate notice and .opportunity to comment on the proposed project and provided an open record hearing. The City carried out environmental review under the State Environmental Policy Act and issued a Mitigated Determination of Nonsignificance (MDNS). The City's MDNS was not appealed. Conditions are necessary to ensure that Green River Trail users are provided with at least two weeks advance notice of trail closures that proposed construction will not interfere with any tribal fishing and river access, and that any trees removed from the site are replaced with native species at a minimum 1 :1 removal to replacement ratio. Findings 1-29. 2. With conditions, the proposed use would not interfere with the normal public use of public shorelines. The proposed setback levee would be located behind the existing Green River levee. As with any new construction, there would be temporary impacts to the shoreline environment in completing the project, filling for the levee, and finishing the flood wall. Briscoe Park would not be impacted by construction. The Green River Trail would be relocated along the water side of the new flood wall. Trail detour routes would be provided during construction. Some parking areas would be temporarily closed and used as construction staging areas. The City would obtain any necessary permits and would coordinate with property owners to minimize any disruption. Adequate parking is available within the adjacent business park area. After construction, landscaping would provide views to the river from the Trail. Conditions are necessary to ensure that trail users are provided with at least two weeks' notice of upcoming trail closures due to construction and that proposed construction will not interfere with any tribal fishing and river access. Findings 1, 3 - 29. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 13 of 15 3. With conditions, the proposed use of the site and the design of the project would be compatible with other permitted uses within the area. The project area is located within the Industrial Park (Ml) and Limited Industrial (M2) zoning districts, which provide for a broad range of industrial, office, and business park activities where environmental activities are protected through development standards. The proposed project would provide 500-year flood protection to surrounding property. The proposed use and project design would maintain the Green River Trail. Conditions are necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. 4. With conditions, the proposed use would cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. The KSMP designates the area as High Intensity and Urban Conservancy-Open Space. The City issued a MDNS with two conditions after reviewing the environmental impact of the proposal and determining that the proposed development would not have a probable significant adverse impact on the environment. Proposed construction would improve fish and wildlife habitat. The proposed use would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional impervious surface would result from the levee construction. Conditions are necessary to ensure that trees removed within the shoreline area would be replaced with native species. Conditions are necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29, S. With conditions, the public interest would suffer no substantial detrimental effects from the proposed project. The proposed project would provide 500-year flood protection to existing properties. The proposed project would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional levees are proposed for this area. Conditions are also necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29, DECISION Based upon the preceding Findings and Conclusions, the request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200`h Street and South 189th Street in Kent, Washington, is APPROVED, subject to the following conditions:4 4 This decision includes conditions required to reduce project impacts as well as conditions required to meet City code standards. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 14 of 15 1 . Construction pursuant to this Shoreline Conditional Use Permit shall not begin and is not authorized until twenty-one days from the date the Department of Ecology's final order on the permit is transmitted to the City. 2. Notification for Green River Trail users shall be provided on-site and on the City's website a minimum of 2 weeks prior to closure of the Trail. 3. To ensure that the proposed construction will not interfere with any tribal fishing and river access, the City shall coordinate with the Muckleshoot Indian Tribe Fisheries Division a minimum of 30 days prior to construction. 4. Removed trees shall be replaced at a minimum 1 :1 ratio and replacement trees shall be native species. Any proposed revisions to the planting plan shall be submitted to review and approval by Planning Services. DATED this 8th day of May 2013, KIMBERLY A. ALLEN Hearing Examiner Sound Law Center Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 15 of 15 ECONOMIC & COMMUNITY DEVELOPMENT Ben Wolters, Director PLANNING SERVICES Fred Satterstrorn, AICP, Director KEN T Charlene Anderson, AICP, Manager W A9 HINGipN '. Phone: 253-856-5454 Fax: 253-856-6454 Address: 220 Fourth Avenue S Kent,WA 98032 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Decision Document May 9, 2013 City of Kent Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Planner: Erin George, AICP I. PROPOSAL DESCRIPTION AND LOCATION: The City of Kent Public Works Department proposes to Install a structural steel sheet pile wall at the back of the existing levee slope to act as a secondary levee to reduce flood risk to the cities of Kent, Tukwila and Renton. The proposed flood wall will provide a minimum of 3 feet of freeboard above the predicted. 500-year flood event in order to meet FEMA accreditation requirements. The flood wall will be constructed in three segments ("reaches") along the east bank of the Green River, between South 2OWi` Street and South 18P Street. A fourth segment of the project, "Reach 1," is located In Tukwila, A Shoreline Substantial Development Permit for that segment will be submitted to the City of Tukwila. The sheet plies will be installed using vibratory equipment (but no impact hammers) and will be between 23 and 64 feet deep, depending on location. The above-ground portion of the wall will range from 8 feet to 13 feet tall, when viewed from surrounding businesses. To allow for re-vegetation and habitat restoration, earthen benches will be constructed where feasible along the riverbank slope. These benches will entail excavation between the ordinary high water mark and the existing Green River trail to create a bench of up to 15 feet wide where native trees and shrubs will be planted. Approximately 40,000 cubic yards of earth will be removed to create the planting benches. An estimated 277 trees and 29 stumps will be removed, in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches. The existing asphalt trail will remain on top of the levee berm, but will be relocated further landward adjacent to the flood wall, which will be topped with handrails for safety. The flood wall will extend approximately 3 feet above the surface of the new trail, plus a 1.5 foot handrail. Approximately 6,000 cubic yards of fill material will be used to construct the new trail. All existing public access points will be maintained and where necessary, Decision Document Briscoe-Desimonc Levee Improvements < SMA-2013-2 #RPSP-2130517 stairways will be constructed to preserve access to the trail. The Green River Trail will be temporarily closed in sections during construction, with detours provided, and will return to normal operations after construction. The parking lot serving the Green River Trail located adjacent to the cul-de-sac, bulb of South 190th Street will be raised to match the trail elevation. This will improve trail access by providing ADA accessibility as well as maintenance access. Existing use of other adjacent properties will remain unchanged. The project area is located on the east bank of the Green River between South 200th Street and South 189th Street, identified as King County Parcel Numbers 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210, Pursuant to the Kent Shoreline Master Program, a Shoreline Conditional Use permit is required. A public hearing was held on the Shoreline Conditional Use application on April 24, 2013 and a decision for approval was issued by the Kent Hearing Examiner on May 8, 2013. TI. CITY OF KENT COMPREHENSIVE EL N ' ZONING AND SHORELINE 19ESIGNATIQN: The project area includes land zoned M1 (Industrial Park) and M2 (Limited Industrial). The corresponding Comprehensive Plan Land Use Map designations are I (Industrial) and in the area where the trail is located, OS (Open Space). Properties within the project area are currently used as a levee and recreational trail. Properties surrounding the project area are developed with office park uses including warehousing, manufacturing and light industrial uses. The entire project area is located within 200 feet of the Green River, a Shoreline of Statewide Significance. Accordingly the proposed project is subject to the City of Kent Shoreline Master Program (SMP). The project area is designated by the Kent SMP as High Intensity, with a parallel designation of Urban Conservancy-Open Space where the Green River Trail is located. III. ENVIRONMENTAL CONSIDERATION; A. Environmental Assessment Environmental review pursuant to the State Environmental Policy Act was completed and a Mitigated Determination of Non-Significance (MDNS) was issued for this proposal on April 9, 2013 (ENV-2.013-3). The 14-day appeal period for the MDNS ended on April 23, 2013. No appeals were received. A biological assessment was prepared for the City in 2011 which analyzed all planned levee segments, including the Briscoe-Desimone Page 2 of 20 Decision Document 13riscoe-Desimone Levee Improvement's #SMA-2013-2 #RPSP-2130617 segment. This document, entitled Biological Assessment for Green River Levee Improvements, River Mile 14.25 to River Mile 22,00, prepared by Shannon & Wilson, Inc., dated October 3, 2011 concludes that through avoidance of in-water work and with implementation of the TESL plan, SWPPP, and stormwater control and treatment measures, the project may affect but is not likely to adversely affect Bull trout, Puget Sound Chinook, Puget Sound steelhead, Marbled Murrelets and their designated critical habitat. An addendum was prepared for the Briscoe-Desimone levee segment, which analyzes design details that have changed since the 2011 report. This addendum is entitled Addendum to Biological Assessment, Green River Levee Improvements Project, River Mile 14.25 to River Mile 22.0 prepared by Shannon & Wilson, Inc., dated February 20, 2013. This addendum concludes that the effects determinations remain unchanged from the determinations listed in the 2011 report. B. Significant Physical Features 1. Topography and Hydrology The project area is flat, with the exception of the existing levee. berm which has slopes in the range of 50% to 80%. No wetlands were identified within the project improvement limits, according to the Biological Assessment. C. Significant Social Features 1. Parks and Recreation The Green River Trail provides biking and walking opportunities along the river and is about 10 feet wide within the project area. Use of the trail will be restricted temporarily during construction, requiring users to detour around the construction area. The existing trail on top of the levee berm will be removed and a new, wider (12-14 feet wide) paved trail will be installed further landward adjacent to the flood wall. All existing public access points will be maintained and where necessary, stairways will be constructed. The furthest distance between public access points will be a quarter mile. Hand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. Briscoe Park is located in the river bend northwest of South 190th Street and contains trails, a picnic shelter and a portable restroom. No levee work will be done within Briscoe Park itself. A separate parking lot located south of Briscoe Park adjacent to the cul-de-sac bulb of South 190th Street provides parking for Briscoe Park and the Green River Trail. This parking area will be used as a construction staging area, and consequently will be Page 3 of 20 Decision Document 5riscoe-Desimone Levee Improvements ,#SMA-2013-2 #RPSP-2130617 closed during construction, The Kent Parks Department indicates that Briscoe Park Is primarily used by pedestrians and -cyclists from the trail as opposed to recreationists arriving by car; so temporary closure of the lot will be a minor impact. The parking area typically contains 8 to 10 cars each day, primarily employees of the adjacent business in the River's Edge Business Park to the south. Due to vacancy of other buildings in the business park, adequate on-site parking is present to serve employees during closure of the City parking lot, To allow for trail and park access following construction of the flood wall, the parking lot will be raised to match the trail elevation. Note that sheet 11 of the project plans depicts an ADA ramp in the parking tot. This ramp will not be constructed. Raising the parking lot will Improve trail access by providing ADA accessibility as well as maintenance access, 2. Historic and Cultural Preservation A 'Cultural Resources report was prepared for this project, entitled Cultural Resources Assessment for the Briscoe- Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013. This report found no previously recorded archaeological sites, no historic-period buildings, structure's or objects and no archaeological resources In the area of impact. 