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Kitsap Lake Elem Specs 031920_CONFORMED bid docs
Contract Documents For Kitsap Lake Elementary Safe Routes to Schools City of Bremerton Bid Opening: April 10, 2020 City Clerk’s Office, City Hall 345 Sixth Street, Suite 100 Bremerton, WA 98337-1873 Contact Person: Andrea Archer-Parsons, P.E. Public Works and Utilities Engineering Division 345 Sixth Street, Suite 100 Bremerton, WA 98337 Tel: (360) 473-2317 Andrea.Archer-Parsons@ci.bremerton.wa.gov (This page intentionally left blank) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools ii March 2020 Contract Documents Certificate of Engineer (This page intentionally left blank) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools iii March 2020 Contract Documents Table of Contents TABLE OF CONTENTS PAGE PART I – BIDDING REQUIREMENTS AND CONTRACT FORMS NOTICE INVITING BIDS .......................................................................................................... I-1 BIDDER’S CHECKLIST ........................................................................................................... I-3 LOCAL AGENCY PROPOSAL SIGNATURE PAGE ................................................................ I-7 BID PROPOSAL ...................................................................................................................... I-9 SCHEDULE OF PRICES ........................................................................................................I-11 LOCAL AGENCY PROPOSAL BOND ....................................................................................I-19 STATEMENT OF BIDDER’S QUALIFICATIONS ....................................................................I-21 NON-COLLUSION DECLARATION ........................................................................................I-23 UDBE UTILIZATION CERTIFICATION (WSDOT FORM 272-056U) .......................................I-25 UDBE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422-031U) .......................I-29 LOCAL AGENCY CERTIFICATION FOR FEDERAL-AID CONTRACTS (WSDOT FORM 272-040) ......................................................................................................................I-31 PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO PROJECT .................I-33 LOCAL AGENCY CONTRACT ...............................................................................................I-37 STATEMENT OF INTENT TO PAY PREVAILING WAGES, DEPARTMENT OF LABOR .......I-39 INSURANCE QUESTIONNAIRE.............................................................................................I-41 LOCAL AGENCY PERFORMANCE BOND ............................................................................I-43 LOCAL AGENCY PAYMENT BOND .......................................................................................I-45 PART II – SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS .................................................................II-1 DIVISION 1 – GENERAL REQUIREMENTS ............................................................................II-3 DIVISION 2 – EARTHWORK ................................................................................................. II-61 DIVISION 4 – BASES ............................................................................................................ II-67 DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS ............................................... II-71 DIVISION 6 – STRUCTURES .............................................................................................. II-111 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT ......................................................................................... II-113 DIVISION 8 – MISCELLANEOUS CONSTRUCTION ........................................................... II-125 DIVISION 9 – MATERIALS .................................................................................................. II-153 STANDARD PLANS (FEBRUARY 5, 2020) ......................................................................... II-167 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools iv March 2020 Contract Documents Table of Contents APPENDICES A WAGE RATES B CONSTRUCTION FORMS C GEOTECHNICAL REPORT PART I BIDDING REQUIREMENTS AND CONTRACT FORMS (This page intentionally left blank) City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents 233-1896-148 March 2020 Notice Inviting Bids I-1 NOTICE INVITING BIDS FOR KITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOLS RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 Sixth Street, Bremerton, Washington 98337 until 1:00 P.M. PST as shown on the wall clock inside the City Clerk’s office on April 10, 2020, for the project Kitsap Lake Elementary Safe Routes to Schools. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 1:00 P.M. on April 10, 2020, in the office of the City Clerk at 345 Sixth Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be physically completed within one hundred twenty (120) working days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract consists of improvements of Harlow Drive, Francis Drive, Lyle Avenue, and Carr Boulevard and includes, but is not limited to, demolition, grading, hot mix asphalt, permeable concrete sidewalks, curb ramps, driveway approaches, curb and gutter, cdf check dam, storm drains, replace meter box, relocate mailbox, channelization, RRFBs, permanent signing, illumination, and temporary traffic control. All work shall be performed in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on the ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e- arc.com/locations/tacoma, click on the ‘Enter Public Planroom’ link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.cs@e-arc.com. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Kitsap Lake Elementary Safe Routes to Schools. BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents 233-1896-148 March 2020 Notice Inviting Bids I-2 PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by Phone/Email: Andrea Archer-Parsons, P.E. Telephone: (360) 473-2317 Email: Andrea.Archer-Parsons@ci.bremerton.wa.gov Communication by Mail: Public Works and Utilities Engineering Division 345 Sixth Street, Suite 100 Bremerton, WA 98337 ATTN: Andrea Archer-Parsons, P.E. CITY’S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or additives or to waive any informalities in the bidding and shall determine which bid or bidders is the most 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. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 4% has been established for this project. The 4% mandatory goal applies to all work on the project. Published: Daily Journal of Commerce: 03/20/2020 and 04/03/2020 Kitsap Sun: 03/20/2020 and 04/03/2020 END OF NOTICE INVITING BIDS City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-3 March 2020 Contract Documents Bidder’s Checklist BIDDER’S CHECKLIST Bidder must execute and return with submittal: 1. LOCAL AGENCY PROPOSAL SIGNATURE PAGE (WSDOT FORM 272-036K) 2. SCHEDULE OF PRICES 3. LOCAL AGENCY PROPOSAL BOND 4. STATEMENT OF BIDDER’S QUALIFICATIONS 5. NON-COLLUSION DECLARATION (WSDOT FORM 272-036I) 6. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION AND INSTRUCTIONS (WSDOT FORM 272-056U) 7. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422-031U) 8. LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS (WSDOT FORM 272-040) 9. PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT After the Contract is awarded, execute: 10. LOCAL AGENCY CONTRACT (WSDOT FORM 272-006A) 11. STATEMENT OF INTENT TO PAY PREVAILING WAGES 12. INSURANCE QUESTIONNAIRE 13. LOCAL AGENCY PERFORMANCE BOND (WSDOT FORM 272-002A) 14. LOCAL AGENCY PAYMENT BOND (WSDOT FORM 272-003A) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-4 March 2020 Contract Documents Bidder’s Checklist This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-5 March 2020 Contract Documents SUBMIT THE ENCLOSED PROPOSAL BOND WITH YOUR PROPOSAL USE OF OTHER FORMS MAY SUBJECT YOUR BID TO REJECTION City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-6 March 2020 Contract Documents (This page intentionally left blank) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-8 March 2020 Contract Documents Local Agency Proposal Signature Page This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-10 March 2020 Contract Documents Bid Proposal This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-18 March 2020 Contract Documents Schedule of Prices This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-23 March 2020 Contract Documents Non-Collusion Declaration NON-COLLUSION DECLARATION City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-26 March 2020 Contract Documents Underutilized Disadvantaged Business Enterprise Utilization Certification City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-27 March 2020 Contract Documents Underutilized Disadvantaged Business Enterprise Utilization Certification City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-28 March 2020 Contract Documents Underutilized Disadvantaged Business Enterprise Utilization Certification This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-30 March 2020 Contract Documents Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-31 March 2020 Contract Documents Local Agency Certification for Federal Aid Contracts LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-32 March 2020 Contract Documents Local Agency Certification for Federal Aid Contracts This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-34 March 2020 Contract Documents Proposal for Incorporating Recycled Materials into the Project This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-35 March 2020 Contract Documents Proposal for Incorporating Recycled Materials into the Project CONTRACT DOCUMENTS and CONTRACT BOND FORMS WILL BE PROVIDED TO THE SUCCESSFUL BIDDER ONLY City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-36 March 2020 Contract Documents Proposal for Incorporating Recycled Materials into the Project (This page intentionally left blank) 6th May 2020 City of Bremerton Active Construction, Inc. Kitsap Lake Elementary Safe Routes to School Project DocuSign Envelope ID: 594A7284-06DA-42E3-9D54-4FB3E9341A15 Mayor City of Bremerton DocuSign Envelope ID: 594A7284-06DA-42E3-9D54-4FB3E9341A15 5/28/2020 Title: President David Ceccanti 5/29/2020 Greg Wheeler City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-39 March 2020 Contract Documents Statement of Intent to Pay Prevailing Wages STATEMENT OF INTENT TO PAY PREVAILING WAGES City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-40 March 2020 Contract Documents Statement of Intent to Pay Prevailing Wages This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-41 March 2020 Contract Documents Insurance Questionnaire INSURANCE QUESTIONNAIRE NOTE:THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO THE CERTIFICATE OF INSURANCE For (Name of Insured) Project Name Project Owner ARE THE FOLLOWING COVERAGES AND/OR CONDITIONS IN EFFECT? YES NO The Policy form is ISO Commercial General Liability from CG 00 01 or CG 00 02 (circle one). If NO, attach a copy of the policy with required coverage clearly identified. Products and Completed Operation coverage. Cross Liability Clause (or equivalent wording). Personal Injury Liability (with employee exclusion deleted). Broad Form Property Damage with X, C, U Hazards included Blanket Contractual Liability coverage applying to this Contract Employers Liability Stop Gap Deductibles or SIR s GL AL Excess Insurer's Best Rating GL AL Excess This Questionnaire is issued as a matter of information. This Questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached Certificate of Insurance. Agency/Broker Completed by (print or type) Address Completed by (signature) Name of Person to Contact Telephone Number ACTIVE CONSTRUCTION Kitsap Lake Elem SRTS City of Bremerton X X X X X X X $5,000 PD A XV $2,500 PD A XV A XV $10,000 SIR PROPEL INSURANCE TACOMA, WA 98402 ANNA REID ANNA REID ANNA REID 253.761.3246 INSR ADDL SUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person)$ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Valley Forge Insurance Company Continental Insurance Company National Fire Ins Co of Hartford 5/10/2020 Propel Insurance Tacoma Commercial Insurance 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 Anna Reid 800 499-0933 866 577-1326 anna.reid@propelinsurance.com Active Construction Inc PO Box 430 Puyallup, WA 98371-0162 20508 35289 20478 A X X X PD Ded:5,000 X 5093447379 06/15/2019 06/15/2020 1,000,000 500,000 15,000 1,000,000 2,000,000 2,000,000 C X X X 5093447351 06/15/2019 06/15/2020 1,000,000 B X X X 10000 5093447365 06/15/2019 06/15/2020 9,000,000 9,000,000 A N 5093447379 WA Stop Gap ONLY 06/15/2019 06/15/2020 1,000,000 1,000,000 1,000,000 Re: Kitsap Lake Elementary Safe Routes to School project - ACI #20-019 City of Bremerton and its officers, elected officials, employees, agents, and volunteers are included as Additional Insured as required by written contract, as set forth in the attached form(s) and/or endorsement(s). City of Bremerton 345 Sixth Street, Ste. 100 Bremerton, WA 98337 1 of 1 #S4122657/M3679298 ACTICONS3Client#: 142662 AMR00 1 of 1 #S4122657/M3679298 This page has been left blank intentionally. Primary and Noncontributory - Other Insurance Condition Endorsement CNA74987XX (1-15) Policy No: Page 1 of 1 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART It is understood and agreed that the condition entitled Other Insurance is amended to add the following: Primary And Noncontributory Insurance Notwithstanding anything to the contrary, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. the additional insured is a named insured under such other insurance; and b. the Named Insured has agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. This page has been left blank intentionally. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 1 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non-Contributory To Additional Insured's Insurance 3. Bodily Injury – Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury – Exception for Reasonable Force 11. General Aggregate Limits of Insurance – Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability – Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non-owned Aircraft Coverage 19. Non-owned Watercraft 20. Personal And Advertising Injury – Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation – Blanket 26. Wrap-Up Extension: OCIP CCIP, or Consolidated (Wrap-Up) Insurance Programs Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 2 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement , and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury aris ing out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 3 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to s uch mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions – Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions; or Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 4 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY – EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or b. by reason of a Named Insured creating or acquiring the organization during the policy period, Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 5 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizat ions which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; n or b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products-completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or (2) If the cause of loss to the damaged work arises as a result of: Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 6 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product-completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of whic h the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY – RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the parag raph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 7 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) ab ove applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD -ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representati ves and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estat e, heir, legal Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 8 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY – EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construc tion project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products-completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products-completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Ag gregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 9 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory . (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 10 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: • the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 11 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. • the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that pr ovision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY – DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: j. Damage to Property Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 12 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restor ation or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insur ance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products-completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separ ate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. B. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 13 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises R ented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C – Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: $N,NNN,NNN,NNN; or (2) the amount shown in the Declarations for Medical Expense Limit. B. Under COVERAGES, the Insuring Agreement of Coverage C – Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 14 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 18. NON-OWNED AIRCRAFT Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: The exc lusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON-OWNED WATERCRAFT Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: • Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B – Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 15 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from • Provision 1. ADDITIONAL INSURED of this endorsement; or • attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B –Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS – COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B –Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE – ELEVATORS A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE – ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 16 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS – COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products-completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of O klahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION – CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages becaus e of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor 2. Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Policy No: Page 17 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap- up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for wh ich the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. This page has been left blank intentionally. POLICY NUMBER: COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CA 20 48 10 13 Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1 DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II – Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I – Covered Autos Coverages of the Auto Dealers Coverage Form. This page has been left blank intentionally. POLICY NUMBER: COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US. YOU MUST AGREE TO THAT REQUIREMENT PRIOR TO LOSS This page has been left blank intentionally. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-42 March 2020 Contract Documents Insurance Questionnaire This Page Intentionally Left Blank DocuSign Envelope ID: 594A7284-06DA-42E3-9D54-4FB3E9341A15 Bremerton 5/26/2020 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-44 March 2020 Contract Documents Local Agency Performance Bond This Page Intentionally Left Blank DocuSign Envelope ID: 594A7284-06DA-42E3-9D54-4FB3E9341A15 Bremerton 5/26/2020 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools I-46 March 2020 Contract Documents Local Agency Payment Bond This Page Intentionally Left Blank PART II SPECIAL PROVISIONS This Page Intentionally Left Blank i Table of Contents INTRODUCTION TO THE SPECIAL PROVISIONS ................................................................II-1 DIVISION 1 GENERAL REQUIREMENTS ...........................................................................II-3 DESCRIPTION OF WORK ......................................................................................................II-3 1-01 DEFINITIONS AND TERMS .........................................................................................II-3 1-01.3 Definitions .........................................................................................................II-3 1-02 BID PROCEDURES AND CONDITIONS .....................................................................II-5 1-02.1 Prequalification of Bidders ................................................................................II-5 1-02.1 Qualifications of Bidders ...................................................................................II-5 1-02.2 Plans and Specifications ...................................................................................II-5 1-02.4 Examination of Plans, Specifications, and Site of Work.....................................II-5 1-02.4(2) Subsurface Information .....................................................................................II-5 1-02.5 Proposal Forms ................................................................................................II-5 1-02.6 Preparation of Proposal ....................................................................................II-5 1-02.6(1) Recycled Materials Proposal ............................................................................II-7 1-02.7 Bid Deposit .......................................................................................................II-7 1-02.9 Delivery of Proposal ..........................................................................................II-8 1-02.13 Irregular Proposals ............................................................................................II-8 1-02.14 Disqualification of Bidders ............................................................................... II-10 1-02.15 Pre-Award Information .................................................................................... II-13 1-03 AWARD AND EXECUTION OF CONTRACT ............................................................. II-13 1-03.1 Consideration of Bids ...................................................................................... II-13 1-03.3 Execution of Contract ...................................................................................... II-14 1-03.4 Contract Bond ................................................................................................. II-14 1-03.7 Judicial Review ............................................................................................... II-15 1-04 SCOPE OF THE WORK............................................................................................. II-15 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda .................................................................................................... II-15 1-05 CONTROL OF WORK ............................................................................................... II-16 1-05.4 Conformity with and Deviations from Plans and Stakes .................................. II-16 1-05.7 Removal of Defective and Unauthorized Work ................................................ II-19 1-05.11 Final Inspection ............................................................................................... II-19 1-05.11 Final Inspections and Operational Testing ...................................................... II-20 1-05.11(1) Substantial Completion Date ........................................................................... II-20 ii 1-05.11(2) Final Inspection and Physical Completion Date .............................................. II-20 1-05.11(3) Operational Testing ......................................................................................... II-21 1-05.13 Superintendents, Labor, and Equipment of Contractor .................................... II-21 1-05.14 Cooperation with Other Contractors ................................................................ II-21 1-05.15 Methods of Serving Notices ............................................................................ II-22 1-05.16 Water and Power ............................................................................................ II-22 1-05.18 Record Drawings ............................................................................................ II-22 1-06 CONTROL OF MATERIAL ........................................................................................ II-24 Buy America ................................................................................................... II-24 1-06.1 Approval of Materials Prior to Use ................................................................... II-26 1-06.6 Recycled Materials .......................................................................................... II-26 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................... II-26 1-07.1 Laws to be Observed ...................................................................................... II-26 1-07.2 Sales Tax ........................................................................................................ II-27 1-07.2 Sales Tax ........................................................................................................ II-27 1-07.2(1) State Sales Tax – Rule 171 ............................................................................ II-27 1-07.2(2) State Sales Tax – Rule 170 ............................................................................ II-28 1-07.2(3) Services .......................................................................................................... II-28 1-07.9(5) Required Documents ...................................................................................... II-28 1-07.11 Requirements for Nondiscrimination ............................................................... II-29 1-07.12 Federal Agency Inspection .............................................................................. II-43 1-07.13 Contractor’s Responsibility for Work ............................................................... II-43 1-07.14(4) Repair of Damage ........................................................................................... II-43 1-07.17 Utilities and Similar Facilities ........................................................................... II-44 1-07.18 Public Liability and Property Damage Insurance ............................................. II-45 1-07.18 Insurance ........................................................................................................ II-45 1-07.18(1) General Requirements .................................................................................... II-45 1-07.18(2) Additional Insured ........................................................................................... II-46 1-07.18(3) Subcontractors ................................................................................................ II-46 1-07.18(4) Verification of Coverage .................................................................................. II-47 1-07.18(5) Coverages and Limits ..................................................................................... II-47 1-07.18(5)A Commercial General Liability .......................................................................... II-47 1-07.18(5)B Automobile Liability ......................................................................................... II-48 1-07.18(5)C Workers’ Compensation .................................................................................. II-48 1-07.23 Public Convenience and Safety ...................................................................... II-48 iii 1-07.23(1) Construction Under Traffic .............................................................................. II-48 1-07.24 Rights of Way ................................................................................................. II-50 1-08 PROSECUTION AND PROGRESS ........................................................................... II-51 1-08.0 Preliminary Matters ......................................................................................... II-51 1-08.0(1) Preconstruction Conference ............................................................................ II-52 1-08.0(2) Hours of Work ................................................................................................. II-52 1-08.1 Subcontracting ................................................................................................ II-53 1-08.3 Progress Schedule .......................................................................................... II-54 1-08.3(2) Progress Schedule Types ............................................................................... II-54 1-08.3(2)A Type A Progress Schedule ............................................................................. II-54 1-08.4 Prosecution of Work ........................................................................................ II-54 1-08.4 Notice to Proceed and Prosecution of Work .................................................... II-54 1-08.5 Time for Completion ........................................................................................ II-55 1-08.9 Liquidated Damages ....................................................................................... II-55 1-09 MEASUREMENT AND PAYMENT ............................................................................ II-56 1-09.6 Force Account ................................................................................................. II-56 1-09.9 Payments ........................................................................................................ II-57 1-09.9(1) Retainage ....................................................................................................... II-58 1-09.11(3) Time Limitation and Jurisdiction ...................................................................... II-58 1-09.13(3) Claims $250,000 or Less ................................................................................ II-58 1-09.13(3)A Administration of Arbitration ............................................................................ II-59 1-10 TEMPORARY TRAFFIC CONTROL .......................................................................... II-59 1-10.2 Traffic Control Management ............................................................................ II-59 1-10.2(1) General ........................................................................................................... II-59 1-10.4 Measurement .................................................................................................. II-60 1-10.4(1) Lump Sum Bid for Project (No Unit Items)....................................................... II-60 DIVISION 2 EARTHWORK ................................................................................................ II-61 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS............................................. II-61 2-02.3 Construction Requirements ............................................................................. II-61 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters ................................... II-61 2-02.3(4) Adjusting Existing Utilities to Grade ................................................................ II-62 2-02.3(5) Pothole Existing Utilities .................................................................................. II-63 2-02.4 Vacant ............................................................................................................ II-63 2-02.4 Measurement .................................................................................................. II-63 2-02.5 Payment ......................................................................................................... II-64 iv 2-03 ROADWAY EXCAVATION AND EMBANKMENT ..................................................... II-64 2-03.1 Description ...................................................................................................... II-64 2-03.3 Construction Requirements ............................................................................. II-65 2-03.3(14) Embankment Construction .............................................................................. II-65 2-03.3(14)E Unsuitable Foundation Excavation .................................................................. II-65 2-03.4 Measurement .................................................................................................. II-65 2-06 SUBGRADE PREPARATION .................................................................................... II-65 2-06.3 Construction Requirements ............................................................................. II-65 2-06.3(3) Subgrade for Permeable Pavements .............................................................. II-65 2-07 WATERING ................................................................................................................ II-66 2-07.1 Description ...................................................................................................... II-66 2-09 STRUCTURE EXCAVATION ..................................................................................... II-66 2-09.3 Construction Requirements ............................................................................. II-66 2-09.3(1) General Requirements .................................................................................... II-66 2-09.3(1)E Backfilling ....................................................................................................... II-66 2-09.3(1)G Trench Dewatering .......................................................................................... II-66 DIVISION 4 BASES ........................................................................................................... II-67 4-04 BALLAST AND CRUSHED SURFACING ................................................................. II-67 4-04.2 Gravel Base .................................................................................................... II-67 4-04.3 Construction Requirements ............................................................................. II-68 4-04.3(5) Shaping and Compaction ................................................................................ II-68 4-04.4 Measurement .................................................................................................. II-68 4-04.5 Payment ......................................................................................................... II-69 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............................................. II-71 5-04 HOT MIX ASPHALT ................................................................................................... II-71 5-04.1 Description ...................................................................................................... II-71 5-04.2 Materials ......................................................................................................... II-71 5-04.2(1) How to Get an HMA Mix Design on the QPL ................................................... II-72 5-04.2(1)A Vacant ............................................................................................................ II-72 5-04.2(2) Mix Design – Obtaining Project Approval ........................................................ II-72 5-04.2(2)B Using Warm Mix Asphalt Processes ............................................................... II-73 5-04.3 Construction Requirements ............................................................................. II-73 5-04.3(1) Weather Limitations ........................................................................................ II-73 5-04.3(2) Paving Under Traffic ....................................................................................... II-74 5-04.3(3) Equipment....................................................................................................... II-74 v 5-04.3(3)A Mixing Plant .................................................................................................... II-74 5-04.3(3)B Hauling Equipment .......................................................................................... II-75 5-04.3(3)C Pavers ............................................................................................................ II-75 5-04.3(3)D Material Transfer Device and Material Transfer Vehicle .................................. II-76 5-04.3(3)E Rollers ............................................................................................................ II-77 5-04.3(4) Preparation of Existing Paved Surfaces .......................................................... II-77 5-04.3(4)A Crack Sealing ................................................................................................. II-78 5-04.3(4)A1 General ........................................................................................................... II-78 5-04.3(4)A2 Crack Sealing Areas Prior to Paving ............................................................... II-79 5-04.3(4)A3 Crack Sealing Areas Not to be Paved ............................................................. II-79 5-04.3(4)B Vacant ............................................................................................................ II-79 5-04.3(4)C Pavement Repair ............................................................................................ II-79 5-04.3(5) Producing/Stockpiling Aggregates and RAP ................................................... II-80 5-04.3(5)A Vacant ............................................................................................................ II-80 5-04.3(6) Mixing ............................................................................................................. II-80 5-04.3(7) Spreading and Finishing ................................................................................. II-81 5-04.3(8) Aggregate Acceptance Prior to Incorporation into HMA .................................. II-81 5-04.3(9) HMA Mixture Acceptance ................................................................................ II-81 5-04.3(9)A Vacant ............................................................................................................ II-83 5-04.3(9)B Vacant ............................................................................................................ II-83 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation .............................................. II-83 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots ...................................... II-83 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling ..................................................... II-83 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing ................................. II-84 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors .............................................. II-84 5-04.3(9)C5 Vacant ............................................................................................................ II-84 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments .................................... II-84 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests ..................................................... II-85 5-04.3(9)D Mixture Acceptance – Commercial Evaluation ................................................ II-85 5-04.3(10) HMA Compaction Acceptance ........................................................................ II-85 5-04.3(10)A HMA Compaction – General Compaction Requirements................................. II-87 5-04.3(10)B HMA Compaction – Cyclic Density .................................................................. II-87 5-04.3(10)C Vacant ............................................................................................................ II-87 5-04.3(10)D HMA Nonstatistical Compaction ...................................................................... II-87 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots ..................................... II-87 vi 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing ............... II-88 5-04.3(10)D3 HMA Compaction Nonstatistical Evaluation – Price Adjustments .................. II-88 5-04.3(11) Reject Work .................................................................................................... II-88 5-04.3(11)A Reject Work General ....................................................................................... II-88 5-04.3(11)B Rejection by Contractor................................................................................... II-88 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) ........................................ II-89 5-04.3(11)D Rejection – A Partial Sublot ............................................................................ II-89 5-04.3(11)E Rejection – An Entire Sublot ........................................................................... II-89 5-04.3(11)F Rejection – A Lot in Progress .......................................................................... II-89 5-04.3(11)G Rejection – An Entire Lot (Mixture or Compaction) .......................................... II-90 5-04.3(12) Joints .............................................................................................................. II-90 5-04.3(12)A HMA Joints ..................................................................................................... II-90 5-04.3(12)A1 Transverse Joints .......................................................................................... II-90 5-04.3(12)A2 Longitudinal Joints ........................................................................................ II-90 5-04.3(12)B Bridge Paving Joint Seals ............................................................................... II-90 5-04.3(12)B1 HMA Sawcut and Seal .................................................................................. II-90 5-04.3(12)B2 Paved Panel Joint Seal ................................................................................. II-91 5-04.3(13) Surface Smoothness ....................................................................................... II-91 5-04.3(14) Planing (Milling) Bituminous Pavement ........................................................... II-92 5-04.3(14)A Pre-Planing Metal Detection Check ................................................................ II-92 5-04.3(14)B Paving and Planing Under Traffic .................................................................... II-93 5-04.3(14)B1 General ......................................................................................................... II-93 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan .......................................... II-94 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing ............................................................. II-95 5-04.3(15) Sealing Pavement Surfaces ............................................................................ II-96 5-04.3(16) HMA Road Approaches .................................................................................. II-96 5-04.4 Measurement .................................................................................................. II-96 5-04.5 Payement ....................................................................................................... II-97 5-06 PERVIOUS CONCRETE PAVEMENT ....................................................................... II-99 5-06.1 Description ...................................................................................................... II-99 5-06.2 Materials ......................................................................................................... II-99 5-06.3 Construction Requirements ........................................................................... II-100 5-06.3(1) Pervious Concrete Preconstruction Meeting ................................................. II-100 5-06.3(2) Pervious Concrete Mix Design ...................................................................... II-101 5-06.3(2)A Mix Design Criteria ........................................................................................ II-101 vii 5-06.3(2)B Job Mix Formula (JMF) ................................................................................. II-101 5-06.3(3) Submittals ..................................................................................................... II-101 5-06.3(4) Equipment..................................................................................................... II-102 5-06.3(4)A Batching Plant and Equipment ...................................................................... II-102 5-06.3(4)B Mixer Trucks ................................................................................................. II-102 5-06.3(4)C Side Forms ................................................................................................... II-103 5-06.3(4)D Finishing Equipment ..................................................................................... II-103 5-06.3(5) Measuring and Batching Materials ................................................................ II-103 5-06.3(6) Acceptance ................................................................................................... II-103 5-06.3(6)A Infiltration Rate of the Placed Pavement ....................................................... II-104 5-06.3(7) Rejection ....................................................................................................... II-105 5-06.3(8) Mixing Pervious Concrete ............................................................................. II-105 5-06.3(8)A Limitations of Mixing Pervious Concrete ....................................................... II-105 5-06.3(9) Subgrade Preparation and Subbase ............................................................. II-105 5-06.3(10) Placing, Spreading, Finishing, Edging, Tolerances and Curing ..................... II-106 5-06.3(10)A Contractor’s Qualifications ............................................................................ II-106 5-06.3(10)B Test Panel..................................................................................................... II-107 5-06.3(11) Joints ............................................................................................................ II-108 5-06.3(11)A Construction Joints ....................................................................................... II-108 5-06.3(11)B Contraction Joints ......................................................................................... II-108 5-06.3(11)C Isolation Joints .............................................................................................. II-108 5-06.3(12) Cold Weather Work ....................................................................................... II-108 5-06.3(13) Protection of Pervious Concrete Pavement ................................................... II-109 5-06.4 Measurement ................................................................................................ II-109 5-06.5 Payment ....................................................................................................... II-110 DIVISION 6 STRUCTURES ............................................................................................. II-111 6-20 REDI-ROCK RETAINING WALL ............................................................................. II-111 6-20.1 Description .................................................................................................... II-111 6-20.2 Materials ....................................................................................................... II-111 6-20.3 Construction Requirements ........................................................................... II-111 6-20.4 Measurement ................................................................................................ II-112 6-20.5 Payment ....................................................................................................... II-112 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS ................................................................................ II-113 7-01 DRAINS ................................................................................................................... II-113 viii 7-01.1 Description .................................................................................................... II-113 7-01.4 Measurement ................................................................................................ II-113 7-01.5 Payment ....................................................................................................... II-113 7-04 STORM SEWERS .................................................................................................... II-113 7-04.2 Materials ....................................................................................................... II-113 7-04.3 Construction Requirements ........................................................................... II-114 7-04.3(1) Cleaning and Testing .................................................................................... II-114 7-04.3(2) Television Inspection .................................................................................... II-114 7-04.4 Measurement ................................................................................................ II-114 7-04.5 Payment ....................................................................................................... II-115 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS ................................... II-115 7-05.2 Materials ....................................................................................................... II-115 7-05.3 Construction Requirements ........................................................................... II-116 7-05.3(1) Adjusting Manholes and Catch Basins to Grade ........................................... II-117 7-05.5 Payment ....................................................................................................... II-117 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS .............................................. II-117 7-08.1 Description .................................................................................................... II-117 7-08.2 Materials ....................................................................................................... II-117 7-08.3 Construction Requirements ........................................................................... II-118 7-08.3(1) Excavation and Preparation of Trench .......................................................... II-118 7-08.3(1)A Trenches ....................................................................................................... II-118 7-08.3(3)A Vertical Clearance Between Utility Lines ....................................................... II-119 7-08.3(4) Plugging Existing Pipe .................................................................................. II-119 7-08.3(5) Maintaining Storm and Sanitary Service ....................................................... II-119 7-08.4 Measurement ................................................................................................ II-120 7-08.5 Payment ....................................................................................................... II-120 7-12 VALVES FOR WATER MAINS ................................................................................ II-121 7-12.1 Description .................................................................................................... II-121 7-12.2 Materials ....................................................................................................... II-121 7-12.3 Construction Requirements ........................................................................... II-121 7-12.4 Measurement ................................................................................................ II-122 7-12.5 Payment ....................................................................................................... II-122 7-15 SERVICE CONNECTIONS ...................................................................................... II-122 7-15.1 Description .................................................................................................... II-122 7-15.2 Materials ....................................................................................................... II-122 ix 7-15.3 Construction Requirements ........................................................................... II-122 7-15.4 Measurement ................................................................................................ II-122 7-15.5 Payment ....................................................................................................... II-123 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................................................... II-125 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ................................ II-125 8-01.3 Construction Requirements ........................................................................... II-125 8-01.3(1) General ......................................................................................................... II-125 8-01.3(1)A Submittals ..................................................................................................... II-125 8-01.4 Measurement ................................................................................................ II-125 8-01.5 Payment ....................................................................................................... II-125 8-02 ROADSIDE RESTORATION .................................................................................... II-126 8-02.1 Description .................................................................................................... II-126 8-02.1(1) Submittals ..................................................................................................... II-126 8-02.2 Materials ....................................................................................................... II-126 8-02.3 Construction Requirements ........................................................................... II-126 8-02.3 (4) Topsoil .......................................................................................................... II-126 8-02.4 Measurement ................................................................................................ II-126 8-02.5 Payment ....................................................................................................... II-127 8-04 CURBS, GUTTERS, AND SPILLWAYS .................................................................. II-127 8-04.1 Description .................................................................................................... II-127 8-04.4 Measurement ................................................................................................ II-127 8-04.5 Payment ....................................................................................................... II-127 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES .................................................. II-128 8-06.3 Construction Requirements ........................................................................... II-128 8-06.4 Measurement ................................................................................................ II-128 8-06.5 Payment ....................................................................................................... II-128 8-09 RAISED PAVEMENT MARKERS ............................................................................ II-128 8-09.4 Measurement ................................................................................................ II-128 8-09.5 Payment ....................................................................................................... II-128 8-13 MONUMENT CASES ............................................................................................... II-129 8-13.1 Description .................................................................................................... II-129 8-13.2 Materials ....................................................................................................... II-129 8-13.4 Measurement ................................................................................................ II-129 8-13.5 Payment ....................................................................................................... II-129 x 8-14 CEMENT CONCRETE SIDEWALKS ....................................................................... II-129 8-14.1 Description .................................................................................................... II-129 8-14.2 Materials ....................................................................................................... II-129 8-14.3 Construction Requirements ........................................................................... II-130 8-14.3(6) Curb Ramps .................................................................................................. II-130 8-14.4 Measurement ................................................................................................ II-131 8-14.5 Payment ....................................................................................................... II-131 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPOTATION SYSTEMS, AND ELECTRICAL ............................................................................... II-131 8-20.1 Description .................................................................................................... II-131 8-20.1(1) Regulations and Code .................................................................................. II-132 8-20.1(3) Permitting and Inspections ............................................................................ II-133 8-20.2 Materials ....................................................................................................... II-133 8-20.2(1) Equipment List and Drawings........................................................................ II-133 8-20.3 Construction Requirements ........................................................................... II-134 8-20.3(1) General ......................................................................................................... II-134 8-20.3(2) Excavating and Backfilling ............................................................................ II-135 8-20.3(4) Foundations .................................................................................................. II-135 8-20.3(5) Conduit ......................................................................................................... II-136 8-20.3(5)A General ......................................................................................................... II-137 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes .............................................. II-137 8-20.3(9) Bonding, Grounding ...................................................................................... II-137 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets II-137 8-20.3(11) Testing .......................................................................................................... II-143 8-20.3(13) Illumination Systems ..................................................................................... II-143 8-20.3(13)A Light Standards ............................................................................................. II-143 8-20.3(18) Utility Installation and Coordination ............................................................... II-144 8-20.4 Measurement ................................................................................................ II-145 8-20.5 Payment ....................................................................................................... II-147 8-21 PERMANENT SIGNING ........................................................................................... II-149 8-21.3 Construction Requirements ........................................................................... II-149 8-21.3(4) Sign Removal ............................................................................................... II-149 8-21.4 Measurement ................................................................................................ II-149 8-21.5 Payment ....................................................................................................... II-149 xi 8-22 PAVEMNET MARKING ........................................................................................... II-150 8-22.2 Materials ....................................................................................................... II-150 8-22.4 Measurement ................................................................................................ II-150 8-22.5 Payment ....................................................................................................... II-150 8-30 ALUMINUM GUARDRAIL ........................................................................................ II-150 8-30.1 Description .................................................................................................... II-150 8-30.2 Materials ....................................................................................................... II-150 8-30.3 Construction Requirements ........................................................................... II-150 8-30.4 Measurement ................................................................................................ II-151 8-30.5 Payment ....................................................................................................... II-151 8-31 RELOCATE MAILBOX ............................................................................................ II-151 8-31.1 Description .................................................................................................... II-151 8-31.2 Materials ....................................................................................................... II-151 8-31.4 Measurement ................................................................................................ II-151 8-31.5 Payment ....................................................................................................... II-151 DIVISION 9 MATERIALS ................................................................................................. II-153 9-14 EROSION CONTROL AND ROADSIDE PLANTING ............................................... II-153 9-14.2 Topsoil .......................................................................................................... II-153 9-14.2(1) Topsoil Type A .............................................................................................. II-153 9-29 ILLUMINATION, SIGNAL, ELECTRICAL ................................................................ II-153 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes .............................................. II-154 9-29.5 Vacant .......................................................................................................... II-154 9-29.5 Rectangular Rapid Flashing Beacons (RRFB) Assembly and Flashing Beacon Assembly ...................................................................................................... II-154 9-29.5 RRFB Assembly............................................................................................ II-154 9-29.6 Light and Signal Standards ........................................................................... II-160 9-29.6(1) Steel Light and Signal Standards .................................................................. II-160 9-29.10 Luminaires .................................................................................................... II-161 9-29.19 Pedestrian Push Buttons ............................................................................... II-162 9-30 WATER DISTRIBUTION MATERIALS .................................................................... II-164 9-30.3 Valves ........................................................................................................... II-164 9-30.3(4) Valve Boxes .................................................................................................. II-164 9-30.5 Hydrants ....................................................................................................... II-165 9-30.5(2) Hydrant Dimensions ...................................................................................... II-165 9-30.5(6) Guard Posts .................................................................................................. II-165 xii 9-30.6 Water Service Connections (2 Inches and Smaller) ....................................... II-165 9-30.6(2) Corporation Stops .......................................................................................... II-165 9-30.6(3) Service Pipes ................................................................................................. II-166 9-30.6(3)B Polyethylene Tubing ....................................................................................... II-166 APPENDICES Appendix A – Prevailing Wages ............................................................................. A-1 thru A-76 Appendix B – Construction Forms ............................................................................ B-1 thru B-8 Appendix C – Geotechnical Report ....................................................................... C-1 thru C-58 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-1 March 2020 Contract Documents introduction to the Special Provisions INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, *** 2020 *** edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition City of Bremerton Design and Construction Standards, Divisions 2-8 Contractor shall obtain copies of these publications, at Contractor’s own expense. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-2 March 2020 Contract Documents introduction to the Special Provisions This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-3 March 2020 Contract Documents Division 1 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract provides for the improvement of *** Harlow Drive, Francis Drive, Lyle Avenue, and Carr Boulevard and includes, but is not limited to, demolition, grading, hot mix asphalt, permeable concrete sidewalks, curb ramps, driveway approaches, curb and gutter, cdf check dam, storm drains, replace meter box, relocate mailbox, channelization, RRFBs, permanent signing, illumination, and temporary traffic control *** all in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-4 March 2020 Contract Documents Division 1 Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for “Contract”. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-5 March 2020 Contract Documents Division 1 Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders (January 24, 2011 APWA GSP) Delete Section 1-02.1 and replace it with the following: 1-02.1 Qualifications of Bidder Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete Section 1-02.2 and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11 x 17) *** 4 *** Furnished automatically upon award. Contract Provisions *** 4 *** Furnished automatically upon award. Large plans (e.g., 22 x 34) and Contract Provisions *** 2 *** Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor’s own expense. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-6 March 2020 Contract Documents Division 1 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (July 11, 2018 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last two paragraphs, and replace them with the following: If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor to perform those items of work. The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-7 March 2020 Contract Documents Division 1 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. Add the following new section: 1-02.6(1) Recycled Materials Proposal New Section (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-8 March 2020 Contract Documents Division 1 1-02.9 Delivery of Proposal (December 19, 2019 APWA GSP, Option A) Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder’s completed UDBE Utilization Certification (WSDOT 272-056U) • Good Faith Effort (GFE) Documentation • UDBE Bid Item Breakdown (WSDOT 272-054) • UDBE Trucking Credit Form (WSDOT 272-058) These documents, if applicable, shall be received either with the Bid Proposal or as a supplement to the Bid. These documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope labeled the same as for the Proposal, with “Supplemental Information” added. All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental Information” (UDBE confirmations, or GFE documentation) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.13 Irregular Proposals (December 19, 2019 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-9 March 2020 Contract Documents Division 1 b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder’s completed UDBE Utilization Certification that they are in agreement with the bidder’s UDBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a UDBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit UDBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-10 March 2020 Contract Documents Division 1 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option B) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 1-7 listed in this Section. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder does not owe delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes are owed to the Washington State Department of Revenue, the Bidder must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an “active exclusion” on the U.S. government’s “System for Award Management” database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder’s standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder’s subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier subcontractors with whom it contracts are also “responsible” subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-11 March 2020 Contract Documents Division 1 4. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project; • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 5. Public Bidding Crime A. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause/Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 7. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-12 March 2020 Contract Documents Division 1 meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts. As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets the supplemental criteria together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder’s compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency’s final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-13 March 2020 Contract Documents Division 1 Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1-02.15 Pre-Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-14 March 2020 Contract Documents Division 1 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within *** 10 *** calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of $$10$$ additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-15 March 2020 Contract Documents Division 1 indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1-03.7 Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-16 March 2020 Contract Documents Division 1 6. Standard Specifications, 7. Contracting Agency’s Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviations from Plans and Stakes Section 1-05.4 is supplemented with the following: (August 7, 2017 WSDOT GSP, Option 2) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder’s inspection at the office of the Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor’s responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day’s record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in “Definitions of Surveying and Associated Terms” current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-17 March 2020 Contract Documents Division 1 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-18 March 2020 Contract Documents Division 1 supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes 0.10 feet 0.10 feet Subgrade grade stakes set 0.04 feet below grade 0.01 feet 0.5 feet (parallel to alignment) 0.1 feet (normal to alignment) Stationing on roadway N/A 0.1 feet Alignment on roadway N/A 0.04 feet Surfacing grade stakes 0.01 feet 0.5 feet (parallel to alignment) 0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving 0.01 feet 0.2 feet (parallel to alignment) 0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor’s surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-19 March 2020 Contract Documents Division 1 Payment Payment will be made for the following bid item when included in the proposal: “Roadway Surveying”, lump sum. The lump sum contract price for “Roadway Surveying” shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-20 March 2020 Contract Documents Division 1 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contr actor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-21 March 2020 Contract Documents Division 1 acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the contract. 