3, Light and Glare No lighting is proposed as a part of this project, IV. APPLICABLE LAWS AND REGULATIONS A, Public Notice Public notice was provided as required by the Kent Shoreline Master Program, Chapter 7 Section B.2..- which requires a 30-day comment period on the Notice of Application. The comment period closed on April 1, 2012, Four public comments were received and were addressed by staff as necessary. These comments are discussed in the staff report and Hearing Examiner's Findings for the Shoreline Conditional Use Permit. B. State of Washinaton Shoreline Management Act: Development, as defined in RCW 90.58.030(3)(d) will occur within 200 feet of the Ordinary High Water Mark of the Green River and is therefore governed by the regulations of the State Shoreline Management Act pursuant to RCW 90.58,030(2)(d) and (f). The cost of development -exceeds $5,000, and thus a Shoreline Substantial Page 4 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Development Permit is required in accordance with WAC 173-27- 040(2)(a). In addition, a Shoreline Conditional Use permit is required per the City of Kent Shoreline Master Program Chapter 4 Section C.7. A public hearing was held for the Shoreline Conditional Use on April 24, 2013 and a decision for approval was issued by the Kent Hearing Examiner on May 8, 2013. As conditioned through the Shoreline Conditional Use and by this permit, this project will be consistent with the Shoreline Management Act. C. City of Kent Comprehensive Plan in 2004 the Kent City Council adopted an update to the Kent Comprehensive Plan which represented revisions. to demographics, housing and employment forecasts, and relevant goals and policies affected by the referenced inclusion of pertinent local and regional policy documents. As with the 1995 plan, the 2004 update was prepared under the provision of the Washington State Growth Management Act. The comprehensive plan, through its goals and policies, presents a clear expression of the City's vision of growth for citizens, the development community, and other public agencies. The plan is used by the Mayor, City Council, Land Use and Planning Board, Hearing Examiner, and the city departments to guide decisions on amendments to the City's zoning code and other developed regulations, which must be consistent with the plan, as well as guide decision making about the funding and location of the capital improvement projects. As a part of the comprehensive update of the Shoreline Master Program in September 2009, Ordinance 3931 replaced Appendix C "1999 Kent Shoreline Master Program - Goals and Policies" with "Chapter 13, Shoreline Element" in the City's Comprehensive Plan, The Shoreline Element includes the goals and policies of the September 2009 SMP. The Comprehensive Plan Land Use Map designates the project area as I (Industrial) and OS (Open Space). The proposal, as conditioned, generally is compatible with the following relevant Comprehensive Plan goals and policies. The following list is not intended to be exhaustive, but rather is representative of the general policy themes: Shoreline Element General Policy 4.b.2: All significant adverse impacts to the shoreline should be avoided or, If that is not possible, minimized to the extent feasible and provide mitigation to ensure no net loss of ecological function. Page 5 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 General Policy 5.b.2: In regulating development on shorelines within SM,4 jurisdiction, the City should endeavor to achieve the ,`allowing: a. Maintenance of human safety b. Protection and, where appropriate, the restoration of the physical integrity of the ecological system processes, including water and sediment transport and natural channel movement. c. Protection of water quality and natural groundwater movement. d. Protection of fish, vegetation, and other life forms and their habitat vital to the aquatic food chain. e. Protection of existing legal uses and legal development. F. Protection of recreation resources and aesthetic values, such as point and channel bars, islands, and other shore features and scenery. g. When consistent with the provisions a. through f. above, provide for public access and recreation. General Polio 5.b.4: Where structural solutions are rebuilt, fish- friendly structures such as setback levees should be used. In the Lower Green River, every opportunity should be taken to set back levees and revetments to the maximum extent practicable. General Polly 5.b.5: In designing publicly financed or subsidized works, the City should provide public pedestrian access to the shoreline for low-impact outdoor recreation.. Shoreline Modification Policy 7.b.1: Dikes and levees should be constructed or reconstructed only as part of a comprehensive flood hazard reduction program. General Policy ysb.5: Public access should be designed to provide for public safety and comfort and to minimize potential impacts to private property and individual privacy. There should be a physical separation or other means of clearly delineating public and private space in order to avoid unnecessary user conflict. General Policy 7.b.6: Public views from the shoreline upland areas should be enhanced and preserved. Enhancement of views should not be construed to mean excessive removal of existing native vegetation that partially impairs views. General Policy 7A& City parks, traits and public access facilities adjacent to shorelines should be maintained and enhanced in accordance with City and County plans. General Policy 11.b.1: Vegetation within the City shoreline areas should be enhanced over time to provide a greater level of ecological functions, human safety, and property protection. To this end, Page 6 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 shoreline management activities, including the provisions and Implementation of this SMP, should be based on a comprehensive approach that considers the ecological functions currently and potentially provided by vegetation on different sections of the shoreline. General Policy 11.b.4: The removal of invasive or noxious weeds and replacement with native vegetation should be encouraged. Removal of noxious or invasive weeds should be conducted using the least-impacting method feasible, with a preference for mechanical rather than chemical means. General Policy 12.b.1: All shoreline uses and activities should be located, designed, constructed, and maintained to avoid significant ecological impacts that alter water quality, quantity, or hydrology. Shoreline Modification Policy 7.b.2: Environmental enhancement measures should be a part of levee improvements, Restoration Goal 1: Maintain, restore or enhance watershed processes, including sediment, water, wood, light and nutrient delivery, movement and loss. Restoration Goal 2: Maintain or enhance fish and wildlife habitat during all life stages and maintain functional corridors linking these habitats. Restoration Goal 3: Contribute to conservation and recovery of chinook salmon and other anadromous fish, focusing on preserving, protecting and restoring habitat with the intent to recover listed species, including sustainable, genetically diverse, harvestable populations of naturally spawning chinook salmon. Restoration Objective 2.c: improve the health of the Green River and its tributary streams by increasing LWD recruitment potential through plantings of trees, particularly conifers. In the riparian corridors. Where feasible, Install LWD to meet short-term needs. Planning Services Comment As conditioned, the proposed project is consistent with the above goals, policies and objectives of the Shoreline Element of the Comprehensive Plan. Public access to the existing Green River trail will not be diminished and will only be temporarily interrupted during construction. Trail users will be notified a minimum of 2 weeks prior to construction closure, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1 / KIVA #RPP3-2130618. All existing public access points will be maintained and where necessary, stairways will be constructed. The furthest distance between public access points will Page 7 of 20 Decision Document Briscoe-Desinnone Levee Improvements #SMA-2013-2 #RPSP-2130617 be a quarter mile. Hand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. The parking tot serving the Green River Trail located adjacent to the cul-de-sac bulb of South 190th Street will be raised to match the trail elevation. This will improve trail access by providing ADA accessibility as well as maintenance access. Extensive native plantings as well as creation of a sloped floodplain bench that will be inundated for approximately 40 days during the primary juvenile salmonid outmigration period (January-June) will improve habitat significantly over the current, invasive dominated, steep-walied levee condition. In addition, construction of the proposed flood wall will provide the city with the opportunity to plant large overstory trees that are not subject to diameter or height restrictions along the banks of the river. These large trees will, in time, provide significant shade to this reach of the river where very little currently exists. The plans submitted with this permit depicted several different planting zones: low, medium and high density, in order to provide view corridors through the vegetation for users of the trail. During a multi-agency meeting on May 1, 2013, the Washington Department of Fish & Wildlife (WDFW) and the Muckleshoot Tribe expressed serious concerns that the low and medium density planting zones would not provide adequate shade to improve the temperature conditions identified in the Green River Temperature Total Maximum Daily Load (TMDL) Water Quality Improvement Report issued by the Department of Ecology In June 2011. As a result, WDFW will likely be conditioning the Hydraulic Project Approval for the Briscoe-Desimone levee to plant the entire project area with the dense planting scheme, with only one view.corridor near the parking lot at 190th. Given the open river views present along much of the Green River Trail, and that the proposed flood wall will be constructed In segments with open views in between each segment; providing only one view corridor will be sufficient. Doing so will create a viewpoint for those entering the trail, including those with limited mobility. General Policy 7.b.6 states that "enhancement of views should not be construed to mean excessive removal of existing native. vegetation that partially impairs views." Accordingly, this policy is not meant to compromise riparian enhancement but rather to protect the public from structures or developments which block water views. The proposed flood wall is located as far landward as possible, given the existence of numerous industrial buildings. Setting the levee back any further would require approximately $416 to $920 million in property acquisition and relocation costs, funding that is not available Page 8 of 20 Decision Document Briscoe-Desimone Levee Improvements *SMA-2013-2 *RPSP-21.30617 within City or Flood District budgets in the foreseeable future. Construction of the proposed flood wall does not preclude a wider levee setback In the future, with the flood wall estimated to cost only $1 million to remove. Due to the current levee not meeting federal levee safety standards, it is in the public's best interest to construct the proposed flood wall to provide meaningful, near-term flood protection for the Green River valley. The City is currently working on several Green River habitat improvement projects such as Riverview Park, the Leber Property and Downey Farmstead. These projects will add over 3,000 linear feet of new channel and floodplain habitat in the Green River, providing valuable salmon refuge areas. other future restoration projects are identified in the WRIA 9 Salmon Habitat Plan, King County Flood Control Flood Hazard Management Plan and the LISACE GreenJDuwamish Ecosystem Restoration Program, which will include terraced and benched side slopes, floodplain connectivity, native riparian plantings and large woody debris. These existing and future restoration projects, combined with the current project will result in a. cumulative improvement in the Green River watershed. The Kent City Council adopted the 2006 King County Flood Hazard Management Plan to serve as the City's comprehensive flood hazard reduction program. Specifically the following policies within this plan apply to the proposal: Policy PROD-T; King County should prioritize actions to address flood and channel migration risks using the following criteria in order of importance: a. The consequences that will result if no action is taken, Consequences should be prioritized as Identified In Policy G-2. b. Urgency, where urgency is a measure of how quickly an action needs to be taken in order to prevent a risk from growing worse. c Legal responsibility and authority, where legal responsibility and authority is a contractual relationship between King County and another person or agency to maintain a flood protection facility. d. Funding or partnership opportunities. Policy PRO7-5; New flood hazard management projects, whether protecting new or existing development, should seek to provide protection from the 100-year, future conditions flood, plus a margin of safety. Page 9 of 20 Decision Document Briscoe-Desinione Levee Improvements #SMA-2013-2 #RPSP-2130617 Pollcjt PRQI-,!k. King County should construct new flood protection facilities and maintain, repair or replace existing flood protection facilities in such a way as to: a. Require minimal maintenance over the long term, b. Ensure that flood or channel migration risks are not transferred to other sites, c. Protect or enhance aquatic, riparian and other critical habitats, and d. Protect or enhance multiple beneficial uses of flood hazard areas. BQk4PAOJ-8: King County will consult with affected Native American Tribes, the Washington State Office of Archaeology and Historic Preservation, and the King County Historic Preservation Program staff when designing flood hazard management projects beyond existing food protection facility footprints to ensure that archaeological, cultural and historic resources and Traditional Cultural Properties are identified, evaluated and appropriately protected. The proposed project is consistent with the above policies of the 2006 King County Flood Hazard Management Plan as follows. Prioritization for the proposed project is unique from typical new levee construction because levees already exist on the Green River. As the entire length of Green River levees within Kent are not accredited by FEMA, most levee segments need reconstruction or replacement despite the functional level of flood protection the existing levees already provide. Obtaining levee accreditation will remove affected properties from the 100-year floodplain and eliminate the requirement to purchase flood insurance (which lenders impose on property owners). Accordingly, prioritization for levee improvement is largely based on ease and speed of construction, and the economic impact on affected properties having to continue to purchase flood insurance. This particular project was selected for construction at this time based on the above factors, when compared with other levee segments. This proposal has been designed to provide 500-year flood protection plus a margin of safety, and to require the least amount of long-term maintenance. As discussed above, existing levees are present on the Green River, so actual flood risk will not be transferred to other properties by construction of the proposed new levee. The project area is not located within a Channel Migration Zone and will continue to support a multitude of beneficial uses post-construction, such as the recreational use of Briscoe Park, the Green River Trail and the river itself, as well as surrounding industrial and office park uses. Page 10 of 20 Decision Document Briscoe-Desimone Levee Trnprovements #SMA-2013-2 #RPSP-2130617 The Mucldeshoot and Duwamish Indian Tribes were notified of this proposal. The Muckleshoot Indian Tribe Fisheries Division commented on this proposal, and their comments have been taken into consideration. The Cultural Resources report submitted with this application concludes that no previously recorded archaeological sites; no historic-period buildings, structures or objects and no archaeological resources were found in the area of impact. This Substantial Development Permit includes a condition for addressing any such features should they be encountered during construction. D: Kent Shoreline Master Program The City of Kent Shoreline Master Program (SMP) is a planning document that outlines goals and policies for the shorelines of the City, and also establishes regulations for development occurring within shoreline jurisdiction (the area 200-feet landward of the Ordinary High Water Mark). The SMP recently underwent a comprehensive update in September 2009, The Shoreline Environment Designation for the project area is High Intensity, with a parallel designation of Urban Conservancy-Open Space where the Green River Trail is located. The purpose of the Urban Conservancy-Open Space environment Is to "protect and restore ... ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." The High Intensity environment is intended to "provide for high-intensity water- oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded." Chapter 3 of the SMP, General Provisions, includes policies and regulations that apply to all uses and activities regardless of shoreline environment designation. Sections within Chapter 3 that pertain to the proposed levee include Archaeological and Historic Resources, Environmental Impacts, Flood Hazard Reduction, Parking, Public Access, Shorelines of Statewide Significance, Vegetation Conservation and Water Quality. Planning Services Comment ® Chapter 3, Section B.2, Archaeological and Historic Resources: A Cultural Resources report was prepared for this project, entitled Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013. This report found no previously recorded archaeological sites, no historic-period buildings, structures or objects and no Page 11 of 20 Decision Document Briscoe-Des€move Levee Improvements #SNA-2013-2 #RPSP-2130617 archaeological resources in the area of impact. The report notes that proximity to the Green River and historical homesteading and agriculture activities would typically mean a high probability of intact archaeological remains; but given the frequency of flooding events and ground disturbance from construction of business parks, utility lines and the levee system the probability of intact archaeological remains is in fact low to moderate. This Substantial Development permit includes a condition requiring work stoppage and an archaeologist inspection should any such features be discovered during site work. Members of the Muckleshoot Indian Tribe fish in this section of the river. The Tribe has requested that the City coordinate with them at least 30 days in advance of construction to avoid interference with tribal fishing activities and access. The Public works Department has agreed to do so, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1. ( KIVA #RPP3-2130618. Chapter 3, Section E.4, Environmental Impacts: A Mitigated Determination of Non-Significance (MDNS) was issued for this proposal on April 8, 2013 (ENV-2013-3). As conditioned by the MDNS and this permit, the proposed project will not cause significant ecological impacts or significant adverse impacts as defined in the SMP. The Briscoe-Desimone levee project will improve riparian habitat conditions along 4,000 linear feet of the Green River, Approximately 277 trees will be removed as a result of the project (primarily on the landward side of the berm), in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches waterward of the existing levee berm. The proposed native plantings will provide nesting and rearing habitat for birds and small-mammals. The enhanced riparian area will benefit fish by increasing shade, woody debris, insect drop and leaf litter. Creation of a sloped floodplain bench that will be inundated for approximately 40 days during the primary juvenile salmonld outmigration period ()anuary-.7une) will improve habitat significantly over the current, invasive dominated, steep-walled levee condition. In addition, construction of the proposed floodwall will provide the city with the opportunity to plant large overstory trees that are not subject to diameter or height restrictions along the banks of the river because the floodwall serves as the levee, and therefore the Corps vegetation policy waterward of the levee does not apply. These large trees will, in time, provide significant shade to this Page 12 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 reach of the river where very little currently exists. The proposed project will have a net-positive effect on fish migration, rearing and refuge habitat as well as riparian shade and water temperature. Chapter 3, Section B.5, Flood hazard Reduction: The proposal is consistent with the City's Flood Hazard Regulations (KCC 14,09), the flood insurance study for King County, and the City's Surface Water Utility Regulations (KCC 7.05). The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. Due to the proposed flood wall's separation from the river by an existing levee, it will not further restrict natural channel movement. Close proximity of industrial buildings and the substantial cost to displace them make nonstructurai measures infeasible. The proposed native plantings on the excavated floodplain bench will improve ecological functions. The proposed flood wall has been designed by a Professional Engineer and is necessary to obtain FEMA accreditation for flood protection of businesses, homes and infrastructure in the Kent valley. Existing hydrological connections Into and between water bodies will not be impacted. All existing public access points will be maintained by constructing stairways and raising the parking lot near South 19V' Street. A Chapter 3, Section B.6, Accessory Parking: The parking lot near 190"' Street serves Briscoe Park and the Green River Trail, both of which are permitted shoreline uses. As the parking lot is being raised and replaced in its current location and it is surrounded by a developed industrial area, relocating the parking lot further landward is not feasible. The new lot will be sloped at approximately a 7 percent slope, with the western portion flattening where it meets the flood wall and trail. ADA parking stalls will be located on this flat portion to allow safe and convenient access to the trail for disabled Individuals. No lighting is proposed for this parking lot as none currently exists. For safety and crime prevention reasons, nighttime access to City park €acilities is discouraged. Construction of the new parking lot will comply with the City of Kent Surface Water Design Manual. ® Chapter 3, Section B..7, Public Access: Existing public access to the Green River is provided via the Green River Trail, which runs along the top of the existing levee berm throughout the entire project area. The existing trail on top of the Page 13 of 20 recision Docurnent Briscoe-Destmone Level Improvements #SNIA-2013-2 #.RPSP-2130617 levee berm is about 10 feet wide and will be replaced with a new, wider (12-14 feet) paved trail further landward adjacent to the flood wall. Numerous public access points connecting to the trail exist throughout the project area, all of which will be maintained by constructing stairways and raising the parking lot near South 190r" Street. ADA access to the trail will be improved by raising the parking lot to the trail elevation. Once the wall is constructed, the furthest distance between public access points will be a quarter mile. Nand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. Aesthetic treatment of the flood wall, as conditioned in the MDNS, will further enhance the experience for Green River Trail users. The plans submitted with this permit depicted several different planting zones: low, medium and high density, in order to provide view corridors through the vegetation for users of the trail. During a multi-agency meeting on May 1, 2013, the Washington Department of Fish & Wildlife (WDFW) and the Muckleshoot Tribe expressed serious concerns that the low and medium density planting zones would not provide adequate shade to improve the temperature conditions identified in the Green River Temperature Total Maximurn Daily Load (TMDL) Water Quality Improvement Report issued by the Department of Ecology in June 2011. As a result, WDFW will likely be conditioning the Hydraulic Project Approval for the Briscoe-Desimone levee to plant the entire project area with the dense planting scheme, with only one view corridor near the parking lot at 1901h. Given the open river views present along much of the Green River Trail, and that the proposed flood wall will be constructed in segments with open views in between each segment; providing only one corridor will be sufficient. Doing so will create a viewpoint for those entering the trail, including those with limited mobility. While the wording of regulation number 3 requires that impacts to public views of shoreline waterbodies from public land be minimized, the policy behind the regulation provides additional clarity. General Policy 7.b.6 states that "enhancement of views should not be construed to mean excessive removal of existing native vegetation that partially impairs views." Accordingly, this regulation is not meant to compromise riparian enhancement but rather to protect the public from structures or developments which block water views. Chapter 3, Section B.8, Shorelines of Statewide Significance: The Green River is a Shoreline of Statewide Significance because it is a major resource that potentially benefits all people in the state. Page 14 of 20 i Decision Document Briscoe-Des!mone Levee Improvements #SMA-2013-2 #RPSP-2136617 Accordingly, the Kent SMP implements the priorities set forth in RCW 90,58.020, which are as follows: a. Recognize and protect the statewide interest over local interest; b. Preserve the natural character of the shoreline; c. Result in the long-term over short-term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned areas of the shoreline; f. Increase recreational opportunities for the public in the shoreline area. Construction of the proposed flood wall is necessary to provide flood protection to businesses and residents in the Kent Valley, which is a long-term benefit of local and statewide importance. The natural character, resources and ecology of the shoreline will be preserved and enhanced by avoiding in-water work and by constructing floodplain benches to be planted with native trees and shrubs. The Green River Trail will be reconstructed near the new flood wall, with stairways provided to maintain all existing public access points to the trail and shoreline. m Chapter3, Section 8,11, Vegetation Conservation: A variety of evergreen and deciduous trees, shrubs and grasses are present in the project area; primarily located behind the existing levee berm. The waterward side of the berm is vegetated primarily with non-native species such as Himalayan blackberry and reed canary grass, with some willows and snowberry at or below the ordinary high water mark. Approximately 277 trees and 29 stumps will be removed as a result of the project (primarily on the landward side of the berm), in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1 / KIVA #RPP3-2130618. Mature cottonwoods and poplars are currently found on the back- side of the existing levee, though the closest of these trees is 50 feet away from,the river's edge and typically closer to 90 feet away. Aerial photographs show that shading provided by these existing trees even at low sun angles provides very little shading to the river. Native plantings proposed along the river's edge under the proposed project are expected to provide more shading than the current trees in less than 10 years. In the longer timeframe, the proposed plantings will provide significantly more shade than current conditions. Many of the existing trees to be removed are Page 15 of 20 Decision Document Briscoe-Desimone Levee Improvements *SMA-2013-2 4RP5P-2130617 non-native species, so replanting with native trees and shrubs closer to the water's edge will provide greater habitat value. Chapter 3, Section B,12, Water Quality: Through extensive planting of native shrubs and trees on the excavated bench waterward of the existing levee, shading of the river will be provided which will in turn have a net positive effect on water temperature compared with existing conditions. The proposed riparian habitat enhancement, combined with avoidance of in-water work, will avoid significant adverse ecological impacts and rather provide a net positive effect. Proposed stormwater measures will comply with the City's Surface Water Design Manual, which is consistent with state and federal water quality regulations. The proposed use will not require application of pesticides, herbicides or fertilizers. Chapter 4, Shoreline Modification Provisions, includes policies and regulations for each type of shoreline modification. Levees are considered shoreline modifications because they "permanently change the physical configuration or quality of the shoreline, particularly at the point where land and water meet." Due to the permanence of levees, their direct relationship to river flows and processes, and their potential for significant ecological impacts, the SMP states that dikes and levees shall only be authorized by Conditional Use Permit. Section C.7, Levees, outlines policies and regulations specific to construction of levees. The following regulations within Chapter 4 Section C.7 apply to the project and pertain to environmental protection and enhancement:. Regulation 7.c.2: Dikes and levees shall protect the natural processes and resource values associated with streamways and deltas, including, but not limited to, wildlife habitat. Regulation Zc.8: Proper diversion of surface discharge shall be provided to maintain the integrity of the natural streams, wetlands, and drainages. Regulation 7.c9: Underground springs and aquifers shall be identified and protected. Regulation 77c.1 t1: Where feasible, the construction, repair, or reconstruction of dikes or levees shall include environmental restoration. The Kent Restoration Alan accompanying this SMP provides guidance the City`s Shoreline Administrator will use in determining the amount and type of restoration required. Page 16 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-201.3-2. #RPSP-2130617 Planning Services Comment: The proposed project meets the above regulations through application of the City of Kent Surface Water design Manual and City of Kent Construction Standards which require treatment and detention of stormwater runoff as well as best management practices through a Temporary Erosion & Sedimentation Control Plan and a stormwater Pollution Prevention Plan. The majority of water that falls onto the levee will infiltrate once the side slopes are revegetated. The applicant will need to obtain a construction stormwater general permit, which will ensure that best management practices are employed during construction and water quality standards are met to prevent pollution. No wetlands were identified within the project improvement limits, according to the Biological Assessment, Green River Levee Improvements, River Mile 14.25 to River Mile 22.0, prepared by Shannon & Wilson, Inc., dated October 3, 2011. The project area is not located within a critical aquifer recharge area and no groundwater will be withdrawn as a result of this project. The City is evaluating the impacts . to shallow groundwater movement through the floodwall reaches with consideration for the prevailing groundwater movements in this area as well as near the river, the length arad orientation of the floodwall, and the geology of the site. If impacts to groundwater are identified, appropriate mitigation measures will be implemented to mitigate the impact, as conditioned by the MDNS. Such measures could include, but are not limited to staggering the lengths of the sheet piles to allow flow through or providing openings In the sheet piles to allow for groundwater movement through the wall. The Briscoe-Desimone levee project will improve riparian habitat conditions. The proposed trees and shrubs to be planted on the waterward side of the existing levee berm will provide nesting and rearing habitat for birds and small mammals. The enhanced riparian area will benefit fish by increasing shade, woody debris, insect drop and leaf litter. Creation of a sloped floodplain bench that will be inundated for approximately 40 days during the primary juvenile salmonid outmigration period (January-June) will Improve habitat significantly over the current, invasive dominated, steep-walled levee condition. The following regulations within Chapter 4 Section C.7 pertain to levee design and public access: Regulation 7.c.l: Dikes and levees shall be designed, constructed, and maintained in accordance with Washington State Department of Fish and Wildlife Hydraulic Project Approval, federal levee criteria, and in consideration of resource agency recommendations. Page 17 of 20 Decislori Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Regulation 7.c.3: Dikes and levees shall be limited in size to the minimum height required to protect adjacent lands from the projected flood stage. Reoutation 7.c.4: Dikes and levees shall not be placed in the floodway, except for current deflectors necessary for protection of bridges and roads. Regulation 7 c.5., Public access to shorelines should be an integral component of all levee Improvement projects, Public access shall be provided in accordance with public access policies and regulations contained herein. New dikes or levees must not Impede or diminish public access on the Green River Trail. Fisherman access should be combined with levee maintenance access. Regulation 7.c.7: Dikes and levees shall be set back at convex (inside) bends to allow streams to maintain point bars and associated aquatic habitat through normal accretion, if feasible. Planning Services Comment The proposed levee has been designed to meet FEMA certification standards for 500-year flood protection, which exceeds the minimum 100-year accreditation standard. Both the City of Kent and the King County Flood Control District support along term plan to provide better flood protection for the Green River Valley, primarily due to the high property and improvement value encompassed in the industrial- valley. The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. Comments from the Muckleshoot Indian Tribe Fisheries Division have been discussed in this staff report and incorporated where appropriate, The portion of the project area that is located on the waterward side of the existing levee bean (the planting benches) is within the Green River floodway, The flood wall Itself is not within the floodway or floodplain. Excavation of the proposed planting benches will increase flood storage by approximately 40,000 cubic yards, The applicant has submitted a completed Flood Zone Control Permit to the City of Kent and will be required to comply with the City's flood hazard regulations in Kent City Code Chapter 