1-05.13 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation With Other Contractors Section 1-05.14 is supplemented with the following: (March 13, 1995 WSDOT GSP, Option 1) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: 1. Adjustment of underground and overhead power lines by Puget Sound Energy. It should be anticipated that the private utility companies will require time to relocate the utilities shown on the Plans or for unknown underground utilities encountered during construction. Private utilities may also be installing new utilities not shown on the Plans. It may be necessary for the Contractor to suspend work in areas of the project for a period of several days throughout the construction process to allow for the private utility relocations to occur. If City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-22 March 2020 Contract Documents Division 1 the Contractor cannot perform work on other areas within the project limits as a result of private utility relocations, a suspension of work may be granted. Any suspension of work due to utility relocation will not be counted against the contract time, provided the Contract or complies with the following: 1. The Contractor has made a good faith effort to coordinate utility relocations. 2. All improvements, which are not directly affected by utility conflicts, have been installed. All coordination required between the work to be accomplished by these agencies and that performed by the Contractor shall be the responsibility of the Contractor and all costs associated therewith shall be included in the bid prices in the Proposal. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer’s office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power New Section (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.18 Record Drawings New Section (March 8, 2013 APWA GSP) The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red-lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor’s field office, and shall be available for review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-23 March 2020 Contract Documents Division 1 The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance limits include, but are not limited to the following: Vertical Horizontal As-built sanitary & storm invert and grate elevations ± 0.01 foot ± 0.01 foot As-built monumentation ± 0.001 foot ± 0.001 foot As-built waterlines, inverts, valves, hydrants ± 0.10 foot ± 0.10 foot As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot As-built signs, signals, etc. N/A ± 0.10 foot Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions - Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-24 March 2020 Contract Documents Division 1 • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: Record Drawings (Minimum Bid $ $$2,500$$) Lump Sum Payment for this item will be made on a prorated monthly basis for work completed in accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon submittal and approval of the completed Record Drawings set prepared in conformance with these Special Provisions. A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at least that amount. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: Buy America (August 6, 2012 WSDOT GSP, Option 1(A)) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-25 March 2020 Contract Documents Division 1 requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or 8 containing, steel or iron construction materials prior to such items being incorporated 9 into the permanent work. The certification shall be on DOT Form 350-109EF provided 10 by the Engineer, or such other form the Contractor chooses, provided it contains the 11 same information as DOT Form 350-109EF. Section 1-06 is further supplemented with the following: The Contracting Agency has specified patented/proprietary items, some of which contain foreign steel and/or iron. The Contractor shall be made aware that the total value of the foreign steel associated with patented/proprietary items is ***$44.13*** and will apply toward the minor amounts of foreign steel and iron allowed herein. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-26 March 2020 Contract Documents Division 1 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented with the following: (April 3, 2017 WSDOT GSP) For each proposed material that is required to be submitted for approval using either the QPL or RAM process the Contractor will be allowed to submit for approval two material sources or manufacturers per material type at no cost. Additional material sources or manufacturers may be submitted for approval and will be processed at a cost of $125.00 per material source or manufacturer submitted by QPL submittal and $400.00 per material submitted by RAM. All costs for processing additional material sources or manufacturers will be deducted from monies due or that may come due to the Contractor. Subject to a request by the Contractor and a determination by the Engineer the costs for processing may be waived. 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-27 March 2020 Contract Documents Division 1 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-28 March 2020 Contract Documents Division 1 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.9(5) Required Documents (January 3, 2020 APWA GSP) Delete this section and replace it with the following: General All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system. Intents and Affidavits On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has provided Work and materials for the Contract: 1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700-029-000. The Contracting Agency will make no payment under this Contract until this statement has been approved by State L&I and reviewed by the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-29 March 2020 Contract Documents Division 1 2. The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-007-000. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for the Contractor and all Subcontractors have been received by the Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I and all of the approved forms have been submitted to the Engineer for every firm that worked on the Contract. The Contractor is responsible for requesting these forms from State L&I and for paying any fees required by State L&I. Certified Payrolls Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal-aid projects and no less than monthly on State funded projects. Penalties for Noncompliance The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12). 1-07.11 Requirements for Nondiscrimination (December 19, 2019 APWA GSP, Option B) Supplement this section with the following: Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker – A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description – Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory – A database of all Minority, Women, and Disadvantaged Business Enterprises, including those identified as a UDBE, currently certified by Washington State. The on-line Directory is available to Bidders for their use in identifying and soliciting interest from DBE firms. The database is located under the City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-30 March 2020 Contract Documents Division 1 Firm Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitycompliance.com. Commercially Useful Function (CUF) – 49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors.” Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington State Office of Minority and Women’s Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of DBE. Force Account Work – Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts – Efforts to achieve the UDBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Reasonable Fee (DBE) – For purposes of Brokers or service providers a reasonable fee shall not exceed 5% of the total cost of the goods or services brokered. Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers’ own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-31 March 2020 Contract Documents Division 1 Underutilized Disadvantaged Business Enterprise (UDBE) – A DBE Firm that is underutilized based on WSDOT’s Disparity Study. UDBE Commitment – The dollar amount the Bidder indicates they will be subcontracting to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the UDBE Commitment require the Engineer’s approval. UDBE Condition of Award (COA) Goal – An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). UDBE COA Goal The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of: *** 4 percent *** Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces and is certified to perform. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor’s resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-32 March 2020 Contract Documents Division 1 and used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is not allowed. When the subcontractor is part of a UDBE Commitment, the following apply: 1. If a UDBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the UDBE COA Goal only if the Lower-Tier Subcontractor is also a UDBE. 2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, but not a UDBE, may be counted as DBE participation but not counted toward the UDBE COA Goal. 3. Work subcontracted to a non-DBE does not count towards the UDBE COA Goal nor DBE participation. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. DBE Service Provider The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Bidder elects to utilize force account Work to meet the UDBE COA Goal, as demonstrated by listing this force account Work on the UDBE Utilization Certification Form, for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be credited toward the Bidder’s Commitment to meet the UDBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards UDBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests). If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier of those materials. In situations where the DBE’s work is City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-33 March 2020 Contract Documents Division 1 priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The DBE who le ases additional trucks from another DBE firm receives credit for the value of the transportation services the lessee DBE provides on the Contract. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a truck leasing company (recognized truck rental center), but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE, participation may count towards the UDBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. If the DBE regular dealer is a UDBE, participation may count towards the UDBE COA Goal. DBE firms proposed to be used as a Regular Dealer must be approved before being listed as a COA/used on a project. The WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the UDBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five calendar days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, can count as DBE participation provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE participation. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-34 March 2020 Contract Documents Division 1 Women’s Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Underutilized Disadvantaged Business Enterprise Utilization The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification with the Bidder’s sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder’s UDBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization Certification (WSDOT Form 272-056U) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the UDBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a UDBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal. Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s) The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder’s completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. The Confirmation Documents provide confirmation from the UDBEs that they are participating in the Contract as provided in the Bidder’s Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A UDBE Written Confirmation Document (WSDOT Form 422-031U) is included in the Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a UDBE, the validity of the document comes into question. The associated UDBE participation may not receive credit. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-35 March 2020 Contract Documents Division 1 Selection of Successful Bidder/Good Faith Efforts (GFE) The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization Certification. Achieving the UDBE COA Goal may be accomplished in one of two ways: 1. By meeting the UDBE COA Goal Submission of the UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s) showing the Bidder has obtained enough UDBE participation to meet or exceed the UDBE COA Goal, the UDBE Bid Item Breakdown and the UDBE Trucking Credit Form, if applicable. 2. By documentation that the Bidder made adequate GFE to meet the UDBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s), the UDBE Bid Item Breakdown form and the UDBE Trucking Credit Form, if applicable. Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised UDBE COA Goal. GFE documentation, the UDBE Bid Item Breakdown form, and the UDBE Trucking Credit Form, if applicable, shall be submitted as specified in Section 1-02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: 1. Determining award of a Contract that has COA goal, 2. When a COA UDBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its UDBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder’s GFE to achieve UDBE participation. It is not City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-36 March 2020 Contract Documents Division 1 intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. 1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified UDBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the UDBEs to respond to the solicitation. The Bidder must determine with certainty if the UDBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by UDBEs in order to increase the likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate UDBE participation, even when the Bidder might otherwise prefer to perform these Work items with its own forces. 3. Providing interested UDBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested UDBEs. It is the Bidder’s responsibility to make a portion of the Work available to UDBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available UDBE subcontractors and suppliers, so as to facilitate UDBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of UDBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for UDBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm’s price and capabilities as well as the UDBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using UDBEs is not in itself sufficient reason for a Bidder’s failure to meet the UDBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Bidder to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Bidders are not, however, required to accept higher quotes from UDBEs if the price difference is excessive or unreasonable. 4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Bidder’s standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Bidder’s efforts to meet the UDBE COA Goal. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-37 March 2020 Contract Documents Division 1 5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Bidder. 6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors’ groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of UDBEs. 8. Documentation of GFE must include copies of each UDBE and non -DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a UDBE for Work on the Contract. (ref. updated DBE regulations – 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder’s GFE documentation shall be made by an official who did not take part in the original determination. • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder’s position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. UDBE Bid Item Breakdown The Bidder shall submit a UDBE Bid Item Breakdown Form (WSDO T Form 272-054) as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. UDBE Trucking Credit Form The Bidder shall submit a UDBE Trucking Credit Form (WSDOT Form 272-058), as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. Note: The UDBE Trucking Credit Form is only required for a UDBE Firm listed on the UDBE Utilization Certification as a subcontractor for “Trucking” or “Hauling” and are performing a part of a bid item. For example, if the item of Wor k is Structure Excavation including Haul, and another firm is doing the excavation and the UDBE Trucking firm is doing the haul, the form is required. For a UDBE subcontractor City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-38 March 2020 Contract Documents Division 1 that is responsible for an entire item of work that may require some use of trucks, the form is not required. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond or deposit. 1. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform “all” of these functions on a furnish-and-install contract, it has not performed a CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be provided prior to the Subcontractor beginning Work. Any use of the Contractor’s equipment by a DBE may not be credited as countable participation. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-39 March 2020 Contract Documents Division 1 • The DBE itself shall own and operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE’s payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. • Leased trucks shall display the name and identification number of the DBE. UDBE/DBE/FSBE Truck Unit Listing Log In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE Truck Unit Listing Log (WSDOT Form 350-077), copy of vehicle registrations, and all Rental/Lease agreements (if applicable). The supplemental information shall be submitted to the Engineer prior to any trucking services being performed for DBE credit. Incomplete or incorrect supplemental information will be returned for correction. The corrected Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit Listing Log may result in trucks not being credited as DBE participation. Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week after the work was performed. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must “be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself.” The Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-40 March 2020 Contract Documents Division 1 Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE’s participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt payment requirements apply to progress payments as well as return of retainage. Subcontracts Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be submitted by email to the following email address ***Andrea.Archer-Parsons@ci.bremerton.wa.us*** The prime contractor shall notify the Engineer in writing within five calendar days of subcontract submittal. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to UDBE The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA UDBEs. Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA UDBE. The Contractor may be directed to substitute for the Work in such instances. Contractor Initiated Changes The Contractor cannot reduce the amount of work committed to a COA UDBE without good cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a UDBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another UDBE. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-41 March 2020 Contract Documents Division 1 Contractor Proposed DBE Substitutions Requests to substitute a COA UDBE must be for good cause (see UDBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a UDBE with another certified UDBE. When any changes between Contract Award and Execution result in a substitution of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the Contract. UDBE Termination Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE without the written approval of the Engineer, the Contractor shall not be entitled to credit towards the UDBE COA Goal for any payment for work or material performed/supplied by the COA UDBE. In addition, sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA UDBE. Good cause typically includes situations where the UDBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The UDBE fails or refuses to execute a written contract. • The UDBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The UDBE fails or refuses to meet the Contractor’s reasonable nondiscriminatory bond requirements. • The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The UDBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The UDBE voluntarily withdraws from the project, and provides written notice of its withdrawal. • The UDBE’s work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The UDBE’s owner dies or becomes disabled with the result that the UDBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA UDBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA UDBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA UDBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the UDBE’s Work). City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-42 March 2020 Contract Documents Division 1 Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for doing so. The UDBE shall have five (5) days to respond to the Contractor’s notice. The UDBE’s response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. When a COA UDBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another UDBE or provide documentation of GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. Decertification When a DBE is “decertified” from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non-responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed f or failure to meet the UDBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity’s ability to participate in future contracts. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-43 March 2020 Contract Documents Division 1 Sanctions If it is determined that the Contractor’s failure to meet all or part of the UDBE COA Commitment is due to the Contractor’s inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (January 25, 2016 WSDOT GSP, Option 1) Required Federal Aid Provisions. The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor’s Responsibility for Work 1-07.13(4) Repair of Damage Section 1-07.13(4) is revised to read: (August 6, 2001 WSDOT GSP Option 1) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-44 March 2020 Contract Documents Division 1 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP, Option 2) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. It is anticipated that utility adjustment, relocation, replacement, or construction within the project limits will be completed as follows: *** As described in Section 8-20 of these Special Provisions for electrical/communication work. Cascade Natural Gas will also be relocating gas lines as needed. *** The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all affected Subcontractors, and all utility owners and their Contractors prior to beginning onsite work. The following addresses and telephone numbers of utility companies or their Contractors that will be adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the Contractor’s use: *** Storm Drainage Telephone City of Bremerton CenturyLink Contact: Gunnar Fridriksson, P.E. Contact: Dan O’Toole or Mel Holland 345 6th Street Ste. 100 611 6th Street Bremerton, WA 98337 Bremerton, WA 98337 (360) 473-5758 (360) 478-4423 gunnar.fridriksson@ci.bremerton.wa.us dan.otoole@centurylink.com Water/Sanitary Power City of Bremerton Puget Sound Energy Contact: William Davis, P.E. Contact: Tom Brobst 345 6th Street Ste. 100 6522 Kitsap Way Bremerton, WA 98337 Bremerton, WA 98312 (360) 473-2312 (360) 475-7020 william.davis@ci.bremerton.wa.us tom.brobst@pse.com Gas Cable Cascade Natural Gas Co. Comcast Contact: Sheri Gitthens Contact: Jim LeCompte 6313 Kitsap Way 1225 Sylvan Way Bremerton, WA 98310 Bremerton, WA 98310 (360) 373-1403 (253) 896-5688 Sheri.gittens@cngc.com jim_lecompte@cable.comcast.com City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-45 March 2020 Contract Documents Division 1 Fiber Optic Cable Fiber Optic Cable Convergence Technologies Kitsap Co. PUD Contact: John Stockwell Contact: Matt Hensen 900 Sheridan Road 1431 Finn Hill Road Bremerton, WA 98310 Poulsbo, WA 98370 (360) 405-1231 (360) 626-7705 john@nw-commnet.com matt@kpud.org The Contractor shall notify all utility offices which are affected by the construction operation at least two (2) working days in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. *** 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer’s financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor’s Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that o f all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor’s insurance and shall not contribute with it. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-46 March 2020 Contract Documents Division 1 E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder’s Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-47 March 2020 Contract Documents Division 1 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor’s obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1 07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements – actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contract or’s maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency’s recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-48 March 2020 Contract Documents Division 1 operations, stop gap liability, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offence $1,000,000 Stop Gap / Employers’ Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers’ Compensation The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (February 3, 2020 WSDOT GSP, Option 2) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor’s operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-49 March 2020 Contract Documents Division 1 During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 50 mph 20 55 to 60 mph 30 65 mph or greater 35 Minimum Work Zone Clear Zone Distance (January 5, 2015 WSDOT GSP, Option 5) Lane closures are subject to the following restrictions: *** Lane restrictions shall be held to a minimum time and length needed for each operation. If the Engineer determines that the lane restrictions are causing congestion, the Contractor will be required to open all lanes to traffic until congestion is eliminated. Full roadway closures are not allowed. Lane closures will be permitted during the following hours: Harlow Drive Mon ........9:00 am to Mon ........ 4:00 pm Tues .......9:00 am to Tues ....... 4:00 pm Wed ........9:00 am to Wed ........ 4:00 pm Thurs ......9:00 am to Thurs ...... 4:00 pm Fri ...........9:00 am to Fri ........... 4:00 pm City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-50 March 2020 Contract Documents Division 1 Lyle Avenue Mon ........9:00 am to Mon ........ 4:00 pm Tues .......9:00 am to Tues ....... 4:00 pm Wed ........9:00 am to Wed ........ 4:00 pm Thurs ......9:00 am to Thurs ...... 4:00 pm Fri ...........9:00 am to Fri ........... 4:00 pm Carr Boulevard Mon ........9:00 am to Mon ........ 4:00 pm Tues .......9:00 am to Tues ....... 4:00 pm Wed ........9:00 am to Wed ........ 4:00 pm Thurs ......9:00 am to Thurs ...... 4:00 pm Fri ...........9:00 am to Fri ........... 4:00 pm There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights and sirens. The Contractor shall alert flaggers and personnel of the requirement. *** If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Lane closures are not allowed on any of the following: 1. A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After *** 12:01 am *** on the day prior to a holiday or holiday weekend, and 4. Before *** 12:01 am *** on the day after the holiday or holiday weekend. 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor’s construction activities shall be confined within these limits, unless arrangements for use of private property are made. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-51 March 2020 Contract Documents Division 1 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omiss ion on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters New Section (May 25, 2006 APWA GSP) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-52 March 2020 Contract Documents Division 1 Add the following new section: 1-08.0(1) Preconstruction Conference New Section (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals, if applicable; and 3. A list of material sources for approval, if applicable. Add the following new section: 1-08.0(2) Hours of Work New Section (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than *** 5 working days *** prior to the day(s) the Contractor is requesting to change the hours. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-53 March 2020 Contract Documents Division 1 If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll 1-08.1 Subcontracting Section 1-08.1 is supplemented with the following: (December 19, 2019 APWA GSP, Option A) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (WSDOT Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal- aid Projects (WSDOT Form 420-004). The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 272-065) within 15 calendar days after receipt of every monthly progress payment until every Subcontractor and lower tier Subcontractor’s retainage has been released. The ninth paragraph, beginning with “On all projects, …” is revised to read: City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-54 March 2020 Contract Documents Division 1 The Contractor shall certify to the actual amount received from the Contracting Agency and amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women’s Business Enterprise firms. This Certification shall be submitted to the Engineer on a monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. 1-08.3 Progress Schedule 1-08.3(2) Progress Schedule Types 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit three copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-55 March 2020 Contract Documents Division 1 1-08.5 Time for Completion The first two sentences of the first paragraph of Section 1-08.5 are deleted and replaced with the following: Work on this project shall be subject to a total project completion schedule and to the schedule of on intermediate stage of work. The intermediate stage shall run concurrently with the overall project schedule. The Contractor shall complete all physical Contract Work within 120 Working Days, or as extended by the Engineer in accordance with Section 1-08.8. The working days include all Work, excluding the plant establishment period. The following intermediate Stage of work shall be completed as follows: Stage 1 – All work within Temporary Construction and Sidewalk and Slope Easement for Kitsap Lake Elementary School District Property (Parcel 3719-002-028-0505) necessary for the design and construction of the sidewalk work shall be completed between June 29, 2020, and August 15, 2020. In order to be considered substantially complete with Stage 1, the following Work shall be completed by the Contractor: sidewalk and curb ramp installation; and all incidental Work necessary to complete the work as specified. Working days will be counted concurrently for the intermediate stage and the overall project working days during performance of intermediate stage of work. 1-08.9 Liquidated Damages Section 1-08.9 is revised to read: (April 6, 2009 WSDOT GSP, Option 2) Delayed completion of *** the interim stage (Stage 1) and the overall project *** will result in impacts to the traveling public, increase fuel consumption, increase vehicle operating costs, increase pollution, and cause other inconveniences and harm. Accordingly, the Contractor agrees: 1. To pay *** $3,000 *** liquidated damages per *** day *** for each *** day *** prorated to the nearest *** day *** that the work is not completed as specified in *** Section 1-08.5 ***. 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due the Contractor. (December 2, 2019 WSDOT GSP, Option 3) Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-56 March 2020 Contract Documents Division 1 Accordingly, the Contractor agrees: 1. To pay liquidated damages in the amount of *** $3,000 *** for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract Work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor’s total bid. However, the Contracting City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-57 March 2020 Contract Documents Division 1 Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-58 March 2020 Contract Documents Division 1 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.9(1) Retainage Section 1-09.9(1) content and title is deleted and replaced with the following: (June 27, 2011 WSDOT GSP) Vacant 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 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 which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-59 March 2020 Contract Documents Division 1 1-09.13(3)A Administration of Arbitration (November 30, 2018 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency’s headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (January 3, 2017 WSDOT GSP, Option 1) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135th Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-60 March 2020 Contract Documents Division 1 1-10.4 Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1-10.4(1) is supplemented with the following: (August 2, 2004 WSDOT GSP, Option 1) The proposal contains the item “Project Temporary Traffic Control”, lump sum. The provisions of Section 1-10.4(1) shall apply. END OF DIVISION 1 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-61 March 2020 Contract Documents Division 2 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: Removal of Structure and Obstructions Removal of Structure and Obstructions shall include but not be limited to all items indicated on the Demolition Plans. Remove completely all existing pavement markings, pavement curb and gutter, sidewalk, driveway, catch basins, manholes, pipes structures, residential irrigation piping, and other improvements and facilities as shown on the Plans and as required for construction of the improvements. Cap cut ends of residential irrigation piping to provide a watertight seal. All existing pavement, curb sidewalk, catch basins, manholes, pipes, structures, and other improvements and facilities to be removed shall be saw cut unless otherwise specified in the Plans or by the Engineer. Also remove obstructions encountered including, but not limited to, tree roots, stumps, abandoned piling, and miscellaneous debris of all types. Except as specified elsewhere or as shown on the Plans, upon their removal, the structures and obstructions, except for items specified to be salvaged, shall become the property of the Contractor and the Contractor shall dispose of them in a manner meeting all requirements of federal, state, county, and local laws and regulations. Voids left by the removal of items shall be filled with Gravel Borrow and compacted to 95 percent of maximum density as specified in Section 2-03.3(14)D of the Standard Specifications. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: The approximate thickness of existing asphalt pavement is 2 to 6 inches. Saw cutting of existing asphalt or Portland cement concrete or Portland cement concrete pavement shall occur prior to the removal of the existing paved surfaces to assure even edges along the trench. To expedite construction, the Contractor may break pavement with a backhoe, jack hammer, or similar piece of equipment provided the width is less than the final paving limits. Removal of pavement in this manner is for the Contractor’s convenience and is considered incidental to removal. Before the pavement restoration, the Contractor shall perform a final (second) saw cut. Any pavement that is damaged by breaking the concrete shall be removed by saw cutting and replacing the damaged portions. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-62 March 2020 Contract Documents Division 2 For cement concrete panels, remove to the panel joint if the remaining panel is 3 feet or less in width. In these cases where removal to the panel joint would be expedient, confirm the removal with the Engineer prior to removal. Where the remaining concrete panel is undermined due to material on the trench wall slumping into the trench, notify the Engineer so that the final saw cut line can be adjusted appropriately. After removal of pavement or driveways and before surface restoration, all pavement, sidewalks or driveways that were damaged, displaced, or undermined will be trimmed to neat edges by sawing pavement to a depth of 3 inches or to the depth of existing pavement, whichever is greater. Unless the Engineer directs additional pavement removal, pavement removal and replacement beyond the pay limits or due to damage by the Contractor’s equipment will be at the Contractor’s expense. Where indicated on the Plans or as directed by the Engineer, concrete panels shall be saw cut to facilitate pavement removal and to leave a portion of the existing panel to protect adjacent concrete panels during trenching and pipe laying construction. The adjacent concrete panels that are to be protected are intended to remain. Any adjacent panels that are damaged as a result of Contractor’s operations shall be replaced at the Contractor’s own expense. Contractor shall exercise care in removal of existing improvements to prevent damage from construction activities or equipment. This shall include damage from vibration equipment such as jack hammers. In particular, the Contractor shall protect existing sidewalks, curbs, gutters, and utility pole foundations due to construction activities in the roadway. Add the following new sections: 2-02.3(4) Adjusting Existing Utilities to Grade New Section Existing utilities such as monuments, catch basin frames and grates, water valves, etc. shall be adjusted to finished grade. The Contractor shall, prior to the beginning of work, familiarize himself with the existing utility locations. Private utility structures and appurtenances will be adjusted to grade by Contractor per private utility standards. Existing box, ring, grate, and cover shall be inspected by the Owner of the utility prior to reuse. Materials in good condition shall be reset in a careful and workmanlike manner to conform to the new grade. Materials determined to be in unsatisfactory or poor condition shall be disposed of by the Contractor and replaced by the respective utility. Any damage occurring to the manholes, concrete inlets, monument cases, valve boxes, or water mains due to the Contractor’s operations, shall be repaired at the Contractor’s own expense. Adjustments shall be made using adjustment rings or cement, and the interior of the structure adjustment shall be mortared smoothly. All covers and frames shall be thoroughly cleaned. The Contractor shall be responsible for referencing and keeping a record of such references of all structures and appurtenances encountered, and shall submit a copy of these references to the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-63 March 2020 Contract Documents Division 2 Structures and appurtenances shall be adjusted to grade in the following manner: 1. In a Grass Surface: Provide crushed surfacing top course backfill and 4 inches topsoil, Type A, and seed. 2. In a Hot Mixed Asphalt Paved Surface: As soon as the street is paved past each structure or appurtenance, the asphalt concrete mat shall be scored around the location of the structure or appurtenance. After rolling has been completed and the mat has cooled, it shall be cut along the scored lines. The structure or appurtenance shall be raised to finished pavement grade, and the annular spaces filled with control density fill (CDF) to within a minimum of 6 inches of the finished grade. The remaining 6 inches (minimum) shall be filled and compacted with HMA per Section 5-04 of the Standard Specifications, to give a smooth, finished appearance. 3. After pavement is in place, all joints shall be sealed with hot asphalt cement (AR4000W). In areas opened immediately to traffic, a sand blanket shall be placed onto the surface of the hot asphalt sealer (AR4000W) to help alleviate the “tracking” of asphalt sealer. 4. In a Concrete Surface: Structures shall be adjusted to grade after forms are in place and before the concrete is poured. Backfill shall be crushed surfacing base course. 2-02.3(5) Pothole Existing Utility New Section Locations of possible conflicts at utility crossings can be seen on the Plans. Based on the actual location of utility markings, it may be necessary to uncover existing utilities and determine exact locations. After completing field marking of the existing utilities, the Contractor shall determine if an existing utility may be in conflict with the planned improvements. Should a conflict seem likely, the Contractor shall notify the City. If the City concurs that a conflict is likely, the Contractor will be directed to expose the location of the subject utility (pothole). When potholing is required by the City, the Contractor shall expose the location of the existing utility and record the size of pipe and horizontal (by Station and Offset) and vertical elevation (using project datum) location on the Contractor’s Record Drawings. The Contractor shall provide the Engineer with a copy of the plan sheet with the pothole information. Upon receipt of this information, the Engineer will determine if a conflict exists. The City will notify the Contractor within seven (7) full working days as to what design modifications, if any, are required to resolve the conflict. The Contractor shall perform the pothole as required to avoid the impact to the Contracts schedule, based on the seven (7) working day review time. 2-02.4 Vacant Section 2-02.4 is deleted in its entirety and replaced with the following: 2-02.4 Measurement “Remove Asphalt Conc. Pavement” shall be measured by the square yard. “Remove Cement Conc. Curb and Gutter” shall be measured by the linear foot. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-64 March 2020 Contract Documents Division 2 “Remove Cement Conc. Pavement” shall be measured by the square yard. “Removal of Structure and Obstruction” shall be measured by lump sum. Measurement for “Removal of Structure and Obstruction” shall include removal and disposal. 2-02.5 Payment Section 2-02.5 is replaced with the following: “Remove Asphalt Conc. Pavement”, per square yard. “Remove Cement Conc. Curb and Gutter”, per linear foot. “Remove Cement Conc. Pavement”, per square yard. Removal of asphalt concrete pavement, cement concrete pavement, and cement concrete curb and gutter is NOT included in the excavation quantities. Costs for all saw cutting shall be incidental to all removal items that require saw cutting. “Removal of Structure and Obstruction”, per lump sum. The lump sum Contract cost for “Removal of Structure and Obstruction”, shall include costs for removal of all items indicated on the Site Preparation and Demolition Plans including the specific items listed in Section 2-02.3 of these Special Provisions. “Pothole Existing Utility”, per each. The unit Contract price for “Pothole Existing Utility” per each shall be full compensation for all labor, tools, equipment, and materials necessary to expose the locations of existing utilities, record vertical and horizontal locations, backfill, and compact excavated areas. This unit price shall also include the cost for rescheduling work as required to allow the City time (up to seven working days) to issue any design modifications as may be required. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description Section 2-03.1 is supplemented with the following: Gravel Borrow installed beneath pervious concrete sidewalks shall contain no more than 5.0 percent passing the no. 200 sieve. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-65 March 2020 Contract Documents Division 2 2-03.3 Construction Requirements 2-03.3(14) Embankment Construction 2-03.3(14)E Unsuitable Foundation Excavation Section 2-03.3(14)E is supplemented with the following: When directed by the Engineer or City Construction Inspector, unsuitable roadway foundation material shall be removed from the roadway subgrade and replaced with Gravel Borrow or recycled Portland cement concrete rubble. When directed by the Engineer a construction Geotextile fabric for soil stabilization shall be installed under, around, and over the backfill material for Unsuitable Foundation Excavation. 2-03.4 Measurement Section 2-03.4 is supplemented with the following: (March 13, 1995 WSDOT GSP, Option 3) Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this Contract. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankments. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross-section notes will be available for the bidder’s inspection, before the opening of bids, at the Project Engineer’s office and at the Region office. Upon award of the contract, copies of the original ground cross-sections will be furnished to the successful bidder on request to the Project Engineer. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements Section 2-06.3 is supplemented with the following: 2-06.3(3) Subgrade for Permeable Pavements New Section Before placing permeable ballast, the Contractor shall bring the Subgrade to the required line, grade, and cross-section. The Contractor shall compact the Subgrade to a depth of 6 inches to at least 90 percent, but not more than 92 percent, of the maximum density as determined by the compaction control tests described in Section 2-03.3(14)D. Two (2) density tests will be conducted for every 5,000 square feet of prepared subgrade; or four (4) tests per 200 linear City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-66 March 2020 Contract Documents Division 2 feet of roadway or sidewalk. All subgrade shall be firm and unyielding as determined by the Engineer. The Contractor shall take measures to protect the prepared and approved subgrade from traffic, water run-on, standing water, or other damage. Subgrade that has been over compacted, shall be scarified to a minimum depth of eight (8) inches and recompacted. Material used to protect the Subgrade from traffic or provide access to adjacent facilities shall be removed and the subgrade compacted prior to placing geotextile, if used and/or permeable ballast. 2-07 WATERING 2-07.1 Description Section 2-07.1 is supplemented with the following: The City will provide water at no expense to the Contractor. The Contractor will be required to obtain a hydrant meter and post the refundable deposit. 2-09 STRUCTURE EXCAVATION 2-09.3 Construction Requirements 2-09.3(1) General Requirements 2-09.3(1)E Backfilling Section 2-09.3(1)E is supplemented with the following: If pre-approved by the Engineer, backfill for all trenches may consist of native backfill from the excavation. Such backfill shall be free of organic material, clay, or other deleterious material. The Contractor shall note that excavated materials in the project will be moisture sensitive and must be protected from additional moisture for reuse as backfill. Add the following new section: 2-09.3(1)G Trench Dewatering New Section All “normal trench dewatering” work associated with maintaining a trench suitable for structure installation and pipeline construction will be incidental and included in the other items of work. “Normal trench dewatering” is defined as dewatering methods occurring in or directly adjacent to the trench, including trash pumps, sump pumps, or other methods in the excavated ares. Normal trench dewatering does not include a dewatering system such as well points, well screens, or deep wells. Arrange “normal trench dewatering” discharge to facilitate sample collection by Owner. Fine sand or silt concentrations shall not exceed 5 ppm during normal pumping activities. END OF DIVISION 2 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-67 March 2020 Contract Documents Division 4 DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.2 Gravel Base (March 9, 2016 APWA GSP, Option 1) Revise section 9-03.9(2) to read: Permeable Ballast Permeable ballast shall meet the requirements of Section 9-03.9(1) for ballast except for the following special requirements. The grading and quality requirements are: Grading No. 1 Grading No. 2 (AASHTO No. 3) Sieve Size Percent Passing Sieve Size Percent Passing 2-1/2” 99-100 2-1/2” 100 2” 65-100 2” 90-100 ¾” 40-80 1-½” 35-70 No. 4 0-5 1” 0-15 No. 100 0-2 ½” 0-5 % Fracture 95 No. 100 0-3 All percentages are by weight. % Fracture 95 The sand equivalent value and dust ratio requirements do not apply. Los Angeles Wear, 500 Rev. 30% maximum Degradation Factor 30 minimum The fracture requirement shall be at least two (2) fractured faces and will apply to the combined aggregate retained on the No. 4 sieve in accordance with WSDOT FOP for AASHTO T 335. The minimum void ratio of the aggregate shall be 30 percent as determined by AASHTO T 19. Permeable ballast material may be conditionally approved based on Contractor submitted sampled materials prior to delivery to the site. Final Acceptance will be based on conformance testing completed on material that has been delivered, installed, and compacted on site. The exact point of acceptance will be determined by the Engineer. Material out of conformance with the project specifications will be removed and replaced at the Contractor’s expense. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-68 March 2020 Contract Documents Division 4 (March 9, 2016 APWA GSP, Option 2) Supplement section 9-03.9(2) with the following: Crushed Surfacing Choker Course Crushed Surfacing Choker Course shall be manufactured from ledge rock, talus, or gravel in accordance with the provisions of Section 3-01. Recycled concrete is not permitted. The materials shall be uniform in quality and substantially free from wood, roots, bark, and other extraneous material and shall meet the following quality test requirements: Los Angeles Wear, 500 Rev 30% maximum Degradation Factor 30 minimum Minimum Void Content: 30% as determined by AASHTO T19 or ASTM C29, rodding procedure. The grading and quality requirements are: Sieve Size Percent Passing 1-1/2 inch 100 1 inch 95-100 ½ inch 25-60 #4 0-10 #8 0-5 % Fracture 95 All percentages are by weight. The fracture requirement shall be at least two (2) fractured faces and will apply to the combined aggregate retained on the No. 4 sieve in accordance with WSDOT FOP for AASHTO T 335. 4-04.3 Construction Requirements 4-04.3(5) Shaping and Compaction (March 9, 2016 APWA GSP) Supplement this section with the following: Immediately following spreading and final shaping each layer of surfacing shall be lightly compacted in one lift until no visible movement of aggregate is observed resulting in a firm and unyielding condition, as determined by the Engineer. 4-04.4 Measurement Replace Section 4-04.4 with the following: Measurement for crushed surfacing material shall be by the ton of material delivered, placed, and compacted. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-69 March 2020 Contract Documents Division 4 Duplicate load tickets shall accompany each load of crushed surfacing material delivered to the project and given to the City’s on-site project representative. The tickets shall bear at least the following information: 1. Truck number. 2. Number of tons in the load. 3. Truck tare weight. 4. Gross truck weight stamped at the material source. 5. Date and time of delivery. 6. Place for receipting by the Engineer. 7. Pay item number and contract number. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. It shall be the Contractor’s responsibility to see that a certified load ticket is given to the Engineer’s representative on the project and receipted by the representative at the time of delivery for each truckload of crushed surfacing delivered. Supplement this section with the following: Crushed Surfacing Choker Course will be measured by the ton in accordance with Section 1-09.2, based on certified truck tickets collected by the Contractor and provided to the inspector at the end of each working day. 4-04.5 Payment Replace Section 4-04.5 with the following: Payment for “Crushed Surfacing Top Course”, “Crushed Surfacing Base Course”, “Permeable Ballast”, and “Crushed Surfacing Choker Course”, per ton shall be full pay for furnishing, placing, and compacting the imported crushed surfacing material in accordance with this section and Section 1-04.1, complete, including asphalt repair areas, driveway restoration, and shoulder restoration. END OF DIVISION 4 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-70 March 2020 Contract Documents Division 4 This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-71 March 2020 Contract Documents Division 5 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT (July 18, 2018 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-72 March 2020 Contract Documents Division 5 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-73 March 2020 Contract Documents Division 5 The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and des ign level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-74 March 2020 Contract Documents Division 5 Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55◦F 45◦F 0.10 to .20 45◦F 35◦F More than 0.20 35◦F 35◦F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-75 March 2020 Contract Documents Division 5 discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-76 March 2020 Contract Documents Division 5 in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-77 March 2020 Contract Documents Division 5 To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-78 March 2020 Contract Documents Division 5 Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cr acks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-79 March 2020 Contract Documents Division 5 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width – fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. B. Cracks greater than 1 inch in width – fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-80 March 2020 Contract Documents Division 5 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-81 March 2020 Contract Documents Division 5 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” 0.35 feet HMA Class 3/4” and HMA Class 1/2” wearing course 0.30 feet other courses 0.35 feet HMA Class 3/8” 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-82 March 2020 Contract Documents Division 5 The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-83 March 2020 Contract Documents Division 5 b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-84 March 2020 Contract Documents Division 5 • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-85 March 2020 Contract Documents Division 5 compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation – Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-86 March 2020 Contract Documents Division 5 correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic contro l will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-87 March 2020 Contract Documents Division 5 due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction – General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction – Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-88 March 2020 Contract Documents Division 5 from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-89 March 2020 Contract Documents Division 5 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection – A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection – An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection – A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-90 March 2020 Contract Documents Division 5 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-91 March 2020 Contract Documents Division 5 Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-92 March 2020 Contract Documents Division 5 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-93 March 2020 Contract Documents Division 5 Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-94 March 2020 Contract Documents Division 5 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-95 March 2020 Contract Documents Division 5 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-96 March 2020 Contract Documents Division 5 i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-97 March 2020 Contract Documents Division 5 Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4. Water will be measured by the M gallon as provided in Section 2-07.4. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “HMA Cl. ___ PG ___”, per ton. “HMA for Approach Cl. ___ PG ___”, per ton. “HMA for Preleveling Cl. ___ PG ___”, per ton. “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Commercial HMA”, per ton. The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG ___”, “HMA for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and “Commercial HMA” shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. “Preparation of Untreated Roadway”, per mile. The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for all Work described under 5-04.3(4) , with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-98 March 2020 Contract Documents Division 5 “Preparation of Existing Paved Surfaces”, per mile. The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all Work described under Section 5-04.3(4) with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Existing Pave Surfaces”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. “Crack Sealing”, by force account. “Crack Sealing” will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. “Pavement Repair Excavation Incl. Haul”, per square yard. The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4) with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Asphalt for Prime Coat”, per ton. The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5-04.3(4). “Prime Coat Agg.”, per cubic yard, or per ton. The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. “Asphalt for Fog Seal”, per ton. Payment for “Asphalt for Fog Seal” is described in Section 5-02.5. “Longitudinal Joint Seal”, per linear foot. The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(12). “Planing Bituminous Pavement”, per square yard. The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). “Temporary Pavement Marking”, per linear foot. Payment for “Temporary Pavement Marking” is described in Section 8-23.5. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-99 March 2020 Contract Documents Division 5 “Water”, per M gallon. Payment for “Water” is described in Section 2-07.5. “Job Mix Compliance Price Adjustment”, by calculation. “Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section 5-04.3(9)C6. “Compaction Price Adjustment”, by calculation. “Compaction Price Adjustment” will be calculated and paid for as described in Section 5-04.3(10)D3. “Roadway Core”, per each. The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall be incidental and included within the unit Bid price per each and no additional payments will be made. “Cyclic Density Price Adjustment”, by calculation. “Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5-04.3(10)B. Add the following new section and subsections: 5-06 PERVIOUS CONCRETE PAVEMENT NEW SECTION 5-06.1 Description This work shall consist of constructing a pervious cementitious pavement composed of portland cement concrete on a prepared subgrade or subbase in accordance with these Specifications and in conformity with the lines grades, thicknesses, and typical cross-sections shown in the Plans or established by the Engineer. 5-06.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Aggregates for Portland Cement Concrete 9-03.1 Premolded Joint Filler for Expansion Joints 9-04.1(2) Curing Materials and Admixtures 9-23 Water 9-25 Hydration stabilizing admixtures shall conform to the requirements of Section 9-23.6(3) or 9-23.6(5). City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-100 March 2020 Contract Documents Division 5 Synthetic Fibers for Concrete When specified synthetic fibers to be included in the mix for portland cement concrete shall conform to the requirements of ASTM D 7508/7508M. 5-06.3 Construction Requirements 5-06.3(1) Pervious Concrete Preconstruction Meeting Prior to the start of construction of the pervious concrete pavement section, including excavation of the pavement section, the Contractor shall coordinate, schedule and attend a preconstruction meeting for the pervious concrete pavement. The following are required to attend the meeting: 1. Contracting Agency representative. 2. General Contractor’s representative(s). 3. Engineer of Record for the pervious concrete pavement. 4. Concrete placement lead person(s). 5. Associated Subcontractor’s representative. 6. Pervious concrete Supplier’s representative. 7. Material Testing Laboratory’s representative. The meeting shall cover all aspects of the work including, but not limited to: 1. Submittals. 2. Short and long term schedule. 3. Inspection of the Work. 4. Protection of the Work. 5. Pervious concrete placement. 6. Curing. 7. Materials. 8. Specifications. 9. Testing. 10. Test panel and JMF. 11. Acceptance criteria. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-101 March 2020 Contract Documents Division 5 5-06.3(2) Pervious Concrete Mix Design The Contractor shall provide a mix design for pervious concrete and shall submit the mix design to the Engineer in writing. Pervious concrete shall not be placed in the test panels without a mix design that has been reviewed and accepted by the Engineer. 5-06.3(2)A Mix Design Criteria The Contractor shall include the following elements and results of the described procedures in the proposed mix design: 1. A unique identification number for the mix design that is approved for the Job Mix Formula (JMF). 2. Portland cement shall be Type I, Type II, Type I-II Type IP, or Type IS. 3. The cementitious content, including pozzolans if used, shall be a minimum of 480 pounds per cubic yard. 4. The mix shall incorporate a hydration stabilizing admixture. 5. Synthetic microfibers may be utilized at the manufacturer’s recommended dosage rate. 6. The water / cement ratio shall not exceed 0.35. 7. No more than 25 percent of portland cement in the mix, by weight, may be replaced by fly ash, ground granulated blast furnace slag, or a combination of both. 8. Coarse aggregate shall conform to Section 9-03.1(4), AASHTO Grading No. 8. 5-06.3(2)B Job Mix Formula (JMF) The approved mix design established through the approved test panel becomes the JMF. 5-06.3(3) Submittals In accordance to Section 1-05.3, the Contractor shall submit the following items to the Engineer for acceptance prior to placing any pervious concrete pavement: 1. The source of all materials proposed for use in constructing pervious concrete pavement. 2. Batch weights for all constituents of one (1) cubic yard of the proposed pervious concrete mix. 3. The specific gravity (SSD) of all aggregates to be used in the proposed pervious concrete mix. 4. The proposed gradation of coarse aggregates used in pervious concrete. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-102 March 2020 Contract Documents Division 5 5. The designed volume in cubic feet of all proposed components for 1(one) cubic yard of the proposed pervious concrete mix. 6. The design water / cement ratio of the proposed mix design. 7. The fresh density of the proposed pervious concrete mixture as determined by ASTM C1688. 8. Catalogue cuts and Certificates of Compliance for all proposed admixtures. 9. Mill Certification of the portland cement and pozzolans, if used, for the current lot to be used in the production of the proposed pervious concrete mix. The Contractor shall maintain this submittal throughout the duration of the project as lots change. 10. Current certification by the National Ready Mix Concrete Association (NRMCA) for the batch plant(s) to be used in the production of pervious concrete. 11. Current certifications by the NRMCA for the trucks to be used in transporting pervious concrete from the batch plant to the point of placement. 12. Qualification documentation for current certifications by the NRMCA for the Contractor’s personnel who will be installing pervious concrete. See Section 5-06.3(10)A. Valid acceptable documentation is the NRMCA issued wallet card or certification certificate. 13. At the time of delivery of the material to the site, the Contractor shall provide an original Certificate of Compliance for each truckload of pervious concrete. The Certificate of Compliance shall include information noted in Section 6-02.3(5)B. If the Certificate of Compliance from the concrete producer is not provided to the Engineer upon delivery, the truckload shall not be placed. 5-06.3(4) Equipment Equipment necessary for handling materials, mixing, delivering, and performing all parts of the Work, shall be in good repair, designed for the task, and operated by trained and qualified personnel. 5-06.3(4)A Batching Plant and Equipment Pervious concrete shall be centrally mixed in a plant with a current NRMCA certification. 5-06.3(4)B Mixer Trucks Pervious concrete shall be transported to the location by truck mixers, non-agitating trucks shall not be used for the transport of pervious concrete. The drums on mixer trucks used to transport pervious concrete shall have fins that are not excessively worn, damaged or have excessive concrete buildup. Mixer trucks shall have a current NRMCA certification. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-103 March 2020 Contract Documents Division 5 5-06.3(4)C Side Forms Pervious concrete shall be placed in stationary forms. If pervious concrete is to be placed against a curb, previously placed concrete, or other existing structure, they may be used as a side form for the pervious concrete paving. Forms for pervious concrete shall be made of steel or wood and shall be in good condition, and shall be capable of being anchored in place so that they will be true to grade, line and slope. Forms shall be sufficiently rigid to maintain specified tolerances and capable of supporting concrete and mechanical concrete placing equipment. Forms shall be in good condition, straight, clean, free of debris, non-adherent rust and hardened concrete. Set, align, and brace forms so that they hardened pavement meets the lines, grades and slopes as shown in the drawings. Apply form-release agent to the form face, which will be in contact with concrete, immediately before placing concrete. Form release agent shall not be applied to previously placed concrete. Previously placed pavement shall be protected from damage. The Contractor shall inspect all forms for line, grade and slope. No pervious concrete shall be placed until the forms have been inspected by the Engineer. 5-06.3(4)D Finishing Equipment Finishing equipment for pervious concrete paving shall be designed for the intended work, shall be clean and in good operating condition. Equipment used for striking off the pervious concrete shall leave a smooth surface at the planned grades and shall not cause excess paste to be left on, or drawn to, the surface. If rollers or spinning screeds are used to compact, they shall be of sufficient weight and width to compact the pervious concrete uniformly through its depth and to grade without marring the surface. Equipment used for compacting pervious concrete shall not cause the surface to close or otherwise clog and shall produce a surface that is free of ridges or other imperfections. Tools used for producing joints shall be designed and manufactured for the purpose and shall not otherwise damage or mar the surface. Vibrating equipment shall not be used for placement or compaction of pervious concrete. 5-06.3(5) Measuring and Batching Materials Measuring and batching materials for pervious concrete pavement shall conform to the requirements of Section 5-05.3(4). 5-06.3(6) Acceptance For acceptance, pervious concrete pavement will be divided into lots as follows: A single lot (lot) is represented by the lesser of: one (1) day’s production or 360 square yards of pervious concrete in place. Where the Contractor has more than one crew placing pervious concrete, lots will be associated with each crew. Representative lot size will be determined to the nearest square yard. If no sample is taken on a Day, that Day’s quantities may be included in the next or previous Day’s lot(s). The Engineer may isolate an area of pervious concrete within a lot that is deemed to be defective in any way and such an area will be considered to City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-104 March 2020 Contract Documents Division 5 be a new lot for purposes of acceptance. New lots determined in this manner shall be extended as necessary such that they are bounded by planned joints. Acceptance of a lot of pervious concrete pavement will be based on the following criteria: 1. Grade: Conform to the dimensions, lines, slopes and grades specified on the Plans. Pervious concrete pavement shall be true to planned grades and shall not deviate from grade more than 1/4 inch in ten (10) feet. Where abutting existing facilities such as sidewalks, walkways, curbs, driveways or other pavements, the pervious concrete shall be flush. 2. Conformance to JMF: The pervious concrete pavement used shall conform to the mix design for the JMF within the limits as set forth in Section 6-02.3(5)C and as determined from the accepted test panel. 3. Compacted Thickness and Average Hardened Density: After a minimum of seven (7) calendar days of curing, remove and measure three (3) cores from each lot. Remove cores in accordance with ASTM C42/C42M. Measure the length of each core in accordance with ASTM C1542/1542M. No single core shall be less than 3/4 inch of the design depth on the drawings. The average of all cores from a lot shall be within minus 3/8 inch of the design depth on the Plans. After length is measured, measure hardened density of each core in the lot in accordance with ASTM C1754/C1754M. The hardened density from a lot must be within +/- 5 percent of the average hardened density of the JMF (approved test panel). 4. Infiltration Rate: The infiltration rate at any single test point shall not be less than 100 inches per hour. 5. Fresh Density: The fresh density of each lot will be measured by ASTM C1688 at the point of placement shall be within +/- five (5) pounds per cubic foot of the fresh density determined from the JMF (approved test panel). 6. Appearance: The appearance of each lot shall be consistent with the JMF (approved test panel). The pervious concrete pavement shall have a consistent surface texture, shall not be raveled, shall be free of ridges or other surface imperfections, shall have joints that are in the specified location and are constructed per specification, and shall be free of cracks. Testing for acceptance will be performed by the Engineer. 5-06.3(6)A Infiltration Rate of the Placed Pavement The infiltration rate of the pervious concrete shall be determined at four (4) random locations within each lot. The locations for conducting infiltration tests will be determined by the Engineer. The Contractor shall coordinate and schedule testing with the Engineer a minimum of five (5) Working Days in advance. The infiltration rate on the finished surface will be determined in accordance with ASTM C1701, except the infiltration ring diameter may be 12 inches to 24 inches in diameter. The infiltration test will be conducted after a minimum of seven (7) calendar days of curing has occurred. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-105 March 2020 Contract Documents Division 5 If the measured infiltration rate is less than 100 inches/hour at any test location, the Contractor may request in writing that the Engineer perform additional infiltration tests for the purpose of assessing overall infiltration performance and/or determining a defective lot in accordance with Section 5-06.3(6). The determination of a defective lot, or lots, and the extent(s), will be by the Engineer. The cost of additional testing shall borne by the Contractor at a rate of ($$1,000.00$$) per test. 5-06.3(7) Rejection Pervious concrete may be rejected by the Contractor for any reason. A truckload of pervious concrete will be rejected if the Certificate of Compliance is not provided at the time of delivery of the material to the site. See Section 5-06.3(4)B. Pervious concrete that is improperly cured or is allowed to freeze during the initial seven (7)-day curing period will be rejected. Pervious concrete pavement that does not meet the acceptance criteria put forth in Section 5-06.3(6) will be rejected by the Engineer on a lot by lot basis. During the removal process of the rejected pavement, The Contractor shall implement measures to protect the adjacent pervious concrete pavement to remain. If pervious concrete pavement becomes damaged by the Contractor during removal of the rejected pavement then additional pavement areas may be rejected by the Engineer to the next planned joint. Fresh pervious concrete that has been rejected by the Engineer, or the Contractor, shall not be placed, or shall be removed and replaced, at no additional cost. 5-06.3(8) Mixing Pervious Concrete Batch, mix and deliver pervious concrete in compliance with ASTM C94/C94M except that pervious concrete shall not be transit mixed or shrink mixed. If water is added to the mix after it is delivered on site, the fresh density for the pervious concrete shall meet the requirements of the approved JMF referenced in this section. 5-06.3(8)A Limitations of Mixing Pervious Concrete Mixing and placing concrete shall be discontinued when a descending air temperature in the shade away from artificial heat reaches 40 degrees F and shall not be resumed until an ascending air temperature in the shade and away from artificial heat reaches 40 degrees F. The temperature of fresh pervious concrete shall not be less than 55 degrees F, nor more than 90 degrees F when placed. Pervious concrete shall not be mixed with aggregates at less than 32 degrees F. 5-06.3(9) Subgrade Preparation and Subbase Prepare and protect subgrade in accordance with Section 2-06. Prepare and protect subbase in accordance with Section 4-04. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-106 March 2020 Contract Documents Division 5 5-06.3(10) Placing, Spreading, Finishing, Edging, Tolerances and Curing Pervious concrete shall not be placed, compacted or finished when the natural light is inadequate, unless an adequate lighting system is in operation. The adequacy of light will be determined by the Engineer. Wet the surface of the subbase with water immediately before placing pervious concrete. Deposit concrete either directly from the transporting equipment or by conveyor on the subbase, unless otherwise specified. Pervious concrete shall not be placed on frozen subbase. Deposit concrete between the forms to an approximately uniform height. Spread the concrete using mechanized equipment or hand tools. Vibrating equipment shall not be used for spreading pervious concrete. Strike off concrete between forms using a form-riding paving machine, roller screed, or spinning screed. Compact concrete to a uniformly dense structure without clogging the surface with paste. Finish the pervious concrete to a uniform, open-textured surface to match the appearance of the approved JMF test panel. Edges shall be hand tooled to a radius of 1/4 inch. Curing materials for pervious concrete shall be in place no more than 20 minutes of discharge onto the subbase. The pavement surface and all exposed edges shall be completely covered with sheet curing materials conforming to Section 9-23.1. The curing material shall be secured at all exterior edges and interior laps without damaging the pervious concrete. The method of securing the curing material shall prevent wind from removing the sheet and from blowing under the sheet across the surface of the concrete. Cure the pavement for a minimum of seven (7) uninterrupted days. All traffic (foot and vehicular), staging, stockpiling or other work shall be kept off of the pervious concrete pavement during the curing period. Any testing for acceptance shall not occur until the end of the curing period. Protect concrete from freezing and cold weather in accordance with 5-06.3(12). 5-06.3(10)A Contractor’s Qualifications The contractor shall employ no less than one (1) National Ready Mixed Concrete Association (NRMCA) certified Pervious Concrete Craftsman for each crew, who must be on site, overseeing the work during all pervious concrete placement; or employ no less than three (3) NRMCA Certified Pervious Concrete Installers per crew, who must be on site working during each pervious concrete placement. The minimum number of certified individuals must be present on each crew for every pervious concrete placement, including the test panel placements, and a certified individual must be in charge of the placement crew and procedures. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-107 March 2020 Contract Documents Division 5 If, in the opinion of the Engineer, personnel used for installing pervious concrete are unqualified, inattentive to quality, or unsafe, they shall be removed or reassigned from installation of pervious concrete at the written request of the Engineer. 5-06.3(10)B Test Panel Production placement of pervious concrete shall not occur until the Contractor has completed a test panel of pervious concrete pavement that meets all of the acceptance criteria described herein and is accepted by the Engineer. The Contractor shall construct a test panel utilizing a minimum of seven (7) cubic yards of pervious concrete. If multiple pavement section depths are shown on the Plans, a test panel shall be constructed for each pavement section depth/thickness. The width of the test panel shall have a width no smaller than the greatest width to be used during the construction and installation of the pervious concrete onsite. The test panel(s) shall include at least one joint and at the spacing specified on the Plans and specifications. Test panels may be placed non-contiguously. The test panel(s) shall be equivalent and representative of the production pervious concrete pavement in all aspects including subbase, depth, joints, method of placement, curing, and preparation. Construction and evaluation of the test panel shall occur as follows: 1. Notify the Engineer at least ten (10) Working Days before installing pervious concrete test panels. 2. Coordinate the location of the test panel with the Engineer. 3. Install the test panel in accordance with the Specifications and Drawings. 4. Notify the Engineer when the test panel is ready for inspection and acceptance testing. 5. Acceptance testing will be conducted in accordance with Section 5-03.3(6). 6. Remove, replace, and dispose of any unsatisfactory portions of test panels as determined by the Engineer, at no additional cost to the Contracting Agency. Failure to install acceptable test panel(s) of pervious concrete will indicate an unapproved test panel(s) and require new test panel(s) for review. The completed and approved test panel(s) shall establish the JMF. The approved test panel shall meet the requirements of Section 5-03.3(6). Upon successful completion of the infiltration test, unless otherwise determined by the Engineer, three (3), cores will be cut in accordance with ASTM C42 and will be used to validate the mix design under the acceptance criteria of Section 5-06.3(6). Cores shall be taken at the same location where the infiltration test was conducted. The average hardened density of the cores shall be the hardened density used for the JMF. The hardened density of each core used for determining the JMF shall be within five (5) percent of the mean value of the three City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-108 March 2020 Contract Documents Division 5 cores. Core holes shall be filled by the Contractor with pervious concrete meeting the proposed JMF and shall match adjacent pavement color, texture and grade. The completed and accepted test panels shall be maintained and protected throughout the duration of the Work and may not be demolished and disposed of without written permission from the Engineer. If the test panel(s) is incorporated into the Work, it shall remain in place accepted as a single lot. 5-06.3(11) Joints Construct joints at the locations, depths and with horizontal dimensions indicate d on plans unless noted otherwise in this section. Joints shall be of three (3) types: construction, contraction, isolation. Construction joints shall be formed at the end of a day’s work or when necessary to stop production for any reason. Contraction joints shall be used to control random cracking. Isolation joints shall be used where the pervious concrete abuts existing facilities or where shown on the Plans. 5-06.3(11)A Construction Joints Construction joints shall be located at the location of a planned contraction or isolation joint. Construction joints are to be formed by placing a header between the forms, at right angles, to the full depth of the finished pervious concrete, and set to the height of the forms. Pervious concrete shall be placed against the header and compacted and finished as normal, including edging. The header shall remain in place until paving resumes. 5-06.3(11)B Contraction Joints Contraction joints (transverse and longitudinal) shall be constructed at the locations and intervals shown in the Contract. Contraction joints shall be a depth of 1/3 the thickness of the pervious concrete pavement section and have a width of no more than 1/4 inch. Contraction joints shall not be saw cut unless specifically noted on the Plans. Saw cut joints shall have a minimum width of 1/8 inch. Plastic formed contraction joints shall be tooled on both sides of the joint with a radius of 1/2 inch. Tool joint to the depth and width in fresh concrete immediately after the concrete is compacted. 5-06.3(11)C Isolation Joints Isolation joints shall be placed where the pervious concrete abuts existing structures or where shown on the Plans. Isolation joints shall continue through the depth of the pervious concrete using a 3/8 inch premolded joint filler meeting the requirements of Section 9-04.1(2). Isolation joints may be formed by forming a construction joint and affixing the premolded joint filler against one side of the joint and placing fresh pervious concrete against it. Isolation joints and filler shall be flush with the surrounding pervious concrete and shall not deviate from the acceptance criteria for smoothness as shown in Section 5-06.3(6). The edge of the pervious concrete adjacent the premolded joint filler shall be hand tooled with a 1/2-inch radius. 5-06.3(12) Cold Weather Work When concrete is being placed and the ambient air temperature is expected to drop below 35 degrees F during the day or night, the Contractor shall protect the concrete from freezing. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-109 March 2020 Contract Documents Division 5 The Contractor shall submit for approval a Cold Weather Plan prior to placing concrete when ambient air temperature below 35 degrees F is anticipated, or when requested by the Engineer. When a Cold Weather Plan is required, pervious concrete shall not be placed without an approved Cold Weather Plan. Under the Cold Weather Plan, the Contractor shall, provide a sufficient supply of straw, hay, blankets, or other suitable blanketing material and spread it over the pavement to a sufficient depth to prevent freezing of the concrete. The blanket material shall be placed on top of the sheet curing materials and covered with a layer of burlap or plastic sheeting, weighted or anchored to prevent the wind from displacing the insulation. At no time during the curing period shall the temperature of the pervious concrete be allowed to drop below 55 degrees F. The Engineer may require recording thermometers if daytime temperature is below 50 degrees. The curing period may be extended by the Engineer if the pervious concrete temperature has been allowed to drop below 55 degrees F. The cold weather protection shall be maintained for seven (7) days. Pervious concrete that has frozen during this period will be rejected. 5-06.3(13) Protection of Pervious Concrete Pavement As part of the Construction Stormwater Pollution Prevention plan (SWPPP), rain runoff, surface water of any kind and sediment shall be prevented from entering the area of pervious concrete construction, including excavation, until the pervious concrete application has cured, testing is completed and determined to meet specifications and the adjacent areas that sheet flow/drain onto the pervious concrete are permanently stabilized from erosion and plantings are established. Once pavement is placed, flow diversion measures and protective covers shall continually be maintained until adjacent areas are permanently stabilized and concrete has been accepted. Construction vehicular traffic shall not be allowed onto the pervious concrete pavement. Do not open the pavement to vehicular traffic until the concrete has cured for at least seven (7) uninterrupted days, testing has been completed, and the pavement has been accepted by the Engineer. The Contractor shall take every precaution to protect the pervious concrete pavement from damage, including the introduction of foreign materials to the surface, throughout the course of the work. Pervious concrete pavement that is damaged or has been adversely impacted by the introduction of foreign materials shall be remediated to the satisfaction of the Engineer or rejected and replaced to the nearest joint. 5-06.4 Measurement Measurement for “Pervious Concrete Pavement - Sidewalk” will be by the square yard of finished surface of pervious concrete walk. No measurement will be made for blocked out areas, castings or other discontinuities in the sidewalk nine (9) square feet or larger. Measurement shall include thickened pervious and standard concrete sidewalk areas at retaining walls (Wall 1, Wall 3, Wall 4, and Wall 5) and standard concrete thickened edges as shown on the Plans. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-110 March 2020 Contract Documents Division 5 5-06.5 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: “Pervious Concrete Pavement - Sidewalk”, per square yard. The Unit contract price per square yard for “Pervious Concrete Pavement - Sidewalk” shall be full pay for furnishing all labor, tools, equipment and materials required to construct the pervious concrete sidewalk and thickened edges as specified in this Section, including but not limited to; performing mix designs, placing pervious concrete, placing standard concrete thickened edge sections, and tie bars. END OF DIVISION 5 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-111 March 2020 Contract Documents Division 6 DIVISION 6 STRUCTURES Add the following new section: 6-20 REDI-ROCK RETAINING WALL NEW SECTION 6-20.1 Description This work shall include construction of Redi-Rock Retaining Walls or approved equal as shown in the Plans. To be considered for approval as “equal”, proposed substitute block wall shall substantially match the dimensions, form, and function of the Redi-Rock Wall system. The term “form” shall include the decorative texture on the face of the blocks. Proposed substitutions shall be decorative, commercially available pre-engineered concrete blocks intended for use in retaining wall systems. 6-20.2 Materials Redi-Rock Retaining Wall System may be obtained by contacting: Puget Sound Precast 2206 121st Street East Tacoma, Washington 98445 253-531-2656 office awvc@psprecast.com 6-20.3 Construction Requirements Redi-Rock retaining walls meeting the grades and lines shown in the Plans shall be designed by a Professional Engineer licensed in the State of Washington. The Contractor shall submit two sets of design calculations to the Engineer and two sets of shop drawings for the Engineer’s approval. The Contractor shall affirm with the design calculations submitted with the shop drawings that the wall design conforms to the specified design criteria. The design calculations shall include, but not be limited to, analysis of the following elements: 1. Soil properties. 2. Wall height. 3. Seismic loading. All design calculations and shop drawings shall be stamped and signed by a Professional Engineer. All installation work shall be accomplished in accordance with the manufacturer’s instructions. Contractor shall provide a copy of the instructions to the Engineer for approval 5 days prior to the preconstruction conference. Refer to Appendix X for the project’s geotechnical report, which includes site information and recommendations pertinent to retaining wall design. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-112 March 2020 Contract Documents Division 6 6-20.4 Measurement Redi-Rock Fill Wall shall be measured per square foot. Redi-Rock Cut Wall shall be measured per square foot. Wall area shall consist of the area of block wall face extending from the top of wall to bottom of block wall regardless of embedment depth. 6-20.5 Payment Payment will be made for the following Bid items when they are included on the Proposal: “Redi-Rock Fill Wall”, per square foot. “Redi-Rock Cut Wall”, per square foot. All costs in connection with constructing the retaining walls shall be included in the unit Contract price for “Redi-Rock Fill Wall” and “Redi-Rock Cut Wall”, including excavation, haul, disposal, support of adjacent slope, CSTC, gravel backfill for drains, geotextile, perforated drain pipe, solid wall drain pipe, and connection to drainage structure. END OF DIVISION 6 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-113 March 2020 Contract Documents Division 7 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.1 Description Section 7-01.1 is supplemented with the following: This Work consists of installing underdrains as shown and as detailed on the Plans. 7-01.4 Measurement Supplement Section 7-01.4 with the following: 4 In. Perf. Underdrain shall be measured per linear foot. Underdrain Cleanouts shall be measured per each. 7-01.5 Payment Section 7-01.5 is supplemented with the following: “4 In. Perf. Underdrain”, per linear foot. “Underdrain Cleanout”, per each. The unit contract price for “4 In. Perf. Underdrain” and “Underdrain Cleanout” shall be full pay for furnishing and installing the items complete, including excavation, haul, geotextile, backfill, pea gravel, 4-inch ADS slotted pipe, 4-inch ADS solid wall pipe, PVC fittings, concrete collar, locate wire, and connection to drainage structures. 7-04 STORM SEWERS 7-04.2 Materials Section 7-04.2 is supplemented with the following: Unless specifically noted otherwise in the Plans, all storm sewer piping shall be PVC per Section 9-05.12(1). Where ductile iron pipe is specifically required in the Plans as storm sewer pipe, material shall be Class 52, meeting the requirements of AWWA C151. Bank Run Gravel for Trench Backfill shall consist of aggregate for gravel base as specified in Section 9-03.10 except that 100 percent of the material shall pass the 2 1/2-inch screen, percent passing the number 4 sieve shall be no greater than 80, and percent passing the number 200 sieve shall be no greater than 5. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-114 March 2020 Contract Documents Division 7 7-04.3 Construction Requirements Section 7-04.3 is supplemented with the following: Provide ductile iron storm sewer pipe where storm sewer lines have less than 2 feet of cover in vehicular areas or less than 1 foot of cover in non-vehicular areas or as shown in the Plans. Preserve and protect existing utilities such as water and sanitary sewer service lines exposed during installation of storm sewers. Damage to utilities will be repaired at no cost to the City. 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: Water for flushing is available from City hydrants using a hydrant meter. The Contractor shall pass a mandrel through the installed pipe to ensure that debris is not passed through to the existing system. Prior to inspection and acceptance of storm drainage work, pipes and storm drain structures shall be cleaned and flushed. Any obstructions to flow within the storm drain system (such as rubble, mortar and debris) shall be removed at nearest structure. This work shall be performed in accordance with Section 7-07 Cleaning Existing Drainage Structures of the Standard Specifications. Cleaning and flushing of the pipes and structures shall be considered incidental to and included in the various bid items necessary for a complete and functional drainage system. Add the following new section: 7-04.3(2) Television Inspection New Section All storm sewer lines shall be internally inspected after installation by the use of a television camera. Provide the City of Bremerton with a DVD or thumb drive containing the inspection and an inspection record of the entire length of constructed storm line. The camera shall be stopped at each joint and side sewer and the camera head swiveled to directly view the full circumference of each joint. Each side sewer shall be similarly inspected. Correct any defects noted during the inspection and re-inspect after the corrections have been completed. The Contractor shall bear all costs incurred in correcting any defects found during the television inspection. The television inspection shall be performed following final backfill and compaction and no later than 1 week prior to final paving. 7-04.4 Measurement Section 7-04.4 is supplemented with the following: No separate measurement will be made for bedding, backfill, compaction, fittings, stub markers, by-pass, or temporary caps. There will be no specific unit of measurement for television inspection. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-115 March 2020 Contract Documents Division 7 Where native material from the project is used as backfill, it shall not be measured. Bank Run Gravel for Trench Backfill, when imported as required by the Engineer, shall be measured by the cubic yard. Trench width shall be based on neat line measurements in the field or as specified in Section 2-09.4 (the lesser of the two). The base of the backfill shall be the pipe crown plus 6 inches. 7-04.5 Payment Section 7-04.5 is supplemented with the following: “Solid Wall PVC Storm Sewer Pipe __ In. Diam.”, per linear foot. The unit contract price for “Solid Wall PVC Storm Sewer Pipe __ In. Diam.”, whatever size, shall be full pay for pipe furnished and installed to the grade and elevations shown in the Plans, including excavation, haul, demolition of existing pipe where necessary, plugging existing pipe, pipe bedding, bypassing existing flow, installation, fittings, detectable marking tape, backfill, compaction, cleaning, television inspection, and pressure testing, complete. Connections at the structure shall be considered incidental to this bid item. “Ductile Iron Storm Sewer Pipe 12 In. Diam.”, per linear foot. The unit contract price for “Ductile Iron Storm Sewer Pipe 12 In. Diam.” shall be full pay for pipe furnished and installed to the grade and elevations shown in the Plans, including excavation, haul, demolition of existing pipe where necessary, plugging existing pipe, pipe bedding, bypassing existing flow, installation, fittings, detectable marking tape, backfill, compaction, cleaning, television inspection, and pressure testing, complete. Connections at the structure shall be considered incidental to this bid item. “Bank Run Gravel for Trench Backfill”, per cubic yard. The unit contract price for “Bank Run Gravel for Trench Backfill” shall be full pay for furnishing the material including haul, placement in the trench, and compaction. Costs for protecting existing utilities during the work shall be included in the costs for the other items of the Work. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 Materials Section 7-05.2 is supplemented with the following: Frames and grates shall be as shown in the Plans and as noted below: 1. Locking Solid Metal Cover and Frame for Catch Basins shall conform to City of Bremerton Design and Construction Standards and Specification Details 4012 and 4014. 2. Vaned grate shall conform to WSDOT Standard Plan B-30.30-00. Manholes and catch basins shall be constructed with precast components except that cast-in-place bases may be used where manholes are to be constructed in existing sewers. Manhole components shall conform to ASTM C478, except as otherwise and as additionally, specified or shown. Provide blockouts, unreinforced knockout, or core-drilled holes where City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-116 March 2020 Contract Documents Division 7 pipes enter manholes and catch basins. Heights of wall sections shall be such that openings for pipes are not at base or wall section joints. Base, wall section, transition slab, and cone joints shall be rubber gasketed with confined rubber gaskets conforming to ASTM C443. Joints between adjustment rings, and cones, frames, and covers shall be premolded joint filler. Use sand collars at connections to structures when PVC pipe is used. Material for bedding beneath the structures shall be crushed surfacing top course material. Provide a certificate of compliance from the manhole manufacturer stating that the manhole components and concrete mix conform to these Specifications. Type 2 catch basins with solid lids shall be provided with decorative storm rings and covers conforming to City of Bremerton Standard Drawing 4022. 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: “Catch Basin Type 1” shall be constructed per City of Bremerton Standard Detail 4002. “Catch Basin Type 2 _____ In. Diam.” shall be constructed per City of Bremerton Standard Detail 4004. Unless otherwise directed by the Engineer, catch basins and manholes constructed with precast base sections or cast-in-place sections shall be placed to grade upon 6 inches (minimum depth) of crushed surfacing top course material. All costs associated with this item shall be included in the various unit prices bid for the structure to be constructed. Special care shall be taken to see that the openings through which pipes enter the structures are completely and firmly packed full of nonshrink grout to ensure watertightness. Existing catch basins and manholes to be removed shall be removed completely (unless otherwise indicated) and the resulting excavation backfilled with approved native material or Bank Run Gravel for Trench Backfill. Plastic pipe connections at the structure shall use a sand collar, be cut flush with the structure interior wall, and grouted in place. Piping connections at structures shall be considered incidental to the other work of pipe and structure installation. Unless shown otherwise on the Plans, all catch basins shall have a minimum sump depth of 18 inches from the invert of the lowest pipe to the bottom of the structure. All pipe openings constructed on the manhole and catch basins shall be core drilled, line drilled, or sawed to the dimension of the pipe to be inserted. Where the line drilling is the method used, the drilled holes must be interconnected. Line drilling shall be accomplished by the use of a small core drill or rotary hammer. Jackhammering shall not be allowed. Any damage to the manhole assembly shall be either repaired or replaced as determined by the Engineer. Repair or replacement shall be at the expense of the Contractor. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-117 March 2020 Contract Documents Division 7 All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be seated in grout placed on the top course. A 3/8-inch-thick mortar lining shall be installed inside and out of the adjustment section to provide a smooth, watertight finish. All catch basins shall be installed with a minimum 4 inch riser/adjustment section between the top slab/catch basin body and the frame and grate/ring and cover, where possible. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: Standard Adjustment: This work consists of adjusting standard manholes and catch basins to grade. The existing manholes and catch basins have standard cones and risers per the standard drawings or similar. 7-05.5 Payment Section 7-05.5 is supplemented with the following: “Adjust Catch Basin or Manhole”, per each. The unit Contract price for “Adjust Catch Basin or Manhole” shall include new frames and grates if shown on the Plans. Payment for concrete inlets, catch basins and manholes, whatever type, shall include excavation, haul, demolition of existing structures or pipe where necessary, plugging existing pipe, CSTC bedding, bypassing existing flow, installation, frames, grates, adjustment, detectable marking tape, backfill to subgrade, compaction, and pipe connections, including connections to existing pipe. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.1 Description Section 7-08.1 is supplemented with the following: This work shall also include installing detectable marking tape over all storm sewer and water pipe. 7-08.2 Materials Section 7-08.2 is supplemented with the following: Trench backfill at sanitary sewer/potable water crossings and at sanitary sewer/stormwater culvert crossings shall be Controlled Density Fill per Standard Specification Section 2-09.3(1) where specified on the Plans or as directed by the City. Detectable Marking Tape shall be as described in Section 9-15.18. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-118 March 2020 Contract Documents Division 7 7-08.3 Construction Requirements Section 7-08.3 is supplemented with the following: The work shall include providing temporary support of other utilities encountered during pipe installation. Cut ends of abandoned pipes shall be plugged. Cast-iron pipe shall be capped using restrained MJ caps. Other pipes shall be plugged with concrete to a minimum depth equal to two diameters into the pipe. Plugging or capping a pipe shall always be incidental to other bid items. Pipe shall be installed per the typical trench details on the Plans. When directed by the Engineer or City Construction Inspector, unsuitable pipe foundation material shall be removed from the trench subgrade and replaced. Excess or surplus trench excavation material shall be disposed of at a site provided by the Contractor. Installation of storm sewer and water lines shall include locator wire buried along the entire length of the pipe. Locator wire shall be UL listed, type UF, 12-gauge copper taped to the top of the pipe to prevent movement during backfilling. The wire shall be laid loosely enough to prevent stretching and damage. Locator wire shall be accessible in each meter box. All splices in the locator wire shall be made using a 3M direct bury splice kit, model DBY. The kit shall be installed per the manufacturer specifications. The wires shall be tied in a knot 6 to 8 inches from the splice. Locator wire shall be tested prior to acceptance of the pipe system. A written notice from the Contractor to the City two days prior to the test is required. Locator wire shall be furnished and installed by the Contractor. The Engineer will require all sewer lines to be inspected by the use of a television camera before final acceptance. The costs incurred in making the inspection shall be borne by the Contractor. 7-08.3(1) Excavation and Preparation of Trench 7-08.3(1)A Trenches The second paragraph of Section 7-08.3(1)A is supplemented with the following: Trench depth and grade shall be as shown on the Plans. Where unsuitable material, as determined by the Engineer, is encountered in the trench subgrade below that elevation required for the installation of the pipe bedding, it shall be removed to the depth specified by the Engineer. Material to replace unsuitable material thus removed from the trench shall be compacted Bank Run Gravel for Trench Backfill. Material removed from the trench shall be hauled to a waste or stockpile site. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-119 March 2020 Contract Documents Division 7 All excavated material shall be loaded directly into trucks and hauled to a disposal site obtained by the Contractor and acceptable to the Owner’s Representative. Stockpiling of unsuitable material at the project site will not be allowed. 7-08.3(3) Backfilling Section 7-08.3(3) is supplemented with the following: For all utilities (water and storm), bedding and trench backfill shall be Bank Run Gravel for Trench Backfill unless the Engineer determines that native material is acceptable. Backfill shall be free of organic material, clay, or other deleterious material. The Contractor shall note that excavated materials in the project will be moisture sensitive and must be protected from moisture for reuse as backfill. Where stockpiled backfill materials are not adequately protected from moisture as determined by the Engineer, the cost for importing new materials shall be borne by the Contractor. Imported trench backfill shall be Bank Run Gravel for Trench Backfill per Special Provisions Section 7-09. Add the following new section: 7-08.3(3)A Vertical Clearance Between Utility Lines New Section Where the vertical clearance between adjacent storm drainage lines, water, or sanitary sewer lines is 2 to 6 inches, an ethylene vinyl acetate pad, Rubatex Laboratories R-5010-A, or an approved equal, is required. The pad shall be 3 feet by 3 feet by 2.5 inches minimum and placed between the new utility pipe and the other utility pipe. All costs necessary to furnish and install the pad shall be considered incidental to pipe laying. 7-08.3(4) Plugging Existing Pipe Section 7-08.3(4) is supplemented with the following: Whenever a section of existing pipe is cut, it shall be drained and plugged with concrete or cementitious grout to ensure no water or debris can enter the abandoned pipe. CI and DI pipe ends shall be capped with an MJ cap. Plugging existing pipe is considered incidental to all other work. Add the following new subsection to Section 7-08.3: 7-08.3(5) Maintaining Storm and Sanitary Service New Section Contractor shall ensure functioning of the stormwater system during construction. Provide means for bypassing and/or diverting flow as needed to maintain active service of utilities, including temporary pumps, hoses, tanks, vaults, piping, and any other measures required. The Contractor shall maintain the temporary system and modify it as directed by the Owner. The Contractor shall submit a bypass plan to the City describing how sanitary and storm service will be maintained to customers during construction at least 2 weeks before work begins. The City and Contractor will meet to discuss the plan and determine what coordination will be required between City and Contractor to maintain service. The Contractor shall revise City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-120 March 2020 Contract Documents Division 7 the plan based on the meeting and resubmit to the Owner for final approval. The Contractor shall not begin work on the respective utilities until the bypass plan has been approved by the Owner. The Contractor is responsible for providing all material and equipment to maintain service during construction. 7-08.4 Measurement The first, second, and fourth paragraphs of Section 7-08.4 are replaced with the following: No measurement shall be made for protecting of existing utilities and services, trench excavation, disposal of excavated material, bedding, and backfilling using native material, and compaction of native backfill. Measurement for pipe will be by the linear foot of pipe laid and successfully tested and shall be along the centerline of the pipe through fittings. Measurements will be from the inside face of structures or manholes not channeled or to the end pipe where it dead-ends beyond manholes. Measurement will be to the nearest foot. Measurement of “Unsuitable Pipe Foundation Excavation Incl. Haul” will be measured by the cubic yard in place of material actually removed. Because the amount of such excavation is unknown, a quantity has been arbitrarily selected to provide a common bid base. The unit price submitted shall be used for all such excavation. Material that must be excavated during trenching activity or to perform other work as described in the Plans and these Special Provisions, regardless of the nature of the material, shall not be considered as unsuitable pipe foundation excavation. Additional material excavated as directed by the Engineer, to provide a stable subgrade for the pipe foundation, shall be measured as “Unsuitable Pipe Foundation Excavation Incl. Haul”. Plugging and removing existing pipe is not measured. No separate measurement for payment will be made for Trench Dewatering used in conjunction with this project, but instead all costs shall be included in the unit cost of the utility or structure being installed. No separate measurement shall be made for work or materials required to install Detectable Marking Tape, provide temporary bypass, or trench dewatering for installation of utility pipes (including water and storm drain, electrical, and communication). Gravel backfill for pipe zone bedding shall be measured by the cubic yard. Trench width shall be based on neat line measurements in the field or as specified in Section 2-09.4 (the lesser of the two). Pipe zone bedding height shall be the pipe O.D. plus 12 inches. Where native material is used for bedding, there will be no measurement. 7-08.5 Payment Section 7-08.5 is supplemented with the following: “Unsuitable Pipe Foundation Excavation Incl. Haul”, per cubic yard. The unit bid price in the Proposal for “Unsuitable Pipe Foundation Excavation Incl. Haul” shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to remove, load, haul, and dispose of the unsuitable material off-site at a Contractor obtained legal disposal site. The unit bid price shall also include all costs associated with furnishing, installing, hauling, placing, and compacting the material specified to replace the City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-121 March 2020 Contract Documents Division 7 unsuitable material and furnishing, hauling and placing geotextile material as specified in the Plans. Plugging and/or capping and removing existing pipe is considered incidental to the work. All costs for general pipe installation work shall be incidental to and included in other items of work in Division 7. The cost for maintaining storm service during construction and the bypass plan shall be considered incidental to other bid items. “Gravel Backfill for Pipe Zone Bedding”, per cubic yard. The unit contract price for “Gravel Backfill for Pipe Zone Bedding”, shall be full pay for furnishing and installing this material including haul, placement in the trench, and compaction. The cost to haul and dispose of the existing, unsatisfactory material off site shall be incidental to this bid item. Plugging or capping abandoned existing piping shall be considered incidental to other bid items. Costs for providing temporary support of other utilities encountered during pipe installation shall be included in the unit cost for the pipe being installed. 7-12 VALVES FOR WATER MAINS 7-12.1 Description Section 7-12.1 is supplemented with the following: This work shall include replacing and adjusting new water valve boxes to finished grade. Adjustment shall be accomplished per the requirements of 7-05.3(1) Adjusting Manholes and Catch Basins to Grade. 7-12.2 Materials Section 7-12.2 is supplemented with the following: Water valve boxes shall meet the requirements of Bremerton Standard Detail 5120. Valve box covers that are exposed to foot traffic shall have a slip resistant surface with a minimum coefficient of friction of 0.60 under wet or dry conditions. 