14,09. As the proposed flood wall is separated from the river by the existing levee berm, the requirement for location at convex bends is not applicable. Page 18 of 20 Decision Document Briscoe-Desimone Levee improvements #SMA-2013-2 #RPSP-2130617 All existing public access points will be maintained and where necessary, stairways will be constructed. The existing trail on top of the levee berm will be removed and a new, wider (12-14 feet wide) paved trail will be installed further landward adjacent to the flood wall. The furthest distance between public access points will be a quarter mile. The following regulations within Chapter 4 Section C.7 pertain to flood hazard management: Regulation Zc.6. Dikes and levees shall only be authorized by Conditional Use permit and shall be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Planning Services Comment A Shoreline Conditional Use Permit application was submitted and reviewed by staff. A public hearing was held for the Shoreline Conditional Use on April 24, 2013 and a decision for approval was issued by the Kent Hearing Examiner on May 8, 2013. The proposed project is consistent with the 2006 King County Flood Hazard Management Plan, as previously discussed on pages 6 - 7. SMP Chapter S, Shoreline Use Provisions Chapter 5, Shoreline Use Provisions, includes policies and regulations for each type of shoreline use. The primary use of the proposed levee is flood protection, which is not identified as a use within Chapter 5, but is dealt with under the General Provisions in Chapter 3, within Section B.5, Flood Hazard Reduction and River Corridor Management. Compliance with Chapter 3 Section B.5 is discussed on pages 12 - 13. V. DECISION The Substantial Development Permit for the Briscoe-Des!mone levee Improvements SMA-2013-2 / RPSP-2130617 is APPROVED, with the following conditions; 1. The applicant shall comply with the conditions of the Shoreline Conditional Use Permit issued for this project on May 8, 2013 (SMC 2013-1, RPP3-2130618). 2. The applicant shall comply with the conditions of the MDNS issued for this project on April 9, 2013 (ENV-2013-3/KIVA#RPSA-2130616). 3. Should any phenomena of possible archaeological value be uncovered during site work, all work shall be stopped immediately, and a Page 19 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-21,30617 professional archaeologist shall inspect the site to ensure that all possible valuable archaeological data are properly salvaged or mapped. Approved this 9th day of May 2013 Charlene Anderson, AICP, Planning Manager This decision shall be final unless an appeal is made. Persons aggrieved by the grant, denial, rescission or modification of a permit may file a request for review by the Shoreline Hearings Board in accordance with the review process established by RCW 90.58.180 or as subsequently amended, and with the regulations of the Shoreline Hearings Board contained in Chapter 461- 08 WAC or as subsequently amended. The request, for review must be filed with the Hearings Board within twenty-one (21) days of the date of filing, as defined in RCW 90.58.140(6), Per WAC 173-27-190, construction pursuant to this permit shall not begin and is not authorized until twenty-one days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-27-130, or until all review proceedings initiated within twenty-one days from the date of such Filing have been terminated; except as provided in RCW 90.58.140(5)(a) and (b), SG:\S:\\Perrnit\Plan\Shoreline\2013\2130617sma-2013-2decision.do-I Page 20 of 20 40 ANT " WASHINGT ON by a DETERMINATION y�g p pW�byr Nqy�pp��CITYp t3q�yp,qqK E T pity ry��M g9ryp yq®pypy Ury�u MITIGATED DETERM NATION OF �!M`tl,�VI`E NI I ANC Environmental Checklist No.: #ENV-2013-3 Project: Briscoe-Desimone #RPSW-2130616 Levee Improvements Description: The City of Kent Public Works Department proposes to install a structural steel sheet pile wall at the back of the existing levee slope to act as a secondary levee to reduce flood risk to the cities of Kent, Tukwila and Renton. The proposed flood wall will provide a minimum of 3 feet of freeboard above the predicted 5Q0-year flood event in order to meet FEMA accreditation requirements. The flood wall will be constructed in four segments ("reaches") along the east bank of the Green River, between South 200rh Street and South 180th Street, The northernmost segment("Reach 1") and a small piece of Reach 2 are located within the City of Tukwila (see Figure 1, next page). The City of Kent is acting as SEPA lead agency for the entire project, but separate shoreline permits will be submitted to Tukwila. The sheet plies will be installed using vibratory equipment (but no impact hammers) and will be between 23 and 64 feet deep, depending an location.The above-ground portion of the wail will range from 8 feet to 13 feet tall, when viewed from surrounding businesses. To allow for re- vegetation and habitat restoration, benches will be constructed where feasible along the riverbank (see Figure 2, next page). These benches will entail excavation between the ordinary high water mark and the existing Green River trail to create a bench of up to 15 feet wide where native trees and shrubs will be planted. Approximately 40,000 cubic yards of material will be removed to create the planting benches, An estimated 277 trees and 29 stumps will be removed, in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches. The existing asphalt trail will be removed and relocated further landward adjacent to the flood wall, with handrails placed on top of the wall. The flood wall will extend approximately 3 feet above the surface of the new trail, plus a 1.5 foot handrail. Approximately 6,000 cubic yards of fill material will be used to construct the new trail. All existing public access points will be maintained and where necessary, stairways will be constructed. The Green River Trail will be temporarily closed in sections during construction, with detours provided, and will return to normal operations after construction. The parking lot serving the Green River Trail located adjacent to the cul-de-sac bulb of South 190kh Street will be raised to match the trail elevation, This will improve trail access by providing ADA accessibility as well as maintenance access. Existing use of other adjacent properties will remain unchanged. The Kent portion of the project(Briscoe) is located,on the east bank of the Green River between South 200th Street and South 1891h Street, identified as King County Parcel Numbers 0222049047, 0000200044, 0000200043, 7888800090, 788880D111, 7888800140, 7888800155, and 7888800210. The Tukwila portion of the project(Desimone) is located on the east bank of the Green River between South 1891h Street and South 180`h Street, identified as King County Parcel Numbers 7888900110, 7888900170 and 7888900150. The project area spans several zoning districts, including M1 (Industrial Park) and M2 (Limited Industrial) in the Kent portion. The Tukwila portion is zoned C/LI (Commercial Light Industrial). Mitigated Determination of Noasignificance Briscoe-Desimone Levee Improvements ENV-2013-3JRPSW-2130616 Figure I- Project Map f 57. T KWILA � if LEVEE a REACH 1 0 REACH 2 z5 f �{„.� RR F AQ H ry �+ REACH 4 F J� V C;1'Y r ENf Figure 2: Cross Section of Proposed Design VAOU MEh - 'fa �n R8E% yr}, Z t�4f(EMM�iatl F#SflNC CIkWNO 2of3 Mitigated Determination of Nonsignificance Briscoe-Desimone Levee Improvements ENV-2013-3/RPSW-2130616 Applicant. Ken Langlholz, City of Kent Public Works Lead Agency: CrrY OF KENT The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This Information is available to the public on request. X There Is no comment period for this DNS pursuant to WAC 197-11-355 Optional DNS process. There is no comment period for this DNS. This DNS is issued under 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date of this decision; this constitutes a 14-day comment period. Comments must be submitted by . This DNS is subject to appeal pursuant to Kent City Code section 11,03.520. Responsible officials Charlene Anderson, AICP Position/Title: Planning Manager/ SEPA OFFICIAL Address: 220 S. Fourth Avenue, Kent, WA 9803/2f/� ,, ,Tlole_phone�: (253) 56-5454 Bated: April 9, 2013 Signature:t ��2�'ur��G�i APPEAL PROCESS: AN APPEAL OF A DETERMINATION OF NONSIGNIFICANCE (DNS) MUST BE MADE TO THE KENT HEARING EXAMINER WITHIN FOURTEEN (14) DAYS FOLLOWING THE DATE OF THIS DECISION PER KENT CITY CODE 11.03.520. CONDITION5/MITIGATING MEASURES: 1. The applicant shall evaluate the impacts to shallow groundwater movement through the floodwall. If impacts to groundwater are Identified, appropriate mitigation measures will be implemented to mitigate the impact. Such measures could include, but are not limited to staggering the lengths of the sheet piles to allow flow through or providing openings in the sheet piles to allow for groundwater movement through the wall. 2. The applicant shall finish the flood wall on both the landward and waterward sides with aesthetic elements such as colors, textures or patterns to enhance the appearance and promote compatibility with surrounding uses. The final finish material shall be submitted for review and approval by Planning Services. j m\S:\Permit\Plan\Env\2013\2130616-2013-3d nsopt.doc 3 of 3 i I obfic' Rtg.7ypa 7raek'aag fdunizer R£F �a i is r !-oGaIlon:400 W.Gaowe`. =— €t" mlt Name t7a11 to;220 4thl Avenue S„ m Ken#,WA 98032-5895 F KT (263)$6675500 FAX:(253) 856.8500 Hate 5unm€tta6 f w!"ivv,ci.kent,wa.us/permitcenter � o-y i... v c. e ..z..t`'}t r� DEVELOPMENT P1Ctr tnd Rewev,DateFlood, Zone -. : o f ncutlns: G BS Ll PS 4 Pw a FD ti�Copies; 7 Project Name: 4�scoZ �� �� �� � � S Zone: 6 �i4 tic �6 v Project Location: `� area aza ° ! �as�zd �✓ S Parcel Number: fl t3 i Description of Project -v+np .t. r Owner (APPLICANT to read and sign): SECTION t. General Provisions Name: C:i~ y r �, r Address: 'tQV WcST 6D.p S 1.No work of any kind may start until a permit is issued. C ty: 1 ro4 Zip: tD I Z 2.The permit may be revoked it any false statements are Phone: Z S S 4;;�- 5-VJ!a made herein. 3.if revoked. all work must cease until permit is reissued. -------�---- 4.Development shalt not be used or occupied until Contractor a Certificate of Occupancy(Commercial)or Final Name: t>n1ky.,n—r4 w Corn Inspection(Residential)is issued. Address: 5.The permit will expire if no work is commenced within six City: Zip: months of issuance. (See Conskruction Standards Section 1.15F) Phone' Fax: S.Applicant is hereby informed that other permits may Contractor I.D.No: be required to fulfill local,state,and federal regulatory Email: requirements. 7.Applicant hereby gives consent to the Local Administrator Architect/Engineer or his/her representative to make reasonable inspections Name: 4n4 4ryt,Lbr,. CompanLG7- try L required to verify compliance. Address: 'toc) (p, &v>we 8.THE APPLICANT, CERTIFIES THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO Cif : I�ua r Zi THIS APPLICATION ARE,TO THE BEST OF MY Phone: Z53-g3 m 5 S"l&, Fax: 25 - 5 6 -6b`a® KNOWLEDGE,TRUE AND ACCURATE. License No: Email: F-L-.N n�I t APPLIC4NT'S SIGNAT UR q may. t . a.' ' t�y�.. q o+r r rz ! Contact' f„p t 5! t{ Name: _W_Campany: r• r; `.:�w- t �- „. Address: `{so Cit nor Zip: &� SATE Phone:2.5 - g - SSE Fax5 S.f3 5 G -b Sty 1 cerliry that i have read this application and.cSeclre under Email: y kuI d av penalty of perjury that the information containa erein is -- correct and complete.l am either the Own eF if the property SUYVL or described or! represent the owner or contractor as sI nitied above and am acting with the owner/contractor's full knowledge Name: c ('w�c E _ and consent, 9 Address: tgelo leek ' Ca.9w Name(pleaee- rant)n J�f ' Y J Phone: a s Sc - S c Stgnatu e , � - Email: .' {!varrwleg0V WHI- psvc12e63.12(11)rYl8 y,. l �tf2 Flood one Permi t Application (Page 2 of 5) SECTION 2: DESCRIPTION OF WORK (Check all applicable boxes): A.STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE QNewStrueture ❑Residentia€(t-4family) ClAdditiort UResldentiat(More than 4 family) CIAlteration LINon-residential(Fleodproofing? ®Yes) j ClRelocation ClCombined Use(Residential& Commercial) ClDemolition ElManufactured(Mobile) Home(In Manufactured Home Park? CIYes) ®Replacement ESTIMATED COST OF PROJECT$ - MARKETVALUE OF EXISTING STRUCTURE$ B.OTHER DEVELOPMENT ACTIVITIES c3Clearing ClFili ®Mining LIDrilling Grading ElExcavation(Except for structural development checked above) ®Watercourse alteration(including dredging and channel modifications) C)Drainage improvements (including culvert work) L JRoad, street or bridge construction CJSubdivision(New or expansion) JIndividual water or sewer system 00ther(Please specify) After completing SECTION 2,APPLICANT should submit form to the Local Administrator for review. SECTION 3: Floodplan Determination (To be completed by the Adfnitaistrator): t The proposed development is located on FIRM Panel No. ( Dated Watershed The Proposed Development: 1lIs NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ispartially located in the Special Flood Hazard Area, but building/development is NOT. Flood Zone Permit Application (P... 3 of 5) is located in a Special Flood Hazard Area FIRM zone designation is `100-Yearflood elevation at the site ft. NGVD (m SL) OUnavallable DSubstantial Improvement= Estimated Co,51(5o% L]Yss lJNo Market Value (250%1 a. JEts located in the floodway. FBFM Panel No, �, 11 1 -_—Dated (If different from the HRM panel and date) ElSee section 4 for additional instructions. SfGNED� DATE: SECTION 4: Additional Information Required (To be completed by the Administrator): The applicant must submit the documents checked below before the application can be processed: DA site plan shoving the location of all existing structures, water bodies, adjacent roads, lot dimensions, and proposed development. U Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), proposed elevation of crawl space, proposed elevation of lowest adjacent grade, types of water-resistant materials used below the first floor, details of floodproofing of utilities located below the first floor, and details of enclosures below the first floor, Also, []Subdivision or other development plans. (if the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 1 00-yit?ar"flood elevations if they are not otherwise available), '011plans showing the extent of watercourse relocation and/or landform alterations. QChange in water elevation (in-feet) Meets ordinance limits an elevation increases UYes 3No ElTbp of now compacted fill elevation ft-NGVD (MSL), 13IFloodproofing protection level (non-resrdentlal only ft, NGVD (MSL).For floodproofed structures, applicant must attach certification from registered engineer or architect. Flood Zone Permit® ilacat®on (page 4 of 5) ®Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in ay increase in the height of the"100-year"flood.A copy of all data and hydraulic calculations supporting this finding must also be submitted. Other:_ d.V Qc_ � �d:a-'ew-6 L i �k� -a:L"1 I ri`WW;6-i t v� "' - f lSj"ii J L:.. 1ki -'�. i ( a-ex'i ati,. tom!. r1 Cv,(i, d �t rt.l, ' t=�-- ,LE ,• SECTION 5: Permit Determination (To be completed by the administrator): I have determined that the proposed activity A"ls B. Us not in conformance with provisions of City Code # `t i O° 20 t �.The permit is issued subject to the conditions attached to and made part of this permit. SIGNED. )V DATE: I IJ box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If box B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals. Application it APPEALS: Appealed to Board of Appeals? ®Yes LINo Hearingdate:T Appeals Board Decision -Approved? E)Yes QNo Reasons Conditions: SECTION 6: Permit Determination (To be submitted by APPLICANT before Certification of Compliance is issued): The following information must be provided for structures that are part of this application.This section must be completed by a registered professional engineer or a licensed land surveyor(or attach a certification to this application).Complete 1 and 2 below. 1.Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s)and columns) NGVD (MSL). 2.Actual (As Built) Elevation of fioodproofing protection is ft NGVD (MSL). i r, 7 t ' i ----------I--------- Flood Zone Permit Application (pages of 5) SECTION 7: Compliance Action (To be completed by Local Administrator); The LOCAL ADMINISTRATOR will complete plete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS DATE:—_ ,_ uY68 UNo DATE: BY_ DEFICIENCIES? UYes QjNo DATE; BY DEFICIENCIES? UYes UNo SECTION 8: Certificate of Compliance (To be completed by Local Administrator). Certificate of Compliance issued: DATE: —BY-- `DEPARTMENT OF ARCHAEOLOGY& Allyson Brooks Ph.D.,Director HISTORIC PRESERVATION _ State Historic Preservation Officer March 27, 2013 Mr. David Radabaugh Department of Ecology PO Box 47600 Lacey, Washington98504-7600 Re: Briscoe-Desimone Levee Improvement Project Log No: 032713-03-ECY Dear Mr. Radabaugh: We have been contacted by Ms. Robyn Bartelt, City of Kent Public Works pursuant to Executive Order 05-05. We have reviewed the materials she provided for the proposed Briscoe-Desimone Levee Improvement Project, King County, Washington. We concur with a determination of No cultural resources impacts. We would appreciate receiving any correspondence or comments from concerned tribes or other parties that you receive as you consult under the requirements of Executive Order 05-05 In the event that archaeological or historic materials are discovered during project activities, work in the immediate vicinity must stop, the area secured, and the concerned tribes and this department notified. These comments are based on the information available at the time of this review and on the behalf of the State Historic Preservation Officer. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment and a copy of these comments should be included in subsequent environmental documents. Sincerely, Robert G. Whitlam, Ph.D. State Archaeologist (360) 586-3080 email: rob.whitlam@dalip.wa.gov State of Washington • Department of Archaeology& Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (3601 586-3065 www.dahp.wa.gov i A copy of the Geotechnical Data Report and Addendum can be obtained at: www.kentwa.gov/procurernent i Briscoe-Desimone Reach 4/Casteel A - 5 July 8, 2015 Project Number: 09-3010 Briscoe-Desi mone Reach 4/Casteel A - 6 July 8, 2015 Project Number: 09-3010 Page 1 of 17 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: 07/28/2015 Count Trade Job Classification Wa a Holiday Overtime Note King Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.29 5N 1c King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M King Building Service Employees Janitor $21.29 5S 2F King Building Service Emptovees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non- $24.94 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers tin Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Carpenters Bridge, Dock And Wharf $52.32 5D 4C Carpenters King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers Et Tenders Diver $105.37 5D 4C 8A King Divers Et Tenders Diver On Standby $59.50 5D 4C King Divers Et Tenders Diver Tender $54.82 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $54.82 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $51.07 5A 4C Tender King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54.33 5D 3F King Dredge Workers Boatmen $54.751 5D 3F Page 2 of 17 King Dredge Workers Engineer Welder $55.79 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.75 5D 3F King Dredge Workers Oiler $54.33 5D 3F King Drywall Applicator Journey Level $52.32 5D 1 H King Drvwalt Tapers Journey Level $52.37 5P 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E King Electricians - Inside Construction Stock Person $37.19 7C 4E King Electricians - Inside Journey Level $62.30 7C 4E King !Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $69.95 5A 4D 'Construction - King Electricians - Powerline Certified Line Welder $63.97 5A 4D Construction King Electricians - Powertine Groundperson $43.62 5A 4D Construction King Electricians - Powertine Heavy Line Equipment $63.97 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $63.97 5A 4D Construction King Electricians - Powertine Line Equipment Operator $53.81 5A 4D Construction King Electricians - Powerline Pole Sprayer $63.97 5A 4D Construction King Electricians - Powerline Powderperson $47.55 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $82.67 7D 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King (Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Ftacgers Journey Level $36.171 7A 31 King Glaziers Journey Level $54.911 7L 1y King Heat & Frost Insulators And Journeyman $61.18 5J 1s Asbestos Workers t King Heating Equipment Mechanics Journey Level $70.37 7F 1E King Hod Carriers B Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 Cleaner $54.57 5B 1K King Inland Boatmen Boat Operator Page 3 of 17 King Inland Boatmen Cook $50.951 5B 1K King nland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Cleaner Operator, Foamer $31.49 1 Of Sewer Ft Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer Ft Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Ft Water Systems By Remote Control King Inspection/Cleaning/Seating Technician $19.33 1 Of Sewer Ft Water Systems By Remote Control King Inspection/Cleaning/Seating Tv Truck Operator $20.45 1 Of Sewer 8 Water Systems By Remote Control King Insulation Applicators Journey Level $52.32 5D 4C King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.001 7A 31 (King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.17 7A 31 King Laborers Brick Pavers $42.67 7A 31 King Laborers Brush Cutter $42.67 7A 31 King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.001 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) King Laborers Choker Setter $42.67 7A 31 King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $43.46 7A 31 Operator King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 Page 4 of 17 King Laborers Concrete Saw Operator/core $43.46 7A 31 Driller King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking Ft $42.67 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator $43.46 7A 31 (hydrau tic,diamond) King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person $42,671 7A 31 `King ,Laborers Epoxy Technician $42.67 7A 31 King ,Laborers Erosion Control Worker $42.67 7A 31 'King Laborers Faller 8 Bucker Chain Saw $43.46 7A 31 King laborers Fine Graders $42.67 7A 31 . King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker Ft Transit $44.00 7A 31 Person King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker $44.00 7A 31 (level A) King Laborers Hazardous Waste Worker $43.46 7A 31 (level B) King Laborers Hazardous Waste Worker $42.67 7A 31 (level C) King Laborers High Scaler $44.00 7A 31 King ;Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.67 7A 31 King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42.67 7A 31 King L b� orers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using Combination Of High Pressure Air 8 Water On Concrete 8 Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.46 7A 31 Page 5 of 17 King Laborers Pilot Car $36.171 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Retiner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 King Laborers Raker - Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 tKing Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King La or rs Rivet Buster $43.46 7A 31 King Labprers Rodder $43.46 7A 31 King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42,67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers SloperSprayer $42.67 7A 31 ;King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 "King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper Et Similar Electric, Air $43.46 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Ft Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer $43.46 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.68 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 8�C Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 8� Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 Worker 54.01-60.00 psi Page 6 of 17 ._...._............. King Laborers Tunnel Work-Compressed Air $81.52 7A 31 8�C Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $86.62 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $88.52 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $90.52 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $92.52 7A 31 8�C Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 8g Tender King Laborers Tunnel Work-Miner $44.10 7A 31 8�C King '.Laborers Vibrator $43.461 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Well Point Laborer $43.46 7A 31 King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - UnderPround Sewer General Laborer & Topman $42.67 7A 31 &Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 Fs 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 $52.32 5D 1H King :Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (in Shop) Welder $15.48 1 King Millwright Journey Level $53.42 5D 4C 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 $9.47 1 King Modular Buildings Tool Maintenance $11.56 1 King IM6 dutar Buildings Utility Person $11.56 1 1'King Modular Buildings Welder $11.56 1 King !Painters Journey Level $37.80 6Z ZB King Pile Driver Journey Level $52.57 5D 4C King Plasterers Journey Level $50.421 77Q I R Page 7 of 17 King Playground Et Park Equipment Journey Level $9.47 1 Installers King Plumbers & Pipefitters Journey Level $74.69 6Z -I:G:--F, King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P r King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $54.75 7A 3C 8P Concrete King Power Equipment Operators Bobcat $51.97 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $51.97 7A 3C 8P i Equipment `King Power Equipment Operators Brooms $51.97 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.97 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42m King. Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 8P 'rr Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $56.36 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators $54.33 7A 3C 8P i I Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $54.75 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D-9 8: Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $51.97 7A 3C 8P Permanent And Shaft Type (King Power Equipment Operators Finishing Machine, Bidwell $54.75 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $54.75 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $55.24 7A 3C 8P Articulating Off- Road Equipment 45 Yards. li Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $54.33 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $54.75 7A 3C 8P Operator !King Power Equipment Operators Hydralifts/boom Trucks Over $54.33 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P @iEtl Over King Power Equipment Operators Loader, Overhead, 6 Yards. $55.24 7A 3C 8P But Not including 8 Yards King Power Equipment Qperators Loaders, Overhead Under 6 $54.75 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators $55.79 7A 3C 8P - _ Page 9 of 17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Grader - Non- $54.33 7A 3C 8P I finishing King Power Equipment Operators Motor Patrol Graders, $55.24 7A 3C 8P Finishing King Power EquiDment Operators Mucking Machine, Mole, $55.24 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.97 ZA 3C 8P Distribution Et Mulch Seeding Operator %King Power Equipment Operators Outside Hoists (elevators And $54.33 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.97 7A 3C 813 King Power Equipment Operators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P King lPower Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 2P King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $51.97 7A 3C 8P 100 Feet in Height Based To Boom King Power Equipment Operators Remote Control Operator On $55.24 7A 3C 813 Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Beltman $51.97 7A 3C 8P King Power Equipment Operators Rollagon $55.24 7A 3C 813 King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 813 King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P '! Materials King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P '! King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $54.33 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C I 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C I 8P Page 10 of 17 King Power Equipment Operators Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Tractors Under 15 Metric Tons. King Power Operators Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipp2tnt Operators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P !' Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Over 90 Metric Tons King Power Eqqjament Operators Slipform Pavers $55.24 7A 3C 8P King Power EquiRment Operato s Spreader, Topsider £t $55.24 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $54.751 7A I 3C 8P King !Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175in $56.36 7A 3C 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King ;Power Equipment Operators Transporters, All Track Or $55.24 7A 3C 8P Truck Type 'King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $54.33 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $54.75 7A 3C 8P Conveyor King Power Equipment Operators Welder $55.24 7A 3C 813 II King Power Equipment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P '! Underground Sewer 8 Water „King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer Ft Water King !Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C 8P Underground Sewer is Water Concrete King Power Equipment Operators- Bobcat $51.97 7A 3C SP Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $51.97 7A 3C 8P Underground Sewer €t Water Equipment King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer Et Water Page 11 of 17 King Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer a Water King iPower Eouipment Operators- Compressor $51.97 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A 3C 8P r Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $51.97 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $54.33 7A 3C 2P Underground Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer Ft Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Underground Sewer Et Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Underground Sewer a Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P 'l Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer a Water 'King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Underground Sewer a Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A 3C 8P Underground Sewer a Water Attachments A-frame Over 10 Tons King Power Eouipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer a Water ;King Power Equipment Operators- Deck Engineer/deck Winches $54.75 7A 3C 8P Underground Sewer a Water (power) King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P Underground Sewer a Water ' King Power Equipment Operators- Dozers D-9 a Under $54.33 7A 3C 8P Underground Sewer a Water I Page 12 of 17 King Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground�Sewer Et_Water King Power Equipment Operators- Elevator And Man-lift: $51.97 7A 3C 8P Underground Sewer a Water Permanent And Shaft Type King Finishing Machine, Bidwell $54.75 7A 3C BP Underground Sewer &.Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $54.33 7A 3C 8P jLn_d_e_rg_ro_qn_d_Sewer a Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $51.97 7A C 'P �Underground Sewer 8: Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $54.75 7A 3 4CP JUnderground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer a Water King Guardrail Punch $54.75 7Ap RE 8P Underg round Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $55.24 7A 3C 8P Underground Sewer a Water Articulating Off- Road Equipment 45 Yards, Et Over King Power Equipment Operators- Hard Tail End Dump $54.75 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $54.33 7A 3C 8P Underground Sewer a Water Locator King Power Equipment Operators- Horizontal/directional Drill $54.75 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydratifts/boom Trucks Over $54.33 7A 3C 8P Underground Sewer & Water 10 Tons King Power Equipment Operators- HydraLifts/boom Trucks, 10 $51.97 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Underground Sewer a Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $55.24 7A 3C 8P Underground Sewer a Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A 3C SP Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P ,Underground Sewer 8: Water King Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P !Underground Sewer a Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer 8: Water King Power Equipment Operators- Mechanics, All (leadmen - $55.79 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A 3C 8P Underground Sewer a Water finishing Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders, $55.24 7A 3C SP Underground Sewer Et Water Finishing King Power Equipment Operators- Mucking Machine, Mole, $55.24 7A 3C 8P Underground Sewer 8 Water Tunnel Drill, Boring, Road Header And/or Shield King Power Eguipment Operators- Oil Distributors, Blower $51.97 7A 3C 8P 11 Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equi mp ent Operators- Outside Hoists (elevators And $54.33 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer at Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P l Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer£t Water King Power Equipment Operators- Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Power Plant $51.97 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer Et Water King Power Eaumment Operators- Quick Tower - No Cab, Under $51.97 7A 3C 8P Underground Sewer & Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $55.24 7A 3C 8P Underground Sewer It Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Underground Sewer B Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P Underground Sewer Et Water 45 Yards King $54.33 7A 3C 8P !, Page 14 of 17 Power Equipment Scrapers - Concrete Et Carry Underground Sewer & Water All I King Scrapers, Self-propelled: 45 $55.24 7A 3C SP Underground Sewer a Water Yards And Over King Power Equjpment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer &Water King Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground�Sewer a�Water King Power Equipment Ooerators- Shovel. , Excavator, Backhoe, $54.33, 7A 3C 8P Underground Sewer & Water Tractors Under 15 Metric Tons. King Power Equioment Operators Shovel, Excavator, Backhoe: $55,24 7A 3C 8P Underground Sewer 8: Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King I!Power Equipment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P 1 Underground Sewer & Water Over 50 Metric Tons To 90 Metric Tons King Shovel, Excavator, Backhoes: _$56.36 7A 3C 8P Under round Sewer Water Over 90 Metric Tons King Power Equipment Operators-. Stipform Pavers $55.24 7A 3C 8P Underground Sewer & Water King Spreader, Topsider & $55.24 7A 3C 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175 n $56.36 7A 3C 8P Underground-Sewer Et Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $55.79 7A 3C 8P Underground Sewer Et Water Height Base To Boom King 'Power-Equipment Operators- Transporters, All Track Or $55.24 7A 3C 8P Underground Sewer 8: Water Truck Type King I Power EgUiDment Operators- Trenching Machines $54.33 7A X 8P 1 Underground Sewer Et Water ,King ,Power Equipment Operators- Truck Crane Oiler/driver - 100 $54.75 7A X 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $54.33 7A 3C 8P Underground Sewer 8: Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $54.75 7A 3C SP Underground Sewer & Water Conveyor King Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer Et Water I King Egwer Equipment Operators- Wheel Tractors, Farmatt Type $51.97 7A X 8P Underground Sewer 8: Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P f. King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers Page 15 of 17 King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration t Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $51.