7-12.3 Construction Requirements Section 7-12.3 is supplemented with the following: Adjust Valve Cover to Grade Water valves to remain in place that fall within the construction area shall have their boxes replaced and adjusted to final grade after placement of the final lift of pavement. Adjustment shall be accomplished per the requirements of 7-05.3(1) Adjusting Manholes and Catch Basins to Grade. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-122 March 2020 Contract Documents Division 7 All valves shall be installed with new cast-iron valve boxes per Bremerton Standard Detail 5120. All valves in unpaved areas shall have a 2-foot-square asphalt pad around the valve cover, and valve clusters shall have a contiguous asphalt pad that extends 2 feet beyond each valve. All valves in unpaved areas shall be installed with a valve marker post unless otherwise directed by the Engineer. 7-12.4 Measurement Section 7-12.4 is supplemented with the following: “Adjust Valve Cover Incl. Valve Box” shall be measured per each. 7-12.5 Payment Section 7-12.5 is supplemented with the following: The unit contract price for “Adjust Valve Cover Incl. Valve Box” shall include costs for new valve boxes, lids, installation, and adjustment. 7-15 SERVICE CONNECTIONS 7-15.1 Description Section 7-15.1 is supplemented with the following: This work shall include replacing water meter boxes as shown in the Plans. 7-15.2 Materials Section 7-15.2 is supplemented with the following: Meter boxes shall be as specified on the City Standard Details 5001 and 5002. Lids of water meter boxes that are exposed to foot traffic shall have a slip resistant surface with a minimum coefficient of friction of 0.60 under wet or dry conditions. 7-15.3 Construction Requirements Section 7-15.3 is supplemented with the following: If necessary due to inadvertent damage, water service outages to repair damaged meters shall be coordinated with the private property owners to minimize the impact to the resident/business. For residents, coordinate the outage to occur during low water usage hours, such as during the middle of the day. Outages shall not exceed 4 hours. The residents and City staff shall be notified minimum 24 to 48 hours prior to the outage. 7-15.4 Measurement Section 7-15.4 is supplemented with the following: “Replace Meter Box” shall be measured per each. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-123 March 2020 Contract Documents Division 7 7-15.5 Payment Section 7-15.5 is supplemented with the following: “Replace Meter Box”, per each. The unit contract price for “Replace Meter Box” shall be full pay for the work, including but not limited to, potholing for location and material identification, sawcutting, asphalt removal, excavating, trench backfill, removal and replacement of meter box, and adjustment of new meter box to grade. Removing existing meter boxes shall be incidental to this bid item. END OF DIVISION 7 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-124 March 2020 Contract Documents Division 7 This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-125 March 2020 Contract Documents Division 8 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3 Construction Requirements 8-01.3(1) General 8-01.3(1)A Submittals Section 8-01.3(1)A is supplemented with the following: The Contractor shall prepare and submit for approval temporary erosion and sediment control plan (TESC Plan) that complies with the City of Bremerton NPDES Construction Stormwater Permit. The TESC Plan shall be submitted to the Engineer 10 working days prior to the s tart of clearing and grubbing. Coverage under the NPDES Construction Stormwater Permit shall be transferred from the City to the Contractor. 8-01.4 Measurement Section 8-01.4 is supplemented with the following: “TESC Plan” shall be measured per lump sum. “Temporary Erosion and Sediment Control” shall be measured per lump sum. 8-01.5 Payment Section 8-01.5 is supplemented with the following: “Temporary Erosion and Sediment Control”, lump sum. The lump sum Contract price for “Temporary Erosion Control and Sediment Control” shall be full pay for all labor equipment material and overhead costs associated with implementing the TESC plan, including installing, maintaining, inspecting and repairing Best Management Practices (BMPs), providing the ESC Lead, and transferring coverage under the NPDES Construction Stormwater Permit from the City to the Contractor. All of the work described in this paragraph shall be continued through the 60 working day suspension for utility installation described in Section 8-20 of these Special Provisions. All costs for TESC-related work during the suspension shall be incidental to this bid item. “TESC Plan”, lump sum. All cost for furnishing and obtaining approvals for the “TESC Plan” are included in the lump sum cost for the plan, including preparing drafts, obtaining approval, and minor modifications as site conditions change. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-126 March 2020 Contract Documents Division 8 BMPs include, but are not limited to, silt fences, interceptor swales, straw bale barrier/dam, temporary seeding and mulching, plastic covering, inlet protection, and temporary sediment basis consisting of storage tanks with baffles. 8-02 ROADSIDE RESTORATION 8-02.1 Description Section 8-02.1 is supplemented with the following: The Work shall include topsoil type A and hydroseed as shown on the Plans. Add the following new subsection: 8-02.1(1) Submittals New Section Contractor shall submit the following a minimum of 15 working days prior to start of work under this section: 1. Source name and data demonstrating conformance to specification of Topsoil Type A, fine compost, and bark mulch to the Engineer for approval. Include names and address of suppliers. 2. Provide test reports for supplied Topsoil, including composition and nutrient levels from an approved agricultural testing laboratory at Contractor’s expense. 8-02.2 Materials Section 8-02.2 is supplemented with the following: Materials shall meet the requirements of the following sections: Topsoil Type A shall be as described in Section 9-14.2(1) of these Special Provisions. Seed for hydroseed shall consist of Landscaping Seed Mix with 70 percent perennial rye blend and 30 percent chewings and red fescue blend applied at a rate of 180 pounds per acre. Mulch shall be applied at a rate of 1,500 pounds per acre with 3 percent tackifier. 8-02.3 Construction Requirements 8-02.3(4) Topsoil Section 8-02.3(4) is supplemented with the following: Do not drive, park equipment, or place construction materials on prepared subgrades or installed Topsoil once placed. 8-02.4 Measurement Section 8-02.4 is supplemented with the following: Hydroseed shall be measured per square yard. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-127 March 2020 Contract Documents Division 8 Topsoil Type A shall be measured in place by the cubic yard. Delivery tickets from the Topsoil supplier shall also be provided a backup to in-place measurements. 8-02.5 Payment Section 8-02.5 is supplemented with the following: “Hydroseed”, per square yard. The unit lump sum Contract price for “Hydroseed” shall include all costs for furnishing and installing seed, tackifier, and mulch as specified. “Topsoil Type A”, per cubic yard. The unit Contract price for “Topsoil Type A” shall include subgrade preparation, preparation, mixing, placement, soil tests, amendments, materials, compaction, or other work required for completion of the work. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 Description Section 8-04.1 is supplemented with the following: This work shall include construction of controlled density fill (CDF) check dams. 8-04.4 Measurement Section 8-04.4 is supplemented with the following: “CDF Check Dam” shall be measured per linear foot. “Cement Conc. Traffic Curb and Gutter” shall be measured per linear foot. Measurement for “Cement Conc. Traffic Curb and Gutter” shall include depressed curb and gutter at curb ramps and driveways. 8-04.5 Payment Section 8-04.5 is supplemented with the following: “Cement Conc. Traffic Curb and Gutter”, per linear foot. “CDF Check Dam”, per linear foot. The unit Contract price for “Cement Conc. Traffic Curb and Gutter”, “CDF Check Dam”, and shall include payment for excavation, subgrade preparation, and haul. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-128 March 2020 Contract Documents Division 8 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements Section 8-06.3 is supplemented with the following: Driveway approaches shall be constructed per City of Bremerton Standard Detail 3121. 8-06.4 Measurement Section 8-06.4 is replaced with the following: Cement Conc. Driveway Entrance Type _ shall be measured per square yard of finished surface including replaced driveway concrete pavement. Pedestrian curb used in conjunction with driveway approaches shall not be measured for separate payment, but shall be considered incidental to the driveway approach unit cost. 8-06.5 Payment Section 8-06.5 is replaced with the following: “Cement Conc. Driveway Entrance Type _”, per square yard of finished surface. All costs for constructing the driveway entrance in segments, installing and removing temporary approaches, and installing washed aggregate concrete driveway pavement where shown on the Plans shall be included. 8-09 RAISED PAVEMENT MARKERS 8-09.4 Measurement Section 8-09.4 is replaced with the following: Measurement of all markers will be by the units of each for each type of marker furnished and set in place. 8-09.5 Payment Section 8-09.5 is supplemented with the following: “Raised Pavement Marker Type 2 Blue”, per each. “Raised Pavement Marker Type 2 Yellow”, per each. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-129 March 2020 Contract Documents Division 8 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is supplemented with the following: This work shall consist of replacing and adjusting monument case and cover in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer. The work shall also consist of replacing property corner markers at the Keith property, 6041 Harlow Drive including obtaining a DNR permit and preparing and recording a Land Corner Record. 8-13.2 Materials Section 8-13.2 is supplemented with the following: Monument case and cover shall be in accordance with WSDOT standard plan A-10.30-00. 8-13.4 Measurement Section 8-13.4 is supplemented with the following: Measurement of adjust monument case and cover will be by the unit for each monument case and cover adjusted. 8-13.5 Payment Section 8-13.5 is supplemented with the following: “Adjust Monument Case and Cover”, per each. “Replace Property Corners” per lump sum. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description Section 8-14.1 is supplemented with the following: This work also consists of forming, constructing, and finishing colored, stamped concrete in the buffer areas of single direction curb ramps as shown on the Plans. 8-14.2 Materials Section 8-14.2 is supplemented with the following: Detectable Warning Surface shall be black in color. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-130 March 2020 Contract Documents Division 8 Intrinsic color for stamped concrete shall be brick red. A color chip shall be submitted to the Engineer for approval prior to installing the concrete. 8-14.3 Construction Requirements Section 8-14.3 is supplemented with the following: Cement concrete sidewalk shall be constructed per City of Bremerton Standard Detail 3101. Detectable Warning Surface shall be installed on HMA surface according to the manufacturer’s instructions. Add the following new subsection: 8-14.3(6) Curb Ramps New Section Curb ramp alignment shall be as indicated on the Plans or as directed by the Engineer in the field. Curb ramps shall be constructed separately from the adjacent triangular shaped transition areas and sidewalk to produce a definite break line between grade changes. All curb ramps shall have a detectable warning pattern installed in accordance with the manufacturer’s written instructions. The Contractor shall notify the Engineer three (3) working days in advance of placing concrete for each curb ramp for layout and formwork inspection. The Contractor shall not place concrete in a sidewalk ramp until the Engineer has either inspected and accepted the layout or waived the layout inspection. Where existing sidewalk ramp(s) is/are to be replaced, including adjacent sidewalk, the Contractor shall complete the required replacement per intersection corner within one week of beginning concrete demolition and removal. Curb ramps on this project may need to be modified from the standard details or the details shown on the Contract Drawings to fit the project conditions while meeting current ADA requirements. Special care shall be taken to assure that the ramps are constructed per the plans and details. The following requirements shall apply to all curb ramps: 1. Truncated Domes shall be placed on the bottom two feet of the ramp. 2. The landing length shall be a minimum of 48 inches. 3. The cross slope of the landing or ramp shall not be steeper than 2%. 4. The longitudinal slope (up or down) of the ramps shall not exceed 8%. 5. The Flare Side Slopes shall not exceed 10%. Compliance with ADA Standards is taken very serious and minor modifications to the dimensions shown on the Plans may be required to meet current standards. Therefore, prior to pouring concrete at the curb ramp locations, the Contractor shall check the forms to verify ADA compliance, have each ramp inspected by the Engineer, and receive written approval from the Engineer that the forms are set in compliance with ADA Standards. Ramps poured without written approval, that do not meet current ADA Standards shall be removed and replaced at the Contractor’s expense, regardless of whether or not they conform to the dimensions shown on the Plans. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-131 March 2020 Contract Documents Division 8 Concrete which is not placed such that the finished surface is a flat and uniform plane may result in non-compliance to the ADA standards and shall be removed and replaced at the Contractors expense. Pedestrian curbs shall be placed where shown on the Plans and where necessary to transition from lowered grade at depressed concrete ramps to the adjacent finished grade. Reference the details on the Plans for pedestrian curb locations and general cross-section. 8-14.4 Measurement Section 8-14.4 is supplemented with the following: “Cement Conc. Sidewalk” will be measured by square yard of finished surface. Measurement shall include thickened sections including the thickened edge at Wall 6 location. “Cement Conc. Raised Crosswalk” will be measured by square yard of finished surface. Measurement for “Cement Conc. Curb Ramp Type __” and “Cement Conc. Raised Crosswalk” shall include Cement Conc. Pedestrian Curb, Cement Concrete Curb Type C-2, and Detectible Warning Surface. “Detectable Warning Surface”, shall be measured per each. 8-14.5 Payment Section 8-14.5 is supplemented with the following: “Cement Conc. Sidewalk”, per square yard. “Cement Conc. Raised Crosswalk”, per square yard. The unit Contract price for “Cement Conc. Sidewalk” and “Cement Conc. Raised Crosswalk” will be full compensation for labor, equipment, and material required to complete the work including thickened edge at Wall 6, Cement Conc. Pedestrian Curb, Cement Concrete Curb Type C-2 for catch basin edge protection, and Detectible Warning Surface. “Detectable Warning Surface”, per each installed, complete. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.1 Description Delete this section and replace with the following: This work consists of furnishing, installing, and field testing all materials and equipment necessary to complete in place, fully functional system(s) of any and all of the following types City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-132 March 2020 Contract Documents Division 8 including modifications to an existing system all in accordance with approved methods, the Plans, the Special Provisions, and Specifications: 1. Illumination System, Complete 2. Install RRFB Assembly, Complete 3. Install Flashing Beacon Assembly, Complete 4. Type 1 J-Box 5. Type 2 J-Box 6. Conduit Pipe 1 In. Diam (Schedule 80) 7. Conduit Pipe 1-1/2 In. Diam (Schedule 80) 8. Conduit Pipe 2 In. Diam (Schedule 80) 9. Conduit Pipe 1-1/2 In. Diam (Schedule 40) 10. Conduit Pipe 2 In. Diam (Schedule 40) Unless otherwise noted, the location of the appurtenances shown in the Plans are approximate, and the exact location will be established by the Engineer in the Field. 8-20.1(1) Regulations and Code Section 8-20.1(1) is supplemented with the following: Standards and Regulations: All electrical equipment shall conform to the requirements of these Specifications, the Plans and special provisions, all material and work shall conform to the requirements of the following in the order noted: • ANSI/IESNA American National Standard Practice for Roadway Lighting (RP-8) • Roadway Lighting Design Guide (AASHTO) • Latest adopted (by Washington State) edition of the National Electrical Code (NEC). • Laws, Rules, & Regulations for Installing Electric Wires & Equipment, Department of Labor & Industries, State of Washington (L&I). • National Electrical Manufacturers Association (NEMA). • American Society for Testing and Materials (ASTM). • Illumination Engineering Society (IES). • American Standards Association (ASA). • Puget Sound Energy (Puget Power). • City of Bremerton Street Lighting Design Standard Drawings (City Standard Drawings). • American National Standards Institute (ANSI). • Washington State Standard Specifications for Road, Bridge and Municipal Construction (Standard Specifications). • Washington State Standard Plans for Road, Bridge and Municipal Construction (Standard Plans). • All material must be Underwriters laboratories Listed (UL) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-133 March 2020 Contract Documents Division 8 • All applicable provisions of the Revised Code of Washington (RCW) and the Washington Administrative Code (WAC), particularly those addressing the requirements for excavation and installation of underground utilities. • Other City ordinances or requirements that may apply. Prior to start of work, all necessary licenses, permits, and approvals shall be obtained. The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the performance of the work, the protection of adjacent property, and the maintenance of all other facilities. The Contractor shall be required to comply with all the provisions of these instruments and shall save and hold the City of Bremerton harmless from any damage which may be incurred as a result of the Contractor ’s failure to comply with all the terms of these permits. The Contractor is advised that an Electric Work Permit from the State Department of Labor and Industries shall be required for this project. City of Bremerton Standards In general, all work and materials shall conform to the City of Bremerton Standards, the City of Bremerton Standard Drawings, the 2020 WSDOT Standard Specifications, WSDOT Standard Plans, and Project Standard Details. Where conflict between these City of Bremerton Standards and Drawings and the WSDOT Standard Specifications or WSDOT Standard Plans occurs, the City of Bremerton Standards shall take precedence. Specific requirements contained in the text of these Special Provisions and on the Plans shall take precedence over both the WSDOT Standard Specifications and the City of Bremerton Standards. 8-20.1(3) Permitting and Inspections Section 8-20.1(3) is supplemented with the following: The Contractor shall obtain electrical permit(s) from Washington State Department of Labor and Industries. Electrical Service inspection(s) will be performed by Labor and Industries. Obtaining the permit, requesting inspections, making corrections, and securing L&I approval is the responsibility of the Contractor. 8-20.2 Materials Section 8-20.2 is supplemented with the following: Materials shall be as specified in Section 9-29 of the Standard Specifications and Section 9-29 of these Special Provisions. 8-20.2(1) Equipment List and Drawings Section 8-20.2(1) is supplemented with the following: The Contractor shall also be required to submit product data for luminaires, RRFB, flashing beacon assembly, poles, foundations, quick disconnect kits, conduit, junction boxes, risers, and other appurtenances. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-134 March 2020 Contract Documents Division 8 Approval of shop drawings will require up to 30 calendar days from the date the Engineer receives the drawings until they are returned to the Contractor. The actual time required for approval is dependent upon the completeness and appropriateness of the drawings as submitted. Any deficiencies will require additional time for approval based on the degree of the deficiency and the additional review time required. If the shop drawings are returned to the Contractor to correct deficiencies, an additional 30 calendar days may be required for the approval process. If more than 30 calendar days are required for routine approval of shop drawings that are completed and accurate, the Contractor will be granted an extension of time equal to the additional review time. All electrical and signal materials for review shall be included in a single submittal. Materials not approved by the Engineer will not be permitted on the job site. The City of Bremerton reserves the right to inspect the manufacturing process of all materials. Final inspection and acceptance of the installed materials will not be given until final installation and testing has been completed on the system. Approval to install materials and equipment must be obtained from the Engineer at the job site, before installation. 8-20.3 Construction Requirements Section 8-20.3 is supplemented with the following: Before placing the concrete, the Contractor shall block out around any other underground utilities that may lie in the excavated base to prevent foundation adherence to the utility line. Concrete foundations shall be troweled, brushed, and edged. Exposed anchor bolts and conduits shall be promptly cleaned of any concrete after installation. Where no sidewalk is planned or exists, the top of the foundation shall be 12 inches above roadway centerline, unless otherwise noted on the Plans. The joint between the power service cabinet and its foundation shall be sealed using a clear, waterproof, silicone caulk. 8-20.3(1) General Section 8-20.3(1) is supplemented with the following: All equipment shall be handled and protected so as to prevent damage. Damaged equipment, if any, shall be repaired or replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Owner. No new facilities shall be installed as part of this Contract that are in conflict with any existing utilities, or the code required thereby. It shall be the Contractor’s responsibility to locate all utilities whether above, on, or below the ground, and to protect against any and all damages arising from work under this project. At least 48 hours before digging, the Contractor shall call City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-135 March 2020 Contract Documents Division 8 the Utilities Underground Locator Center (telephone: 1.800.424.5555). Contractor must maintain locates during the duration of the project once they have been identified. The Contractor is advised that safe wiring labels required by the State of Washington Department of Labor and Industries shall apply on this project. All manufacturers’ warranties or guarantees on all electrical and mechanical equipment, consistent with those provided as customary trade practice, shall be assigned to the City of Bremerton. 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: Backfill for trenches may consist of select native backfill from the excavation providing that such material is free of organic material, clay, or other deleterious material. If sufficient material from the excavation is not available, as determined by the Engineer, the Contractor shall furnish and install bank run gravel for trench backfill meeting the requirements of Section 7-09 of these Special Provisions. All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Engineer. Compaction shall be in conformance with Section 2-30.3(14), Method C of the Standard Specifications. The temporary restoration of conduit trenches shall be as directed by the Engineer. The Contractor warrants and represents awareness of the statutory provisions contained in RCW 19.122.010 through 19.122.900, that the Contractor has read and fully understands the same, and will comply with the requirements of these provisions which are incorporated by reference herein. The Contractor agrees that all trenching as well as excavating for all pole foundations shall be an “excavation” as defined under RCW Chapter 19.122 and that such utilities constitute underground facilities. The parties agree that remedies affected under RCW Chapter 19.122 are also incorporated by reference herein. Any cost to the Contractor as a result of this law shall be at the Contractor’s expense. 8-20.3(4) Foundations Section 8-20.3(4) is supplemented with the following: Each concrete foundation shall be constructed in a single pour. Where the pole is located in the sidewalk area, the foundation shall be poured to the top of the sidewalk subgrade; and the sidewalk shall be installed in a separate pour. Where the pole is not located in the sidewalk area, the foundation shall include a cement concrete pad set flush with adjacent grades per the details on the Plans. Where the concrete pad for the new power service cabinet abuts the sidewalk, it shall be at the same elevation as the sidewalk and shall be separated from the sidewalk by a construction joint. Foundations shall conform to the detail on the Plans and City of Bremerton Standards. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-136 March 2020 Contract Documents Division 8 The foundations for the streetlights shall conform to City of Bremerton Standard Drawing 7014, except that there shall be four anchor bolts per pole manufacturer’s specifications. Construction of the streetlight pole and signal pole foundations may require special procedures due to depth, groundwater, and soil conditions, and proximity of existing underground utilities. The Contractor shall consider this in his lump sum bid price for the installation of the various electrical systems and no additional compensation will be paid if special procedures are necessary to properly construct the foundations. 8-20.3(5) Conduit Section 8-20.3(5) is supplemented with the following: All conduit runs, including the size, shall be shown and identified on the Plans. The minimum conduit for each conduit run shall be determined according to the NEC, with the minimum size between junction boxes being one and one half (1-1/2”) diameter conduit for lighting branch circuits. Larger conduit may be required at the discretion of the City. All conduits 90’s and risers entering and leaving new or existing junction boxes shall be rigid metallic galvanized conduit. All conduits from the junction box feeding luminaires, tree well receptacles, and festival receptacles shall be rigid schedule 80 PVC. A spare 2-inch conduit shall be installed between each junction box. Conduit installed underground across roadways or driveways shall be Schedule 80 PVC conforming to NEC. All conduit installed underground shall have Polyethylene Underground Hazard Marking Tape, 6 inches wide, red, legend “Caution-Electric Line Buried below”, placed approximately 12 inches above the conduit. All galvanized conduit in contact with concrete shall be wrapped with 2-inch- wide, 10-mil-thick electrical tape, Scotchwrap 50 or approved equal, half lapped. Coat with a suitable primer. All conduits installed under sidewalk shall be Schedule 40 rigid polyvinyl chloride (PVC) unless otherwise noted on the Plans. PVC conduit shall conform to the NEC. All conduits from junction boxes to pole and/or tree well receptacle shall be Schedule 40 or Schedule 80 PVC, including conduits for grounding rod. Conduits terminating in junction boxes shall terminate not less than five inches or more than nine inches below the lid of the box and be a minimum of 2 inches above final grade in the bottom of the box. Every conduit entering such boxes shall be neatly upswept and contain an equipment ground with a minimum size 8 awg stranded copper, except for spare conduits. The only conduit bends permitted shall be either factory bends or those formed by the use of an approved conduit bending tool employing correctly sized dies. Conduit entering any electrical enclosures shall be positioned to avoid bending or cutting cabinet braces and cross members that are formed as a part of the electrical enclosure or its pedestal. Such bending or cutting is expressly prohibited. All metallic conduits in junction boxes shall have grounding bushings and be bonded to the system ground wire and be attached to the ground strap, lid, and box. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-137 March 2020 Contract Documents Division 8 Size of all conduits shall be shown on the Plans. A 200-pound breaking strength pull string or true tape with footage measurements shall be pulled into all conduit runs, except the service entrance conduit and conduit for grounding electrode conductor. All empty conduits shall be plugged or capped immediately after pulling through a cleaning mandrel and installation of the pull string. See City of Bremerton Standards and Contract Plans for specific schedules. 8-20.3(5)A General Section 8-20.3(5)A is supplemented with the following: Conduit shall be in accordance with all provisions of Section 9-29.1 (Conduit, Innerduct, and Outerduct). All conduit shall display the Underwriter Laboratories certification (UL Listed). 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Section 8-20.3(6) is supplemented with the following: Junction boxes shall be located and oriented as shown on the Plans but may be adjusted in the field by the Engineer to better fit existing conditions. No junction boxes shall be located in pedestrian ramp areas. See City of Bremerton Standards and Standard Drawings. Junction boxes located in landscaping areas shall be constructed with a concrete collar a minimum of 6 inches thick and extending a minimum of 6 inches in width from all sides of the box. 8-20.3(9) Bonding, Grounding Section 8-20.3(9) is supplemented with the following: The illumination systems shall be bonded and grounded in accordance with City of Bremerton Standard Drawings 7010 and 7012. Grounding bushings, where required, shall be OZ Gedney, Type HLBG or Thomas & Betts, Blackjack Type BG. 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets Section 8-20.3(10) is supplemented with the following: Service: The Service Cabinet shall be Underwriter Laboratory listed and labeled for service entrance use. Metering is required on all installations. See City of Bremerton Standard Drawings. Lighting branch circuits are sized to maximum 80% of the branch circuit ampacity. Lighting branch circuits can be 20 or 30 amperes. Available fault current at the service point of the Service Cabinet is assumed to be 10,000 Amperes. Contractor is responsible to determine available fault current. If greater than 10,000 AIC a higher rated AIC main breaker is required, and conformance with NEC. The minimum service size is 200 amp at 240 volt. Service size City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-138 March 2020 Contract Documents Division 8 may be increased to as large as 250 amps at 240 volts based on the engineered approved drawings. Electrical Service: The electrical service shall be obtained from Puget Sound Energy by the Contractor upon the Contractor’s request and full expense. The contractor shall energize the street lighting service in the contractor’s name and operate the system trouble free for a period of 90 days after the initial inspection is complete. At 90 days after inspection / acceptance testing has been performed, approved and all work has been corrected and accepted by the City. The electrical service will then be transferred to the City of Bremerton street lighting account. If there are any additional questions, contact the Public Works Operations at 360.473.5920. The Contractor shall ascertain the requirements of Puget Sound Energy and shall seek approval from Puget Sound Energy and the Engineer as to locations and type of construction for connecting and mounting service hardware. All service cabinet(s) shall be locked at all times that work is not being performed on the equipment. Service conductors shall be as indicated on the wiring schedule and also must be copper type XHHW. All street lighting systems shall have underground service provided. Service points to pole or pad mount transformer shall be provided within a utility easement immediately adjacent to or within the right-of-way and shall be open and easily accessible to the street frontage. Electrical Service Cabinet (General): The length of conductors within the Service Cabinet shall be sufficient to neatly train the conductor to the terminal point with no excess. Multiple conductors shall be neatly bundled, and secured with suitable nylon ties. Terminations shall be made so that there is no bare conductor at the terminal. The conductor insulation shall bear against the terminal or connector shoulder. All galvanized conduit in contact with concrete shall be wrapped with 2-inches-wide, 10 mil-thick electrical tape, Scotchrap 50 or approved equal, half lapped. Coat with suitable primer. The base of the service cabinet shall be sealed to the concrete pad with a polyurethane sealant meeting ASTM C-920, Type S, Class 25, Grade NS. The color shall approximately match the color of the Service Cabinet. Grounding of the service cabinet shall be per Bremerton Standard Detail Drawings. Electrical Service fed from Underground Source: • Verify requirements for connections to pad mount transformer with Puget Sound Energy Engineer. • Service entrance conduit can be rigid metallic galvanized or PVC non-metallic schedule 80. • Terminate conduit 2 feet from transformer vault. • End bell for PVC conduit. • Phenolic bushing for rigid metallic galvanized. • Provide 6 inches of sand backfill above and below exposed conductors. • Electrical Service fed from overhead source. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-139 March 2020 Contract Documents Division 8 • Continuous conduit from service cabinet to Puget Sound Energy Pole. • Extend up pole to height as determined by Puget Sound Energy engineer. • Install a PVC weather head. • Rigid metallic galvanized conduit. • Pole riser per. Bremerton Standard Detail Drawing 7018. Electrical Service Cabinet Service cabinet shall be Skyline Series #65100 per Bremerton Standard Detail Drawing or approved equal with the following minimum requirements: • Cabinet ➢ Shall be UL listed; ➢ NEMA 3R construction, pad mount, 21 inches wide by 26 inches deep by 48 inches high; ➢ 1/8-inch 5052 H-32 Aluminum Construction; ➢ Removable equipment mounting pan; ➢ Two screened and gasketed vents, one near the top of cabinet end, the other near the bottom (not in meter section); ➢ Hinged deadfront; • Doors ➢ Heavy duty concealed barrel hinges (lift off type); ➢ Hinged on left; ➢ Stainless steel vault handles, 3 point latch; ➢ Closed cell neoprene gasket; ➢ Openable to 180 degrees; ➢ Padlockable meter door w/ polished wire glass window; ➢ Best CX lock with blue construction core on distribution door; ➢ Card holder; • Exterior Finish ➢ Polished aluminum or stainless steel; ➢ Dead front and wire way covers white; • All internal fasteners to be pan head Phillips SS. • Interior finish: white enamel paint. • Internal wireway. • Provide 1/2-inch-diameter mounting holes in bottom flange. • Wiring: Cabinet wiring to be stranded, type MTW or SIS copper. • Panelboard: Minimum 120/240 VAC, 1 Phase, 200 amp mains, 16 space, 10KAIC. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-140 March 2020 Contract Documents Division 8 Provide following branch circuits: (See Bremerton Standard Detail Drawings). • 20/2 Illumination, one per each lighting contactor required • 20/4 Tree lights • 15/1 Control • 20/1 Signal Branch • 20/1 Receptacle Branch • 15/1 Heater Lighting Contactor(s): 30 amp, 2 pole, 600 volt, 120 volt coil, Square D (Number of lighting contactors dependent upon lighting requirements). Meterbase: 200 Amp 5 jaw with bypass block, with 5 jaw at 9:00 position. The base foundation for the service cabinets shall conform to State of Washington Standard Plans and Sections 8-20 of the Standard Specifications. The foundation will include a pad for maintenance of the cabinet of 6 inches on each side, 24 inches on the back (meter base) side, and 24 inches on the door side as per the Bremerton Standard Plans. All foundations shall include a 3/8-inch-diameter plastic drain. A minimum of one spare 2-inch conduit will be installed from the panel side of the service to the nearest junction box. Junction Boxes: All junction boxes shall be concrete with a galvanized steel lid and shown and identified on the submitted plans. All connections and splices shall be made only within junction boxes. Install junction boxes: Two way (in the splice) or three way (Wye or T) are the only acceptable methods. All splices made to the illumination circuits in junction boxes will be made in a Polaris insulated multi-cable connector blocs in accordance with City Standard Drawings. Enter conduit from the direction of the run. Terminating within 3 inches of the box wall nearest entry. Concrete junction boxes with steel lids shall be sized by number of conduits in the box as per the NEC as identified in Standard Plans, galvanized, with grounding strap, and locking lid, bearing the legend “LT”, in conformance with Washington State Standard Plans and will be locking with SS penta head bolt. All junction boxes shall have a minimum of 6 inches of crushed gravel underneath. Concrete junction boxes with steel lids shall be used in all locations including where the junction box will be in the sidewalk. Junction boxes shall be installed at: • Locations where more than two conduit runs intersect. • Where conduit runs are more than 300 feet long. • Where shown on the submitted plans. • At critical angle points. • Locations as directed by the Engineer. • In the sidewalk at the back of the walk whenever possible. • Flush with the sidewalk grade, firmly bedded and aligned as directed by the Engineer. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-141 March 2020 Contract Documents Division 8 Conductors: All conductors, including quantity and size, shall be identified on the submitted plans. • Voltage drop: ➢ Shall be per NEC requirements. ➢ Size lighting branch circuits for 5% voltage drop. ➢ Size service entrance conductors for 3% voltage drop. ➢ Calculations showing voltage drop for lighting branch circuits are required. Wire conductors for underground feeder runs, service entrance and for circuitry from the in-line fuse in the poles to the junction box shall be six hundred (600) volt, single conductor stranded copper type, XHHW in accordance with the Insulated Power Cable Engineer’s Association Specifications. Wire conductors inside the pole from the luminaire to the in-line fuse shall be per Standard Specification Section 9-29.3; six hundred (600) volt, Pole and Bracket cable. If the luminaire requires fixture wire temperature greater than 75 degrees C, the outer portion of the cable jacket shall be stripped for that portion of the cable inside the luminaire. The single conductors shall be sheathed with braided fiberglass sleeving of the temperature rating recommended by the luminaire manufacturer. Minimum conductor size for lighting branch circuits is #10 AWG, including equipment ground. Minimum conductor size for photoelectric control is #12 AWG and the same type as mentioned above. Conductor Color Coding: Color coding shall be accomplished by colored thermoplastic electrical tape, if the conductor is not of the required color. Conductors shall be taped for a minimum of 3 inches, lapping each turn by 1/2. Equipment grounding conductors and the grounded conductor shall be color coded per the National Electrical Code. At each junction box, light standard handhole, and service cabinet, street lighting conductors shall be color coded per phase of the 120/240 volt AC service. Remote wiring from the Service Cabinet to the photoelectric control shall be color coded as follows: Black-Line White-Neutral (grounded conductor) Red-Load These conductors shall be XHHW. Conduit: All conduit runs, including the size, shall be shown and identified on the Plans. The minimum conduit for each conduit run shall be determined according to the NEC, with the minimum size between junction boxes being one and one-half (1-1/2-inch) diameter conduit for lighting branch circuits. Larger conduit may be required at the discretion of the City. All conduits 90’s and risers entering and leaving new or existing junction boxes shall be rigid metallic galvanized conduit. All conduits from the junction box feeding luminaires, tree well receptacles, and festival receptacles shall be rigid schedule 80 PVC. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-142 March 2020 Contract Documents Division 8 A spare 2-inch conduit shall be installed between each junction box Conduit installed underground across roadways or driveways shall be Schedule 80 PVC conforming to NEC. All conduit installed underground shall have Polyethylene Underground Hazard Marking Tape, 6 inches wide, red, legend “Caution-Electric Line Buried below”, placed approximately 12 inches above the conduit. All galvanized conduit in contact with concrete shall be wrapped with 2-inches-wide, 10-mil-thick electrical tape, Scotchwrap 50 or approved equal, half lapped. Coat with a suitable primer. All conduits installed under sidewalk shall be Schedule 40 rigid polyvinyl chloride (PVC) unless otherwise noted on the Plans. PVC conduit shall conform to the NEC. All conduits from junction boxes to pole and/or tree well receptacle shall be Schedule 40 or Schedule 80 PVC, including conduits for grounding rod. Conduits terminating in junction boxes shall terminate not less than five inches or more than 9 inches below the lid of the box and be a minimum of 2 inches above final grade in the bottom of the box. Every conduit entering such boxes shall be neatly upswept and contain an equipment ground with a minimum size 8 awg stranded copper, except for spare conduits. The only conduit bends permitted shall be either factory bends or those formed by the use of an approved conduit bending tool employing correctly sized dies. Conduit entering any electrical enclosures shall be positioned to avoid bending or cutting cabinet braces and cross members that are formed as a part of the electrical enclosure or its pedestal. Such bending or cutting is expressly prohibited. All metallic conduits in junction boxes shall have grounding bushings and be bonded to the system ground wire and be attached to the ground strap, lid, and box. Size of all conduits shall be shown on the Plans. A 200-pound breaking strength pull string or true tape with footage measurements shall be pulled into all conduit runs, except the service entrance conduit and conduit for grounding electrode conductor. All empty conduits shall be plugged or capped immediately after pulling through a cleaning mandrel and installation of the pull string. Grounding of Illumination System: The illumination system shall be bonded and grounded in accordance with Bremerton Standard Detail Drawing 7010 & 7012. Grounding bushings, where required, shall be Thomas & Betts, Blackjack type BG. Acceptance Testing: All testing shall be performed in the presence of a representative of the City Electronics Division and recorded on Bremerton Standard Detail Drawing 7009. The project will not be considered acceptable and completed until the completed Bremerton Standard Detail Drawing 7009 is submitted to the City Engineer. Testing may be scheduled through Bremerton One Call at 360.473.5920 with a minimum of 3 working days’ notice and ask for electricians in the Electronics Department. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-143 March 2020 Contract Documents Division 8 All measurements will be made with an instrument designed for that purpose and acceptable to the City. The Contractor may use its own instruments to verify readings. If a discrepancy exists, the readings taken with the City’s instrument will be considered as the correct readings. If the contractor disputes the City’s readings, the City will produce calibration documentation for the instrument or verify the readings with a third instrument. Insulation Testing: To perform test the Contractor shall disconnect all luminaires at the fuse connector in the hand holes of each pole. Then test the insulation resistance at 500 volts with a suitable testing device. An acceptable reading shall be at least twenty-five (25) megaohm at 500 volts for one minute. Operational Testing: The Contractor shall verify the correct operation of the lighting test switch, the master photocell, and the ground fault circuit interrupter receptacle. Voltage Readings: The Contractor shall take voltage readings at the supply side of the lighting contactor. The voltage readings will be taken with the contactor open (no lights energized) and the contactor closed (all lights on). The readings to be taken are Leg A to ground, Leg B to ground, and Leg A to Leg B. Amperage Readings: The Contractor shall take current readings using a clamp on amp meter with the lighting contactor closed (all lights on). The readings to be taken are Leg A at the output of the lighting contactor and Leg B at the output of the lighting contactor. Record Drawings: The contractor shall provide red lined prints of the Plans showing as-built information of the field wiring prior to acceptance of the job by the City. Drawings are to be delivered to the City of Bremerton Public Works 100 Oyster Bay Ave, Bremerton, Washington 98312. 8-20.3(11) Testing Section 8-20.3(11) is supplemented with the following: Testing for the new illumination system shall be in accordance with the City of Bremerton Standards and Section 8-20.3(10) above. 8-20.3(13) Illumination Systems 8-20.3(13)A Light Standards Section 8-20.3(13)A is supplemented with the following Luminaires Type: • Standard - Uses metal galvanized tapered poles and mast arms, referred to as Type 1, ranging in mounting heights from 25 to 40 feet. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-144 March 2020 Contract Documents Division 8 Lighting Pole Identification: Assignment of the pole numbers shall be by the City of Bremerton Electronics Division who will also install the stickers. Nominal Voltage Identification: • Labeled over the lighting standard handhole. • 1 inch high, black legend on orange background. • The top of the legend shall be 4 inches above the top of the handhole. • Legend is to be “240 VOLTS”. • Label needs to be Type 1 or 2 reflective sheeting in accordance with WSDOT Standard Specifications Section 9-28.12. Luminaires: The type of street light luminaire and lamp wattage shall be specified on the Plans. All luminaire heads are to be Light Emitting Diode (LED) style. Photoelectric Controls: Control of the street lighting is by a master photocell. This photocell controls a lighting relay in a pad mount electrical service cabinet. The photo cell will be mounted atop the nearest light pole to the service cabinet. The photo cell will be a twist lock configure with the window pointing north and instant on operation, designed to turn on at 3 foot candles, rated to operate over the voltage range of 105 to 305 volts AC, 60 Hz. The five (5) or seven (7) pin turn lock shall meet the requirements of ANSI. Photoelectric control installation shall be per Brem erton Standard Detail Drawing 7017. Electrical Connections At Light Pole Bases: Electrical connections at light pole bases shall be per Bremerton Standard Drawings. Fuse connectors shall be installed at every light pole base. Luminaire Fusing: Fuse connectors shall be manufactured by SEC (Signal Electric Company). The fuse holders shall be readily accessible from the Light Pole handhole, and have eighteen inches (18) of slack in the conductors. Luminaire fusing for Lighting Poles shall conform to Bremerton Standard Drawings. Fuses shall be 13/32-inch by 1-1/2-inch Dual Element Time Delay Fuse - Bussman Type FNM, Reliance MEN, Gould-Shawmut TRM, or approved equal with the appropriate current rating as per Bremerton Standard Drawings. Add the following new sections: 8-20.3(18) Utility Installation and Coordination New Section PSE will provide materials and perform all work necessary for removal, relocation, and/or installation of PSE power poles and aerial power lines as shown on the Plans for: • Replace existing luminaire on utility pole. • New LED streetlight on utility pole. • Relocate power pole and street light. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-145 March 2020 Contract Documents Division 8 Refer to Section 1-07.17 of these Special Provisions for contact information for the affected utilities. Conditions for the work are as follows: • The Contractor shall provide electrical, illumination, RRFB, and Flashing Beacon work as shown on the Plans. • Contractor shall coordinate directly with all utilities regarding all utility work including installation of underground conduit, vaults, handholes, and junction boxes, installation of underground wire by PSE and the communications utilities, and pole removal, pole installation, and installation of overhead utilities. Payment for utility coordination shall be included in the unit Contract costs for installation of conduit, vaults, junction boxes, and handholes for each utility. • Utilities shall be contacted at least ten (10) working days before trenching activity is to begin to arrange delivery of materials to the jobsite and/or coordination. Delivered materials shall be stored in a secure staging area. Contractor shall be responsible for offloading materials from the delivery vehicles to the ground. • A PSE inspector may be present to witness all work performed to install the PSE facilities. Installation of PSE facilities shall be in accordance with PSE construction standards. • Contractor shall be responsible for establishing correct rim elevations for all utility vaults, junction boxes, and handholes. • 28 continuous working days are allowed for the Contractor to complete the installation of all conduit, vaults, and handholes. All conduits placed for PSE are to be proofed by a mandrel supplied by the utility for this purpose. Pull strings will be placed in all conduits. If the Contractor does not complete utility work in the allotted time, then the Contractor shall be subject to liquidated damages that are equivalent to the costs incurred by other utility providers for the Contractor’s delay, including but not limited to, PSE costs for additional inspection and materials delivery. 8-20.4 Measurement Section 8-20.4 is supplemented with the following: Measurement for the bid item “Illumination System, Complete” per lump sum. Measurement includes and not limited to the following the following: a. Furnishing and installing all new illumination materials, equipment, and foundations. b. Furnishing and installing power service cabinet and the 3/4-inch schedule 80 PVC conduit for ground round. c. Furnishing, installing, and pulling electrical wiring and circuits. d. Testing for a complete, functional, and operational illumination system. Measurement for the bid item “Install RRFB Assembly, Complete” per each. Measurement will include the following: a. Furnishing and installing all equipment and materials necessary for fully functional RRFB Systems as shown on the Plans. b. Furnishing, and installing push button systems. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-146 March 2020 Contract Documents Division 8 c. Furnishing, installing, and pulling electrical wiring and circuits. d. Testing for a complete, functional, and operational RRFB systems. RRFB signage is measured under other bid items. Wherever illumination and wiring are in a common conduit with RRFB conduit, the work for pulling wiring is measured separately to those bid items. Measurement for the bid item “Install Flashing Beacon Assembly, Complete” per each. Measurement will include the following: a. Furnishing and installing all equipment and materials necessary for fully functional Flashing Beacon Assembly System as shown on the Plans. b. Testing for a complete, functional, and operational RRFB systems. Flashing Beacon Assembly signage is measured under other bid items. Measurement for the bid item “Type 1 J-Box” per each. Measurement will include the following: a. Furnishing and installing all equipment and materials necessary as shown on the Plans and details for Junction Box Detail 7010. Measurement for the bid item “Type 2 J-Box” per each. Measurement will include the following: a. Furnishing and installing all equipment and materials necessary as shown on the Plans and details for Junction Box Detail 7010. Measurement for the bid item “Conduit Pipe 1 In. Diam. (Schedule 80)” per linear foot. Measurement will include the following: a. Furnishing, installing, excavation, backfill, compaction PVC conduits and fittings as shown on the Plans and details. Measurement for the bid item “Conduit Pipe 1-1/2 In. Diam. (Schedule 80)” per linear foot. Measurement will include the following: a. Furnishing, installing, excavation, backfill, compaction PVC conduits and fittings as shown on the Plans and details. Measurement for the bid item “Conduit Pipe 2 In. Diam. (Schedule 80)” per linear foot. Measurement will include the following: a. Furnishing, installing, excavation, backfill, compaction PVC conduits and fittings as shown on the Plans and details. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-147 March 2020 Contract Documents Division 8 Measurement for the bid item “Conduit Pipe 1-1/2 In. Diam. (Schedule 40)” per linear foot. Measurement will include the following: a. Furnishing, installing, excavation, backfill, compaction PVC conduits and fittings as shown on the Plans and details. Measurement for the bid item “Conduit Pipe 2 In. Diam. (Schedule 40)” per linear foot. Measurement will include the following: a. Furnishing, installing, excavation, backfill, compaction PVC conduits and fittings as shown on the Plans and details. 8-20.5 Payment Section 8-20.5 is supplemented with the following: Payment will be made under the following: “Illumination System, Complete”, per lump sum. “Install RRFB Assembly, Complete”, per each. “Install Flashing Beacon Assembly, Complete”, per each. “Type 1 J-Box”, per each. “Type 2 J-Box”, per each. “Conduit Pipe 1 In. Diam. (Schedule 80)”, per linear foot. “Conduit Pipe 1-1/2 In. Diam. (Schedule 80)”, per linear foot. “Conduit Pipe 2 In. Diam. (Schedule 80)”, per linear foot. “Conduit Pipe 1-1/2 In. Diam. (Schedule 40)”, per linear foot. “Conduit Pipe 2 In. Diam. (Schedule 40)”, per linear foot. The lump sum Contract price for “Illumination System, Complete”, shall be full pay for the furnishing, installing, and construction of the complete electrical system that includes the electrical service cabinet, modifying existing systems, or both, as described above and as shown in the Plans, and herein specified, including excavation, backfilling, concrete foundations, 3/4-inch schedule 80 conduit for electrical service cabinet, wiring, restoring facilities destroyed or damaged during construction, and for making all required tests. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical system, shall be included in the lump sum Contract price. Wherever illumination and wiring are in a common conduit with RRFB conduit, the work for pulling wiring is paid separately to those bid items. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-148 March 2020 Contract Documents Division 8 The unit Contract price per each for “Install RRFB Assembly, Complete”, shall be full pay for the furnishing, installing, and construction of complete systems that includes electrical, as described above and as shown in the Plans, and herein specified, including excavation, backfilling, concrete foundations, poles, wiring, push buttons, restoring facilities destroyed or damaged during construction, and for making all required tests. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical system, shall be included in the unit Contract price. RRFB signage is paid under other bid items. Wherever illumination and wiring are in a common conduit with RRFB conduit, the work for pulling wiring is paid separately to those bid items. The unit Contract price per each for “Install Flashing Beacon Assembly, Complete”, shall be full pay for the furnishing, installing, and construction of complete systems that includes solar panels, as described above and as shown in the Plans, and herein specified, including excavation, backfilling, concrete foundations, restoring facilities destroyed or damaged during construction, and for making all required tests. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the system, shall be included in the unit Contract price. Flashing Beacon signage is paid under other bid items The unit Contract price per each for “Type 1 J-Box”, and “Type 2 J-Box”, shall be full pay for the furnishing, installing, and construction of materials, as described above and as shown in the Plans and details for Junction Box Detail 7010, and herein specified, including excavation, backfilling, and restoring facilities destroyed or damaged during construction. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the Construction, shall be included in the unit Contract price. All costs for installing junction boxes containing both Illumination and RRFB wiring shall be included in the Contract prices for the Illumination and RRFB. The unit Contract price per linear foot for “Conduit Pipe 1 In. Diam. (Schedule 80)”, “Conduit Pipe 1-1/2 In. Diam. (Schedule 80)”, “Conduit Pipe 2 In. Diam. (Schedule 80)”, “Conduit Pipe 1-1/2 In. Diam. (Schedule 40)”, and “Conduit Pipe 2 In. Diam. (Schedule 40)”, shall be full pay for furnishing all pipe, pipe connections, elbows, bends, caps, reducers, conduits, unions, junction boxes, and fittings; for placing the pipe in accordance with the above provisions, including all excavation, jacking, or drilling required, backfilling of any voids around casing, conduits, pits, or trenches; restoration of native vegetation disturbed by the operation, chipping of pavement, and bedding of the pipe; and all other Work necessary for the construction of the conduit, except that when conduit is included on any project as an integral part of the electrical service cabinet and the conduit is not shown as a pay item, it shall be included in the unit price for the system shown. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-149 March 2020 Contract Documents Division 8 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements Section 8-21.3 is supplemented with the following: Signs shall be manufactured and installed in accordance with the current edition of the Washington State Sign Fabrication Manual of the Department of Transportation, and the Manual on Uniform Traffic Control Devices, and all provisions of Section 9-28 (Signing Materials and Fabrication). Code numbers on the Plans are in reference to the Washington State Sign Fabrication manual, unless noted as MUTCD sign code as noted on the Plans and Details. Signs located in sidewalks or paved areas only shall be installed with Sono tubes. Relocated signs shall be installed on new posts unless otherwise specified. Postholes shall allow placement of backfill around the post. 8-21.3(4) Sign Removal Section 8-21.3(4) is supplemented with the following: As noted on the Plans signs and posts shall be removed salvaged and delivered to the City of Bremerton Public Works. 8-21.4 Measurement Section 8-21.4 is supplemented with the following: “Remove Traffic Sign”, and “Traffic Sign”, will be measured by each sign removed or installed. “Relocate Traffic Sign”, shall be measured per each unit of work completed and accepted. 8-21.5 Payment Section 8-21.5 is supplemented with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Remove Traffic Sign”, per each. The unit Contract price for “Remove Traffic Sign” shall be full pay for Work associated with the removing, salvaging, delivering, repairing, or disposing existing mounting location. “Traffic Sign”, per each. The unit Contract price for “Traffic Sign”, shall be full pay for supplying and installing the sign, foundation, and mounting hardware according to the Contract Plans and these Specifications. “Relocate Traffic Sign”, per each. The unit Contract price for “Relocate Traffic Sign” shall he full pay for Work associated with removing, supplying, installing sign, foundation, and mounting hardware according to the Contract Plans. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-150 March 2020 Contract Documents Division 8 8-22 PAVEMENT MARKING 8-22.2 Materials Section 8-22.2 is supplemented with the following: All plastic pavement markings shall be Type A – liquid hot applied thermoplastic meeting the requirements of Section 9-34.3(1). 8-22.4 Measurement Section 8-22.4 is supplemented with the following: “Raised School Crosswalk Symbol”, shall be measured per each. “Remove Crosswalk Line”, shall be measured per lump sum. 8-22.5 Payment Section 8-22.5 is supplemented with the following: “Raised School Crosswalk Symbol”, per each. “Remove Crosswalk Line”, per lump sum. Add the following new sections and subsections: 8-30 ALUMINUM GUARDRAIL NEW SECTION 8-30.1 Description The work shall consist of furnishing and installing the aluminum handrail as shown in the Plans. 8-30.2 Materials All materials shall comply with the aluminum handrail notes shown on the Plans. 8-30.3 Construction Requirements Aluminum guardrail shall be designed by a Professional Engineer licensed in the State of Washington. The Contractor shall submit two sets of design calculations to the Engineer and two sets of shop drawings for the Engineer’s approval. The Contractor shall affirm with the design calculations submitted with the shop drawings that the wall design conforms to the specified design criteria. The design calculations shall include, but not be limited to, the requirements of the International Building Code and Bremerton Municipal code (as applicable). All design calculations and shop drawings shall be stamped and signed by a Professional Engineer. All installation work shall be accomplished in accordance with the manufacturer’s instructions. Contractor shall provide a copy of the instructions to the Engineer for approval 5 days prior to the preconstruction conference City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-151 March 2020 Contract Documents Division 8 8-30.4 Measurement Aluminum Handrail shall be measured per linear foot installed. 8-30.5 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: “Aluminum Guardrail”, per linear foot. The unit Contract price for “Aluminum Handrail” shall be full compensation for furnishing and installing the handrail complete including design and shop drawings. 8-31 RELOCATE MAILBOX NEW SECTION 8-31.1 Description This work shall consist of providing temporary mailboxes and relocating residential mailboxes as directed by the Engineer. 8-31.2 Materials Permanent mailbox posts and foundations shall be as shown in the Plans. Temporary mailboxes may consist of the original mailbox and post set into a sand filled 5-gallon bucket or similar. 8-31.4 Measurement Relocate Mailbox shall be measured per each. Temporary Mailbox shall be measured per each. 8-31.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items that are included on the Proposal: “Relocate Mailbox”, per each. The unit Contract price for “Relocate Mailbox” shall include costs for posts and concrete footings, in place complete. “Temporary Mailbox”, per each. The unit Contract price for “Temporary Mailbox” shall include all costs for disposal. END OF DIVISION 8 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-152 March 2020 Contract Documents Division 8 This Page Intentionally Left Blank City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-153 March 2020 Contract Documents Division 9 DIVISION 9 MATERIALS 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil Section 9-14.2 is supplemented with the following: All soil shall be protected from all sources of additional moisture at the supplier, in covered conveyance, and at the project site until incorporated into the work. Soil placement and compaction will not be allowed when the ground is frozen or excessively wet, or when the weather is too wet as determined by the Engineer. 9-14.2(1) Topsoil Type A Section 9-14.2(1) is supplemented with the following: Topsoil Type 1 shall consist of 2/3 sandy loam and 1/3 fine compost meeting the requirements of Section 9-14.5(8). 1. Sandy loam or loamy sand shall consist 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 form a cast that will not only hold its shape when the pressure is released, but shall withstand careful handling without breaking. 2. The mixed soil shall meet the following gradation: Screen Size Percent Passing 3/8 inch 100 #4 90 – 100 #10 70 – 85 #30 55 – 70 #100 25 – 35 #200 20 max. 3. Mixed soil shall have a pH from 5.0 to 7.0 with dolomitic limestone added as necessary to attain this range. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL Section 9-29 is supplemented with the following: General All bolts, nuts, washers, and other fasteners shall be stainless steel unless specified otherwise herein. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-154 March 2020 Contract Documents Division 9 Where applicable, all materials, equipment, and installation procedures shall conform to the current requirements and standards of the Washington State Department of Labor and Industries. 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes Section 9-29.2 is supplemented with the following: Junction Boxes Junction boxes shall be concrete and shall be Type 1, or 2 as noted on the Plans. All junction boxes shall have locking lids. Type 1 and 2 junction boxes shall conform to WSDOT Standard Plan J-40.10-03. All lids and frames shall be hot-dip galvanized. All junction boxes placed in the sidewalk area shall have non-slip surfaces on the frames and lids which meet the requirements of Americans with Disabilities Act (ADA) and Public Right-of-Way Accessibility Guidelines (PROWAG). 9-29.5 Vacant Section 9-29.5, including title, is replaced with the following: 9-29.5 Rectangular Rapid Flashing Beacons (RRFB) Assembly and Flashing Beacon Assembly Section 9-29.5 is replaced with the following: 9-29.5 RRFB Assembly The RRFB shall meet or exceed the following specifications: 120VAC PEDESTRIAN CROSSING SYSTEM RECTANGULAR RAPID FLASHING BEACON (RRFB) Two-way Street WIRELESS (No Median) General: The intent of the following specification is provide a complete, A/C powered, Rectangular Rapid Flashing Beacon (RRFB) system utilizing wireless, spread spectrum radio activation and communication. The RRFB system shall be designed to operate twenty-four (24) hours per day, seven (7) days per week with the beacons flashing for an average of three hundred (300) cycles per day at twenty (20) seconds per activation. The RRFB system shall be compatible with and activated by a pedestrian pushbutton. Description: This specification describes the minimum acceptable performance and system design for a pedestrian crossing system. The system will be wired between all components. The system will be activated on demand by a pedestrian using a pedestrian push button. The system will operate between dawn and dusk without dimming. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-155 March 2020 Contract Documents Division 9 1. Requirements The RRFB System shall be in conformance and exceed the minimum specifications as set forth in the FHWA Memorandum IA-11, Interim Approval for Optional Use of Rectangular Rapid Flashing Beacons and subsequent FHWA Official Interpretations (clarifications). The following design and operational requirements shall apply and shall take precedence over any conflicting provisions of the MUTCD for the approach on which RRFBs are used. Each RRFB installation location shall be a complete assembly including: System Enclosure, Controller, Radio, Light Bar assembly, Signage, Pedestrian Pushbutton and Mount, Pole and Base. Each RRFB assembly shall consist of two (2) LED Light Bars mounted back to back for bi- directional traffic. Each RRFB LED Light Bar shall consist of two (2) rapidly and alternately flashing rectangular- shaped yellow indications and one (1) pedestrian verification (telltale) rectangular-shaped a yellow indication, each having an LED-array pulsing-based light source and shall be designed, located and operated in accordance with the detailed requirements specified on the project plans. Components shall be field-replaceable independently of other components and equipped with manufacturer-approved connectors. The RRFB shall be normally dark, shall initiate operation only upon pedestrian actuation, and shall cease operation at a predetermined time after the pedestrian actuation. The duration of a predetermined period of operation of the RRFBs following each actuation should be based on the MUTCD procedures for timing of pedestrian clearance times for pedestrian signals. The duration of the activation duration shall be variable from five (5) seconds to sixty (60) minutes, in various increments of seconds and minutes. All RRFBs associated with a given crosswalk (including those with an advance crossing sign, if used) shall, when activated, simultaneously commence operation of their alternating rapid flashing indications and shall cease operation simultaneously. When activated, the two yellow indications in each RRFB shall flash in a rapidly alternating “wig-wag” flashing sequence (left light on, then right light on). As a specific exception to 2003 MUTCD Section 4K.01 requirements for the flash rate of beacons, RRFBs shall use a much faster flash rate. Each of the two yellow indications of an RRFB shall have 70 to 80 periods of flashing per minute and shall have alternating but approximately equal periods of rapid pulsing light emissions and dark operation. During each of its 70 to 80 flashing periods per minute, one of the yellow indications shall emit two rapid pulses of light and the other yellow indication shall emit four rapid pulses of light. The flash rate of each individual yellow indication, as applied over the full on-off sequence of a flashing period of the indication, shall not be between 5 and 30 flashes per second, to avoid frequencies that might cause seizures. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-156 March 2020 Contract Documents Division 9 The light intensity of the yellow indications shall meet the minimum specifications of Society of Automotive Engineers (SAE) standard J595 (Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles) dated January 2005. The outside edges of the RRFB indications, including any LED Light Bar housing, shall not project beyond the outside edges of the warning sign. As a specific exception to 2003 MUTCD Section 4K.01 guidance, the RRFB shall be located between the bottom of the crossing warning sign and the top of the supplemental downward diagonal arrow plaque (or, in the case of a supplemental advance sign, the AHEAD plaque), rather than 12 inches above or below the sign assembly. Each RRFB Installation location shall function on 120 V AC. Autonomy with fully charged batteries shall be up to twenty four (24) days based upon stated activations and cycle duration, without re-charging. Operating temperature ranges from -40 degrees F to +165 degrees F (-40 degrees C to +74 degrees C). 2. RRFB LED Light Bar The RRFB Light Bar shall be manufactured of .10 thick 6061-T6 powder coated aluminum with stainless steel fasteners. Nominal LED Light Bar dimensions shall be: 3-3/4”H x 27-3/8”W x 5”D. Each LED Light Bar shall consist of two vehicle-facing and one pedestrian verification rectangular-shaped yellow indications, each with an LED-array based light source. Each vehicle-facing RRFB indication shall be approximately 3”H x 7” wide. The light intensity of the yellow indications shall meet the minimum specifications of Society of Automotive Engineers (SAE) standard J595, Class 1 luminosity; (Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles) dated January 2005. Each vehicle-facing LED shall be yellow in color and pivot independent of the Light Bar up to twenty (20) degrees horizontally. Each Light bar shall be capable of horizontal rotation. The pedestrian verification rectangular shaped yellow indication, with an LED-array based light source shall be approximately 1”H x 2”W and shall be side mounted in the LED Light Bar directed at and visible to pedestrians as a visual confirmation that the RRFB is in operation. The LEDs shall be rated for a minimum life span of one hundred thousand (100,000) hours of operation, or eleven (11) years based upon stated activations and cycle duration. All wires used within beacon systems shall conform to UL 1015 MTW/AWM, 600 Volt 105°C or UL 1032 MTW/AWM, 1,000 Volt 105°C, which is equivalent to MIL-W-16878D, Type D. All LED connectors within beacons shall be conform to Ingress Protection, IP-67 rating, dust- proof, and protected from temporary immersion in water up to 1 meter deep for 30 minutes. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-157 March 2020 Contract Documents Division 9 The LED Light Bar indications shall be aligned horizontally, with the longer dimension horizontal and with a space between the indications of approximately 11”, measured from inside edge of one indication to inside edge of the other indication. Mounting hardware shall be jaw clamps with bolts, or optional side-mount brackets. All components are CSA and ETL certified. 3. Controller Enclosure The Controller components shall be enclosed in a locking, NEMA 4X-rated, brushed aluminum cabinet. Nominal enclosure dimensions shall be: 12”H x 12”W x 4”D. The Controller Enclosure shall be self-contained inclusive of AC-DC converter brick, controller, antenna and wireless radio. The Controller Enclosure weight shall not exceed ten (10) pounds. The Controller Enclosure can be mounted to any pole size with banding or bracketing. All wires used within beacon systems shall conform to UL 1015 MTW/AWM, 600 Volt 105°C or UL 1032 MTW/AWM, 1,000 Volt 105°C, which is equivalent to MIL-W-16878D, Type D. All LED connectors within beacons shall conform to Ingress Protection, IP-67rating, dust- proof, and protected from temporary immersion in water up to 1 meter deep for 30 minutes. All components shall be field-replaceable in the event of a failure. 