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.14 5D 4C Applicators King Residential Drywall Tapers Journey Level $52.37 5P 1 E King Residential Electricians Journey Level $30.44 1 ;King Residential Glaziers Journey Level $37.301 7L 1 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 & Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1R Workers King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 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 $45.71 5A 3H King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1E King Shipbuilding & Ship Repair Boilermaker $39.82 7M 1 H King Shipbuilding Ft Ship Repair Carpenter $39.241 7T 2B ±King Shipbuilding & Shig Repair Electrician $40.16 7T 4B King Shipbuilding & Ship Repair Heat & Frost Insulator $61.18 5J 1S King Shipbuilding & Ship Repair Laborer $40.19 7T 4B King Shipbuilding & Ship Repair Machinist $40.18 7T 4B King Shipbuilding Et Ship Repair Operator $40.11 7T 46 Page 16 of 17 King Shipbuilding 0 Ilia Repair Painter $40.16 7T 4B King Sbuildine Ft Ship Repair Pipefitter $40.11 7T 4B _ 'King S .ipbpildinR-Et Ship Repair Rigger $40.19 7T 4B King Shipbuitcli fx Ship Repair Sheet Metal $40.14 7T 4B King Shipbuitdind ft Ship Reba r Shipfitter $40.19 7T 4B King Shipbuitdind Es Ship Repair Trucker $40.03 7T 4B King Shipbuitdind & Ship Regair Warehouse $40.08 7T 4B King ShipbuitdinQ Pt Ship Repair Welder/Burner $40.19 7T 4B King Sign Makers & Installers Sign Installer $22.92 1 tEtectrical) King Sion Makers & Installers Sign Maker $21.36 1 'JE ctricat) King Sion Makers & Installers (Non- Sign Installer $27.28 1 Electricat4 King Sign Makers & Installers (Non- Sign Maker $33.25 1 Eiectrica!) King Soft Floor Layers Journey Level $42.41 5A 3D King Solar Controls Far Windows Journey Level $12.44 1 King Sprinkler Fitters tFire Journey Level $69.74 5C 1X Protection) King Staee RipinQ Mechanics (Nan Journey Level $13.23 1 Structural) King Stone Masons Journey Level $51.321 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers - King Surveyors Assistant Construction Site $54.33 7A 3C 8P Surveyor King Surveyors Chainman $53.81 7A 3C 8P King Surveyors Construction Site Surveyor $55.24 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 2B Outside King Telephone Line Construcfion - Special Apparatus Installer11 $36.19 5A 2B !Outside King Telephone Line Construction - Telephone Equipment $36.96 SA 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $34.34 5A 2B Outside Operator (Light) King Telephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.45 5A 2B Outside Page 17 of 17 King Telephone Line Construction - Television $25.89 5A 213 Outside Lineperson/Installer _ King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $37.79 5A 1B Finishers ;King Traffic Control Stripers Journey Level $43.11 7A 1K' King Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D 3A 8L '- WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $49.85 5D 3A 81. King Truck Drivers Dump Truck (W. WA-Joint $49.01 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $49.85 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drifters Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Ft Irrigation Pump Oiler $12.97 1 Installers King Welt Drillers Et Irrigation Pump Well Driller $18.00 1 Installers Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 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 TIIE 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 horns Monday through Friday and the fast ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime howl and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The fast 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. I . 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. H. 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. I. All hours worked on Sundays and holidays shall also 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 howl 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 hours 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 paid at double the hourly rate of wage. 1 Benefit Cade Key—Effective 3-4-2015 thru 9-1-2015 1. 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 fast 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 atone and one-half times the hourly rate of wage. All hours worked in excess often (k O) 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 shall 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. 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. 2 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 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 THE 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 hours 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 atone 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 dun Thursday or Tuesday thin 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 SIIALL 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 aller 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)horns 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. 3 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 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 arc established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shill',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 prerniurn '... 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 14th 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(1-1/2)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 thejob 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) HOURS 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. B. All hours worked over twelve(12)horns per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)tunes the straight time rate of pay,unless a four(4) day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and li one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall,be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 4. D. 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating,capacitor stations,generating plants,industrial plants, associated installations and substations,except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday,shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2) tunes the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized,shall be paid at the 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 hoes 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 thin Thursday or Tuesday thin Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(P/z)times the regular shift rate for the first eight(8)hours.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. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday,shall be paid at a premium rate of 20%over the hourly rate of wage. 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 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 Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. IIolidays: 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). H. IIolidays: New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). 1. 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). 5 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 S. 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. IIolidays: 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 1/2). S. Paid IIolidays: 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). Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's 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 1/2). G. Paid Holidays:New Year's Day,Martin Lather King Jr.Day,Presidents'Day,Memorial Day,Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating IIoliday(10), 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). 6 Benefit Code I(ey—Effective 3-4-2015 thru 9-1-2015 6. Z. Holidays: Now 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. 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 shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King 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 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 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. G. 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 King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working 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. 1. 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. 7 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 7. K. Holidays: New Year's Day, Memorial Day, Independence 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 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 IIolidays: 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. IIolidays: 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. P. Holidays: New Year's Day, Memorial Day, Independence 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. T. Paid Holidays:Now 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 falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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 8 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 S. C. In addition to the hourly wage and fiinge 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 premiruns 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: $050,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 Iraffic 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.Flaggers 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 31,2012. 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 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. 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.Flaggers 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.This classification is only effective on or after August 31,2012. 9 Business Licensing Service:License Query Search Page 1 of 1 Contact us FDrm . Ahou'us '.. • rr I • itgf'.JOLIr bILSIn2E5 ''.. • Chenyc orupddt ur 1-mine,,swforma • I aw to_rcrr r_Iiccr,se Search Business Licenses License Information: Entity Name: RAZZ CONSTRUCTION,INC. Business Name: RAZZ CONSTRUCTION, INC. License Type: Washington State Business Entitgivp_en Profit Corporation UBI: 602504498 Business ID:001 Location ID:0002 Status: To check the status of this company,go to Secretary of Slu',e and Department 0f Revenue. Location Address: Mailing Address: ''.. 4055 HAMMER DR 4055 HAMMER DR BELLINGHAM,WA,98226-7665 BELLINGHAM,WA,98226-7665 Vlevt Adol Kral tcraoonp Status Expires First IssuedI Licenses Held at this location Bellingham Ge_0el_al_Busses< Act ve 08/05/2005 MTor Work Permit AdhL 05/31/2016 10/04/2013 Governing People: DONALD RASMUSSEN Information Current as of 08/19/2015 6:39AM Pacific Time New Search This site Is limited to searching for business licenses issued through the Washington State Business Licensing Service. • Coptact u< Forms Dacus • Privacy ©2011 Washin ton State Department of Revenue and its licensors.All rights reserved. o I �C xes�`�P Agenda Item: Bids - 9A TO: City Council DATE: August 4, 2015 SUBJECT: Briscoe-Desimone Levee Improvements Reach 4 - Award MOTION: Move to award the Briscoe-Desimone Levee Improvements Reach 4 to Razz Construction, Inc. in the amount of $873,421.28 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: The project consists of the construction of a setback levee floodwall landward of Briscoe Levee adjacent to the Green River north of South 200th Street. The floodwall will consist of installing two reinforced concrete walls and will be approximately 325 feet long, This project will also include approximately 970 cubic yards of fill and 162 tons of asphalt pavement for the bike trail EXHIBITS: Memo dated July 29, 2015 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: Funding for this project is from the King County Flood Control District in accordance with our executed Interlocal Agreement. REQUEST FOR MAYOR'S SIGNATURE >r< �T v, .H .TQ. Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTMP,NT) j, �` - f Approved by Drrec ,�'� `" Ori Inator: Kelly+Casteel Phone (Originator): 5561 Date Sent: 11 ; Date Required: C-IQ4149 Return Signedocument to: Nancy Yoshitake Contract Termination Date:;70 working days VENDOR NAME: Date Finance Notified: Razz Construction, Inc. (Only required on contracts 8/4/15 10 000 and over or on any Grant DATE OF COUNCIL APPROVAL: Date Risk Manager Notified:N/A 8/4/15 l Be cared on Non-City Standard Contracts/A reements Has this Document been Specifically Account Number: D20082 Authorized in the Budget? o YES: NO Brief Explanation of Document: The attached construction agreement with Razz Construction consists of constructing a setback levee floodwall landward of Briscoe Levee adjacent to the Green River and north of S. 200th St. for the Briscoe-Desimone Levee Improvements Reach 4 project, 3 All Contracts Must Be Routed Through The taw Department .,,.. „Joks 4re4 9 be completed by the Law Departwgent) Received: t f y A Approval of Law Dept. Law De t, Comments: _ Y Date Forwarded to Mayor:` t Shaded Areas To Be Completed By Administration Staff Received: q „ . �VN.a Recommendations and Comments: �mg fi Disposition: ry L rAs /70 - d Date Returned: i P 1CN- V�o�Pmce 5o9R ryPn1 a�,Y.91gndNm nory