4. Controller The Controller shall be housed in the Controller Enclosure. Controller input voltage shall be 12 V DC, output voltage shall be 9-20 V DC, which is convertible to AC power via supplied AC-DC converter brick. The Controller shall be capable of activating Pedestrian-Activated Round Beacons, RRFBs and LED Signage. The Controller shall feature an auto-brightness function which allows for six (6) stages of output for changing light conditions during nighttime operation and provides for visual notification of sub-optimal operation through an alteration in flash pattern. Auto-brightness function can be disabled during manufacture to prevent dimming. The Controller shall be reprogrammable if future MUTCD, FHWA or State required flash patterns change. The Controller shall be field-replaceable in the event of a failure. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-158 March 2020 Contract Documents Division 9 5. Wireless Communication Communication between the beacons shall be via frequency hopping, ISM spread spectrum radio, 902-928MHz, with a standard communication range between RRFB systems of one thousand (1,000) yards (3,000 feet, or 914.4m) under optimal conditions. Radios shall be FCC approved. Radios shall operate from 2.6 VDC to 3.58 VDC. Radios shall provide wireless communication between RRFB systems when the pushbutton is activated. The communication network shall provide eight (8) unique addresses to avoid interference between multiple RRFB system locations. The radio is to be an integral component within the controller, which shall be field-replaceable in the event of a failure. Operating temperature ranges from -40 degrees F to +140 degrees F (-40 degrees C to +60 degrees C). Radio is CSA and ETL certified. 6. Pole and Base The pole shall be as shown on the Plans, Details, and Section 9-29.6(1) of these specifications. 7. Sign Two (2) sets of signs shall be mounted on each pole. Each set of signs include 1 S1-1 pedestrian sign (36 inches by 36 inches) and 1 W16-7p arrow placard (24 inches by 12 inches). The signs will be high intensity grade as shown in the Plans. Sign mounting hardware for the signs is required. 8. Pedestrian Push Button A pedestrian push button will be mounted on the pole to activate the flashing beacons. The Pedestrian Push Button shall be per Section 9-29.19. 9. Warranty Supplied AC components shall be free of defects in material and workmanship for a period of 25 months from the date of invoice. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-159 March 2020 Contract Documents Division 9 FLASHING BEACON ASSEMBLY The Flashing Beacon Assembly shall be Dual 12-inch, pole top mounting meeting or exceeding the following specifications: System Overview Certification CE and UL certified electrical components Compliance FHWA MUTCD compliant FCC EMC Class A verified Operation Adjustable computer schedule and Mobile device activation Flash patterns MUTCD (0.5 second on, 0.5 second off) or JSF Tech High Visibility Strobe Pattern Variations Synchronized or Wig-Wag (alternating) Operating temperature -40°F to +165°F (-40°C to +74°C) Controller input voltage 12 V DC Solar panel 32-40 W nominal 12 V, CE and TUV certified Battery storage AGM 12 V, 36 Ah, UL certified, field replaceable, Optional cold weather battery upgrade Alternate power AC / Solar hybrid available (hybrid includes “Battery Tender® 800”), AC-Only available Power Management Rated usage 120 mins of activation per day (average) Charged capacity Up to 30 days at rated usage (without charging) Auto brightness 6 stages of brightness for different light conditions and battery levels Customizable Automatic brightness disabled on request Self-monitoring Visual notification of sub-optimal operation LED Module Standard ITE VTCSH-STD 2005 Lens UV stabilized polycarbonate and Abrasion resistant Size 8 inches or 12 inches diameter (200 mm or 300 mm) LED color Amber Additional LEDs Optional tell-tale LED (amber, approx – 1 inch by 2 inches) Optional additional signal head Communication—Inter-Beacon Between beacons ISM spread spectrum radio, 902-928 MHz Range Up to 0.5 miles (800 m) with line of sight Network addresses 8 unique addresses to avoid interference between multiple crosswalk locations Compatibility All SZ family beacons Communication—Primary Beacons (-P) Incoming commands Cell phone communication (requires 2G cellular coverage) or via direct connection A primary beacon receives preset schedules from the manufacturers website scheduler and receives instant activation messages from authorized cell phone users City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-160 March 2020 Contract Documents Division 9 Communication—Secondary Beacons (-S) Incoming commands Relies on the primary beacon’s commands A secondary beacon relies on its primary beacon for all activation commands Physical Design Configuration Fully self-contained Color Yellow Solar engine 6061-T6 powder coated aluminum Signal housing Polycarbonate Weight Approx — 66–72 lbs. (30–33 kg) Available mounting for Round pole: 3.5 inches, 4.5 inches Square post: 4 inches, 6 inches, 4 inches by 6 inches Mid-pole side mount. 9-29.6 Light and Signal Standards 9-29.6(1) Steel Light and Signal Standards Section 9-29.6(1) is supplemented with the following: Traffic signal standards shall conform to the WSDOT preapproved plans noted below except that the poles shall be modified as noted at the end of this section. Modifications shall include integral recessed terminal compartments. Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6-03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm connecting bolts instead of lockwashers. All signal arm AASHTO M 164 connecting bolts tightening shall comply with Section 6-03-3(33). Traffic signal standard types and applicable characteristics are as follows: Type FB Type FB Flashing Beacon Assembly standard and RRFB Assembly standard shall conform to Standard Plan J-21.16 or the following pre-approved plan: Fabricator Drawing No. Valmont Ind. Inc. DB00655 Rev. H Sheets 1, 2, and 3 Union Metal Corp. 50200-B58 Rev. R4 Ameron Pole Products Division W3539 Rev. B American Pole Structures, Inc. WS-PP-03 Rev. 1C Northwest Signal Supply, Inc. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 KW Industries 10-200-PED-1 Rev. 5, Sheets 1 and 2 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-161 March 2020 Contract Documents Division 9 In addition, poles shall meet the following requirements: 1. Poles and arms shall be round or octagonal in cross section; the size of the arm where it connects to the pole shall not be larger than the pole size at that height. The largest gauge pole thickness shall be used such that the pole diameter shall be a minimum. 2. The handhole shall be within 18 inches of the base. Foundations for various types of standards shall be as noted on the Plans. 9-29.10 Luminaires Section 9-29.10 is supplemented with the following: Luminaires shall be the Navion roadway LED Luminaire with 3 light squares meeting the following specifications: SPECIFICATION FEATURES Construction Heavy-duty cast aluminum housing and door with extruded aluminum heat sink. Tool-less entry, hinged removable power tray door for easy maintenance. 3G vibration rated. Optics High-Efficiency AccuLED Optics Standard 4000K (+/- 275K) CCT and minimum 70 CRI. Electrical • LED drivers mounted to the removable die-cast aluminum door. 120-277V 50/60Hz. 10kV UL 1449 surge protection standard. • Thermal management. • Ambient operating temperature from -40°C to 40°C • Standard three-position tunnel type compression terminal block. • Light squares IP66 enclosure rated. Standard 1A drive current Mounting Four-bolt/two-bracket slipfitter with cast-in pipe stop and 2.5° leveling steps. Fixed-in-place bird guard seals around 1-1/4-inch or 2-inch mounting arms. Finish Housing and cast parts finished in five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink anodized aluminum. Color AP Grey (Standard) City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-162 March 2020 Contract Documents Division 9 Optical Distributions T3 (Type III) CONTROL OPTIONS 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (4 and 4N7) Photocontrol receptacles (4 and 4N7) control systems compatible with NEMA 7-pin standards can be utilized with the 4N7 receptacle. Dimming Occupancy Sensor (MS/DIM-LXX, MS/X-LXX and MS-LXX) Surge Protection 10k Cooper 10kV Surge Module (Standard) Options 4N7=NEMA 7-PIN Twistlock Photocontrol Receptacle 9-29.19 Pedestrian Push Buttons Section 9-29.19 is supplemented with the following: Pedestrian push buttons shall be compatible with the RRFB system, Guardian Accessible Pedestrian Signal (APS) manufactured by Campbell Company and meeting all Federal and ADA requirements. The units shall be yellow. The sign shall be an R10-25. The unit shall include all accessories necessary for proper functioning meeting the specifications: 1. System Operational Requirements: I. Shall meet the intent of the functionality identified and defined in “Manual on Uniform Traffic Control Devices” Section 4E part 8-13 Federal Highway Administration 2009 http://mutcd.fhwa.dot.gov/htm/2009/part4/part4e.htm II. Shall meet The United States Access Board’s “REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY” CHAPTER R3: TECHNICAL PROVISIONS SUB SECTION: R306 DATED: NOVEMBER 23, 2005 http://www.access-board.gov/prowac/draft.htm#Text III. Shall be independent of a central control with a Pedestrian Display to Pedestrian Station ratio of 1:1. IV. Shall have confirmation indications at momentary (< 1 second) button activation (Press) via latching LED, sound or verbal “wait”, and optional Vibrotactile bounce. V. Shall provide a verbal location information message with an extended (>1 second) button activation (Press). (“Wait to cross “Street Name” at “cross Street Name”.) VI. Shall have a standard locating tone during pedestrian clearance phase (with options of countdown and beaconing). City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-163 March 2020 Contract Documents Division 9 VII. Shall provide a verbal walk indication with installations where there is less than ten feet of separation between stations and a rapid percussive tone where there is greater than ten feet of separation between stations. VIII. Shall have a Vibrotactile indication that has adjustable intensity via USB interface, at the push button during the WALK cycle. IX. Shall support a variety of voice messages, languages, tones, and sounds downloadable from indications database via USB interface. X. Shall have all sounds adjust automatically to ambient noise levels over a 60dB range. i. Shall have a maximum volume of 100dBA. XI. Shall have min and max levels independently set for locator and non-locator indications. XII. Shall provide EPAPS (Extended Press Accessible Pedestrian Signals Only) functionality. XIII. Shall have fail safe operations leading to constant call and play an error message in a fault condition. XIV. Shall have fail safe operation that reverts to standard push button operation placing a call. XV. Shall have time of day functionality providing different operating characteristics for identified time of day. XVI. Shall have downloadable pedestrian data utility. 2. Mechanical Requirements of the Push Button Station: I. Shall meet The United States Access Board’s “REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY” CHAPTER R3: TECHNICAL PROVISIONS SUB SECTION: R306 DATED: NOVEMBER 23, 2005 http://www.access-board.gov/prowac/draft.htm#Text II. Shall have a housing of machined aluminum with full gasket matching surfaces. III. Shall have forward facing speaker. IV. Shall have removable inserts for sound directionality control. V. Shall have a raised tactile arrow on the push button. VI. Shall have a solid-state switch rated at > 100 by 106 operations. VII. Shall have a #6 Barrier Terminal connection on station allowing pedestrian station to connect to existing wiring. VIII. Shall have a cover plate for the Barrier Terminal connections bay. IX. Shall be capable of displaying a 5 by 7-3/4-inch sign directly affixed onto the station using mounting screws, without the use of an adapter plate or sign bracket. X. Shall be capable of displaying a 5 by 9 inches, 9 by 12 inches, and 9 by 15-inches sign with the use of an adapter plate and mounting screws. XI. Base Station shall have the capability to accept EDPM mounting buttons to conform to all size of poles and flat surfaces. XII. Shall have the ability to be programmed while only connected to a USB power source on a device capable of running the software utility. 3. Environmental Requirements for the Push Button Station: I. Shall be fully operational between temperatures of -34°C to +74°C. II. Shall have a weatherproof speaker. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-164 March 2020 Contract Documents Division 9 4. Signal Power Interface (SPI): I. Shall have a Signal Power Interface (SPI) installed in the RRFB Controller Enclosure. II. SPI shall interface with RRFB controller per manufacturers requirements. III. SPI shall interface with Pedestrian station via a 6 wire conductor. IV. SPI shall have a 6 position; #8 Barrier Terminal connector for the 6 conductor cable to be pulled to the pedestrian station. V. Signal Power Interface (SPI) shall operate properly over power sources ranging from 85 Vac to 220 Vac. 5. Environmental Requirements for the Signal Power Interface: I. Shall be fully operational between -34 degrees C to +74 degrees C. II. Shall be fully enclosed in a weatherproof enclosure. 6. Programming and Configuration: I. The Accessible Pedestrian Signal will be configured at the factory for true “Plug and Play” operations. II. Shall have a configuration utility capable of creating reusable templates, flashing software, uploading audio files, and configuring stations. III. Configuration utility shall provide full display readout with integrated hover help menus. IV. The Accessible Pedestrian Signal will be field upgradeable via USB type B connections with free publicly available firmware operating on Windows 7 and newer revisions. V. The Accessible Pedestrian Signal will allow any audible indication in a .wav mono format to be uploaded via USB type B connections with free publicly available firmware operating on Windows 7 and newer revisions. 7. Warranty: I. APS devices shall have a 3-year warranty. 9-30 WATER DISTRIBUTION MATERIALS 9-30.3 Valves 9-30.3(4) Valve Boxes Section 9-30.3(4) is supplemented with the following: All valve boxes shall be two-piece cast iron, and equipped with a suitable extension for a 36-inch to 65-inch trench depth. Top sections and lids will be designed for installation in vehicular areas. Lids will be labeled “WATER”, and lid tabs will point in the direction of the water main. All valves and valve boxes will be set plumb with the valve box centered on the valve. Valve box installation shall comply with the details shown in the Plans for paved area locations and unpaved area locations. Cast iron valve boxes shall be Olympic Foundry or approved equivalent. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-165 March 2020 Contract Documents Division 9 9-30.5 Hydrants Section 9-30.5 is replaced in its entirety with the following: Fire hydrants shall conform to AWWA Standard 502-80 for post-type, dry-barrel self-draining hydrants suitable for at least 84-inch depth. Hydrant extensions shall be furnished and installed as necessary. Fire hydrants shall be Mueller Centurion, M&H 929 or approved equal. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is supplemented with the following: All ports shall have National Standard Threads or other connection devices consistent with local fire protection authority requirements. All valves and caps shall open counterclockwise and have a 12-inch flat point pentagon operation and cap nuts. Hydrants shall be breakaway traffic models. The configuration of the fire hydrant assembly shall be as shown in the Plans. The assembly shall have a cast iron tee (with mechanical joint connections to the main) a flanged tee, a flanged gate valve with valve box, a 6-inch ductile iron pipe extension and shackle rods to connect the hydrant to the auxiliary valve at the main. The shackle rods shall be 3/4-inch-diameter steel rods of suitable length. 9-30.5(6) Guard Posts Section 9-30.5(6) is replace in its entirety with the following: Hydrant Guard Posts shall be 6-inch-diameter concrete filled ductile iron pipe, Class 52, 6 feet long. Pipe shall be painted with two coats of Rust-Oleum high-gloss yellow paint. 9-30.6 Water Service Connections (2 Inches and Smaller) 9-30.6(2) Corporation Stops Section 9-30.6(2) is replaced in its entirety with the following: For polyethylene pipe, the corporation stop shall be with AWWA tapered thread (cc) inlet by compression joint outlet. All joints with plastic pipe shall be made utilizing stainless steel inserts along with couplings and adapters. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-166 March 2020 Contract Documents Division 9 9-30.6(3) Service Pipes 9-30.6(3)B Polyethylene Tubing Section 9-30.6(3)B is supplemented with the following: Service lines shall be black Himol Class 200 polypipe, copper tube sized, Driscol Pipe. The tubing shall be coupled using compression fittings, conforming to the requirements of AWWA C800, minimum 150 psi working pressure. Ford Grip Joint fittings are not acceptable. END OF DIVISION 9 Appendices (January 2, 2012) The following appendices are attached and made a part of this Contract: *** A – C *** APPENDIX A: Prevailing Wage Rates, Pages 1 through 49, 1 through 11, and 1 through 14, Pages A-1 through A-76. APPENDIX B: Construction Forms, Pages B-1 through B-8. APPENDIX C: Geotechnical Report, Pages C-1 through Page C-58. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-167 March 2020 Contract Documents Division 9 (February 5, 2020 WSDOT GSP) STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 16-048, effective September 3, 2019 is made a part of this contract. The Standard Plans are revised as follows: A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.1 B-10.60 DELETED B-82.20 DELETED B-90.40 Valve Detail – DELETED C-1 Delete Note 1. Revise Note 2 to read “Remove all rail washers, also called “Snow Load Rail Washers”, when encountered during raising beam guardrail work and the guardrail raising work requires removal of the rail. Re-number all notes. C-4b DELETED C-4e DELETED C-8a Delete “Section A-A, Type 4 Detail C-20.11 Delete Notes 1 & 2. Re-Number all notes. Delete “ Snow Load Post Washer” and “Snow Load Rail Washer” details. C-20.19 DELETED City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-168 March 2020 Contract Documents Division 9 C-22.14 DELETED C-22.16 Note 3, formula, was: “Elevation G = (Elevation S – D x (0.1) + 31” is revised to read: “Elevation G = (Elevation S – D x (0.1) + 31/12” C-22.45 For the SOFTSTOP (TL-2) elevation view detail, the callout “SOFTSTOP (TL-2) SYSTEM LENGTH = 38’ – 4 1/2"” is revised to read “SOFTSTOP (TL-2) SYSTEM LENGTH = 38’ – 3 1/2"”. C-40.14 DELETED C-60.10 Sheet 1, Side Elevation: The bottom set of ① - #4 horizontal rebar (2x) located at the base of the barrier is repositioned to be aligned with the bottom of ② - #4 stirrup bars to match the bar positioning shown on Sheet 1, Section A. Sheet 1, Reinforcing Steel Bending Diagram, ③ - Pin Slot Bar detail: Add the following callout to the detail, “HOT DIP GALVANIZE AFTER FABRICATION (ASTM A123 OR AASHTO M 111)”. Sheet 2, ANCHORING PIN ASSEMBLY DETAIL: The first line of the description under the title was “1 1/2” DIAMETER (ASTM A36), COLD ROLL” is now changed to “1 1/2” DIAMETER (ASTM A36), HOT ROLL”. C-70.10 Sheet 1, Note 1 was - “1. PERMANENT INSTALLATION requirements: Embed barrier 3” (in) minimum; …” is revised to read: “1. Installation requirements: Embed barrier 3” (in) minimum in asphalt or concrete; embed barrier 10” (in) minimum in soil; …” Sheet 1, existing Notes 2 and 4 are deleted. Existing Note 3 is renumbered to Note 2. Sheet 1, add new Note 3, “3. See Sheet 2 for barrier with a 2’-10” reveal installed in asphalt or concrete. See Sheet 3 for barrier with a 3’-6” reveal installed in asphalt or concrete.” Sheet 1, Elevation: The dimension from the barrier end to the barrier lifting slot was “3’ – 4” (TYP)” is now changed to “4’ – 8” (TYP)”, and the barrier lifting slot dimension was “5’ – 0” (TYP)” is now changed to “3’ – 0” (TYP)”. Sheet 2, the detail titled “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 5” (IN) MAX. GRADE SEPARATION” has the following changes: 1. The detail title is changed to “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 4” (IN) MAX. GRADE SEPARATION”. 2. The callout “GRADE SEPARATION--5” MAX.” is changed to “GRADE SEPARATION--4” MAX.” City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-169 March 2020 Contract Documents Division 9 C-75.10 Note 2 is deleted. Renumber subsequent notes. C-75.20 Note 2 is deleted. Renumber subsequent notes. C-75.30 Note 2 is deleted. Renumber subsequent notes. C-85.11 Add new Note 3 “3. The intended use of this plan is for placing concrete barrier in front of bridge piers on bridge retrofit projects only. Contact the HQ Bridge traffic barrier specialist before using this barrier placement plan for projects involving new or reconstructed bridges.” C-85.14 DELETED C-90.10 DELETED D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.30 Wall Type 5 may be used in all cases. D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-170 March 2020 Contract Documents Division 9 D-15.10 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.20 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. F-10.12 Section Title, was – “Depressed Curb Section” is revised to read: “Depressed Curb and Gutter Section” F-10.40 “EXTRUDED CURB AT CUT SLOPE”, Section detail - Deleted F-10.42 DELETE – “Extruded Curb at Cut Slope” View G-25.10 Key Note 3, second sentence, was – “For single-post installations, divide the (#2w/diamond shape symbol) post MAX. XYZ in half.” Is revised to read: “For single-post installations, divide the two-post MAX. XYZ in half.” G-60.10 DELETED G-60.20 DELETED G-60.30 DELETED G-70.10 DELETED G-70.20 DELETED H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan I-70.10 is revised to H-70.10 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-171 March 2020 Contract Documents Division 9 J-10.21 Note 18, was – “When service cabinet is installed within right of way fence, see Standard Plan J-10.22 for details.” Is revised to read; “When service cabinet is installed within right of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan J-10.22 for details.” J-10.22 Key Note 1, was – “Meter base per serving utility requirements~ as a minimum, the meter base shall be safety socket box with factory-installed test bypass facility that meets the requirements of EUSERC drawing 305.” Is revised to read; “Meter base per serving utility requirements~ as a minimum, the meter base shall be safety socket box with factory-installed test bypass facility that meets the requirements of EUSERC drawing 305. When the utility requires meter base to be mounted on the side or back of the service cabinet, the meter base enclosure shall be fabricated from type 304 stainless steel.” Key Note 4, “Test with (SPDT Snap Action, Positive close 15 Amp – 120/277 volt “T” rated). Is revised to read: “Test Switch (SPDT snap action, positive close 15 amp – 120/277 volt “T” rated).” Key Note 14, was – “Hinged dead front with ¼ turn fasteners or slide latch.” Is revised to read; “Hinged dead front with ¼ turn fasteners or slide latch. ~ Dead front panel bolts shall not extend into the vertical limits of the breaker array(s).” Key Note 15, was – “Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See Cabinet Main bonding Jumper detail, Standard Plan J-3b.“ is revised to read; “Cabinet Main Bonding Jumper Assembly ~ Buss shall be 4 lug tinned copper ~ See Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details.” Note 1, was – “…socket box mounting detail, see Standard Plan J-3b.” is revised to read to read: “…socket box mounting detail, see Standard Plan J-10.20.” Note 6, was – “…See door hinge detail, Standard Plan J-3b.” is revised to read: “…See door hinge detail, Standard Plan J-10.20.” J-20.26 Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.” J-20.16 View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21.10 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER ASSEMBLY” Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-172 March 2020 Contract Documents Division 9 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 1)” Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” J-21.15 Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. J-21.16 Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. J-28.24 Case E and Case F Section View dimension callout, “3’ – 0” MIN. FOR BEAM GUARDRAIL, 4’ – 0” MIN. FOR CONC. BARRIER TYPE 2” is revised to read, “5’ – 0” MIN. FOR BEAM GUARDRAIL, 8’ – 0” MIN. FOR UNANCHORED TYPE F CONC. BARRIER, 4’ – 0” MIN. FOR ANCHORED TYPE F CONC. BARRIER”. J-40.10 Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER” J-75.20 Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware.” J-81.10 Power Distribution Block Diagram, lower left corner, Sheet 1 of 3; Switch Pack 2; circuit 623 (T4-5) [middle ckt] is revised to read; circuit 622 (T4-5). K-80.10 SIGN INSTALLATION (BEHIND TRAFFIC BARRIER) detail dimension callout, “3’ MIN.” is revised to read, “5’ MIN.”. City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-173 March 2020 Contract Documents Division 9 K-80.30 DELETED K-80.35 Add New Note 1 – “1. The intended use of this plan is for the temporary installation of Type 2 concrete barrier (See Standard Plan C-8) on cement concrete pavement, bridge decks, or hot mix asphalt pavement, and Type F concrete barrier on cement concrete pavement or bridge decks. Re-number all notes. The TYPE 1 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-SHAPE) (STD. PLAN K-80.30) ON CEMENT CONC. PAVEMENT OR BRIDGE DECK” is revised to read, “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE F (STD. PLAN C-60.10) OR PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) ON CEMENT CONC. PAVEMENT OR BRIDGE DECK.” The TYPE 3 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-SHAPE) (STD. PLAN K-80.30) ON HOT MIX ASPHALT PAVEMENT” is revised to read, “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) ON HOT MIX ASPHALT PAVEMENT.” K-80.37 Revise Note 1 to read:“1. The intended use of this plan is for the temporary installation of Type F NARROW BASE concrete barrier (See Standard Plan C-60.10) or Type 4 (Type 2 Narrow Base – See Std. Plan C-8a) Concrete Barrier on cement concrete pavement, bridge decks.” Replace all callouts stating “NARROW BASE, ALTERNATIVE TEMPORARY CONCRETE BARRIER SEGMENT” with “Type F NARROW BASE or Type 4 (Type 2 Narrow Base) concrete barrier segment.” M-3.50 Double-Left Turn Channelization (with Right Turn Pocket) view, dimension, upper left corner, “taper” dimension; callout – was “40’ if Posted Speed is 40 MPH or less 100’ if Posted Speed is more than 40 MPH” is revised to read; “See Contract” M-5.10 Right-Turn Channelization view, dimension, upper right corner, “taper” dimension; callout – was “50’ MIN.” is revised to read; “See Contract” M-12.10 Add Note 5. “Check with Region Traffic Office for RPM and Guidepost placements.” M-24.50 DELETED City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-174 March 2020 Contract Documents Division 9 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00 ............... 8/7/07 A-40.00-00 ............. 8/11/09 A-50.30-00 ........... 11/17/08 A-10.20-00 ............. 10/5/07 A-40.10-04 ............. 7/31/19 A-50.40-00 ........... 11/17/08 A-10.30-00 ............. 10/5/07 A-40.15-00 ............. 8/11/09 A-60.10-03 ........... 12/23/14 A-20.10-00 ............. 8/31/07 A-40.20-04 ............. 1/18/17 A-60.20-03 ........... 12/23/14 A-30.10-00 ............. 11/8/07 A-40.50-02 ........... 12/23/14 A-60.30-01 ............. 6/28/18 A-30.30-01 ............. 6/16/11 A-50.10-00 ........... 11/17/08 A-60.40-00 ............. 8/31/07 A-30.35-00 ........... 10/12/07 A-50.20-01 ............. 9/22/09 B-5.20-02 ............... 1/26/17 B-30.50-03 ............. 2/27/18 B-75.20-02 ............. 2/27/18 B-5.40-02 ............... 1/26/17 B-30.70-04 ............. 2/27/18 B-75.50-01 ............. 6/10/08 B-5.60-02 ............... 1/26/17 B-30.80-01 ............. 2/27/18 B-75.60-00 ............... 6/8/06 B-10.20-02 ............... 3/2/18 B-30.90-02 ............. 1/26/17 B-80.20-00 ............... 6/8/06 B-10.40-01 ............. 1/26/17 B-35.20-00 ............... 6/8/06 B-80.40-00 ............... 6/1/06 B-10.70-00 ............. 1/26/17 B-35.40-00 ............... 6/8/06 B-85.10-01 ............. 6/10/08 B-15.20-01 ............... 2/7/12 B-40.20-00 ............... 6/1/06 B-85.20-00 ............... 6/1/06 B-15.40-01 ............... 2/7/12 B-40.40-02 ............. 1/26/17 B-85.30-00 ............... 6/1/06 B-15.60-02 ............. 1/26/17 B-45.20-01 ............. 7/11/17 B-85.40-00 ............... 6/8/06 B-20.20-02 ............. 3/16/12 B-45.40-01 ............. 7/21/17 B-85.50-01 ............. 6/10/08 B-20.40-04 ............. 2/27/18 B-50.20-00 ............... 6/1/06 B-90.10-00 ............... 6/8/06 B-20.60-03 ............. 3/15/12 B-55.20-02 ............. 2/27/18 B-90.20-00 ............... 6/8/06 B-25.20-02 ............. 2/27/18 B-60.20-01 ............. 6/28/18 B-90.30-00 ............... 6/8/06 B-25.60-02 ............. 2/27/18 B-60.40-01 ............. 2/27/18 B-90.40-01 ............. 1/26/17 B-30.10-03 ............. 2/27/18 B-65.20-01 ............. 4/26/12 B-90.50-00 ............... 6/8/06 B-30.15-00 ............. 2/27/18 B-65.40-00 ............... 6/1/06 B-95.20-01 ............... 2/3/09 B-30.20-04 ............. 2/27/18 B-70.20-00 ............... 6/1/06 B-95.40-01 ............. 6/28/18 B-30.30-03 ............. 2/27/18 B-70.60-01 ............. 1/26/17 B-30.40-03 ............. 2/27/18 C-1 ......................... 6/28/18 C-20.15-02 ............. 6/11/14 C-40.18-03 ............. 7/21/17 C-1a ....................... 7/14/15 C-20.18-03 ............. 8/12/19 C-60.10-00 ............. 8/22/19 C-1b ....................... 8/12/19 C-20.19-03 ............. 8/12/19 C-70.10-01 ............. 6/17/14 C-1d ..................... 10/31/03 C-20.40-07 ............. 8/12/19 C-75.10-01 ............. 6/11/14 C-2c ....................... 8/12/19 C-20.41-02 ............. 8/12/19 C-75.20-01 ............. 6/11/14 C-4f ........................ 8/12/19 C-20.42-05 ............. 7/14/15 C-75.30-01 ............. 6/11/14 C-6a ..................... 10/14/09 C-20.45.02 ............. 8/12/19 C-80.10-01 ............. 6/11/14 C-7 ......................... 6/16/11 C-22.16-06 ............. 7/21/17 C-80.20-01 ............. 6/11/14 C-7a ....................... 6/16/11 C-22.40-07 ............. 8/12/19 C-80.30-01 ............. 6/11/14 C-8 ......................... 2/10/09 C-22.45-04 ............. 8/12/19 C-80.40-01 ............. 6/11/14 C-8a ....................... 7/25/97 C-23.60-04 ............. 7/21/17 C-80.50-00 ............... 4/8/12 C-8b ....................... 2/29/16 C.24.10-02 ............. 8/12/19 C-85.10-00 ............... 4/8/12 C-8e ....................... 2/21/07 C-25.20-06 ............. 7/14/15 C-85.11-00 ............... 4/8/12 C-8f ........................ 6/30/04 C-25.22-05 ............. 7/14/15 C-85.14-01 ............. 6/11/14 C-16a ..................... 7/21/17 C-25.26-04 ............. 8/12/19 C-85.15-01 ............. 6/30/14 C-20.10-05 ............. 8/12/19 C-25.30-00 ............. 6/28/18 C-85.16-01 ............. 6/17/14 C-20.11-00 ............. 7/21/17 C-25.80-05 ............. 8/12/19 C-85-18-01 ............. 6/11/14 C-20.14-04 ............. 8/12/19 C-40.16-02 ............... 7/2/12 C-85.20-01 ............. 6/11/14 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-175 March 2020 Contract Documents Division 9 D-2.04-00 ............. 11/10/05 D-2.48-00 ............. 11/10/05 D-3.17-02 ................. 5/9/16 D-2.06-01 ................. 1/6/09 D-2.64-01 ................. 1/6/09 D-4 ....................... 12/11/98 D-2.08-00 ............. 11/10/05 D-2.66-00 ............. 11/10/05 D-6 ......................... 6/19/98 D-2.14-00 ............. 11/10/05 D-2.68-00 ............. 11/10/05 D-10.10-01 ............. 12/2/08 D-2.16-00 ............. 11/10/05 D-2.80-00 ............. 11/10/05 D-10.15-01 ............. 12/2/08 D-2.18-00 ............. 11/10/05 D-2.82-00 ............. 11/10/05 D-10.20-01 ............... 8/7/19 D-2.20-00 ............. 11/10/05 D-2.84-00 ............. 11/10/05 D-10.25-01 ............... 8/7/19 D-2.32-00 ............. 11/10/05 D-2.86-00 ............. 11/10/05 D-10.30-00 ............... 7/8/08 D-2.34-01 ................. 1/6/09 D-2.88-00 ............. 11/10/05 D-10.35-00 ............... 7/8/08 D-2.36-03 ............... 6/11/14 D-2.92-00 ............. 11/10/05 D-10.40-01 ............. 12/2/08 D-2.42-00 ............. 11/10/05 D-3.09-00 ............... 5/17/12 D-10.45-01 ............. 12/2/08 D-2.44-00 ............. 11/10/05 D-3.10-01 ............... 5/29/13 D-2.60-00 ............. 11/10/05 D-3.11-03 ............... 6/11/14 D-2.62-00 ............. 11/10/05 D-3.15-02 ............... 6/10/13 D-2.46-01 ............... 6/11/14 D-3.16-02 ............... 5/29/13 E-1 ......................... 2/21/07 E-4 ......................... 8/27/03 E-2 ......................... 5/29/98 E-4a ....................... 8/27/03 F-10.12-03 ............. 6/11/14 F-10.62-02 ............. 4/22/14 F-40.15-03 ............. 6/29/16 F-10.16-00 ........... 12/20/06 F-10.64-03 ............. 4/22/14 F-40.16-03 ............. 6/29/16 F-10.18-01 ............. 7/11/17 F-30.10-03 ............. 6/11/14 F-45.10-02 ............. 7/15/16 F-10.40-03 ............. 6/29/16 F-40.12-03 ............. 6/29/16 F-80.10-04 ............. 7/15/16 F-10.42-00 ............. 1/23/07 F-40.14-03 ............. 6/29/16 G-10.10-00 ............. 9/20/07 G-25.10-04 ............. 6/10/13 G-95.10-02 ............. 6/28/18 G-20.10-02 ............. 6/23/15 G-26.10-00 ............. 7/31/19 G-95.20-03 ............. 6/28/18 G-22.10-04 ............. 6/28/18 G-30.10-04 ............. 6/23/15 G-95.30-03 ............. 6/28/18 G-24.10-00 ............. 11/8/07 G-50.10-03 ............. 6/28/18 G-24.20-01 ............... 2/7/12 G-90.10-03 ............. 7/11/17 G-24.30-02 ............. 6/28/18 G-90.11-00 ............. 4/28/16 G-24.40-07 ............. 6/28/18 G-90.20-05 ............. 7/11/17 G-24.50-05 ............... 8/7/19 G-90.30-04 ............. 7/11/17 G-24.60-05 ............. 6/28/18 G-90.40-02 ............. 4/28/16 H-10.10-00 ............... 7/3/08 H-32.10-00 ............. 9/20/07 H-70.10-01 ............... 2/7/12 H-10.15-00 ............... 7/3/08 H-60.10-01 ............... 7/3/08 H-70.20-01 ............. 2/16/12 H-30.10-00 ........... 10/12/07 H-60.20-01 ............... 7/3/08 H-70.30-02 ............... 2/7/12 I-10.10-01 ............... 8/11/09 I-30.20-00 ............... 9/20/07 I-40.20-00 ............... 9/20/07 I-30.10-02 ............... 3/22/13 I-30.30-02 ............... 6/12/19 I-50.20-01 ............... 6/10/13 I-30.15-02 ............... 3/22/13 I-30.40-02 ............... 6/12/19 I-60.10-01 ............... 6/10/13 I-30.16-01 ............... 7/11/19 I-30.60-02 ............... 6/12/19 I-60.20-01 ............... 6/10/13 I-30.17-01 ............... 6/12/19 I-40.10-00 ............... 9/20/07 I-80.10-02 ............... 7/15/16 J-10 ........................ 7/18/97 J-28.40-02 .............. 6/11/14 J-60.13-00 .............. 6/16/10 J-10.10-03 ................ 6/3/15 J-28.42-01 .............. 6/11/14 J-60.14-01 .............. 7/31/19 J-10.15-01 .............. 6/11/14 J-28.43-01 .............. 6/28/18 J-75.10-02 .............. 7/10/15 J-10.16-00 ................ 6/3/15 J-28.45-03 .............. 7/21/16 J-75.20-01 .............. 7/10/15 J-10.17-00 ................ 6/3/15 J-28.50-03 .............. 7/21/16 J-75.30-02 .............. 7/10/15 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-176 March 2020 Contract Documents Division 9 J-10.18-00 ................ 6/3/15 J-28.60-02 .............. 7/21/16 J-75.40-02 ................ 6/1/16 J-10.20-02 .............. 7/31/19 J-28.70-03 .............. 7/21/17 J-75.41-01 .............. 6/29/16 J-10.21-00 ................ 6/3/15 J-29.10-01 .............. 7/21/16 J-75.45-02 ................ 6/1/16 J-10.22-00 .............. 5/29/13 J-29.15-01 .............. 7/21/16 J-80.10-00 .............. 6/28/18 J-10.25-00 .............. 7/11/17 J-29.16-02 .............. 7/21/16 J-80.15-00 .............. 6/28/18 J-12.15-00 .............. 6/28/18 J-30.10-00 .............. 6/18/15 J-81.10-00 .............. 6/28/18 J-12.16-00 .............. 6/28/18 J-40.05-00 .............. 7/21/16 J-86.10-00 .............. 6/28/18 J-15.10-01 .............. 6/11/14 J-40.10-04 .............. 4/28/16 J-90.10-03 .............. 6/28/18 J-15.15-02 .............. 7/10/15 J-40.20-03 .............. 4/28/16 J-90.20-03 .............. 6/28/18 J-20.10-04 .............. 7/31/19 J-40.30-04 .............. 4/28/16 J-90.21-02 .............. 6/28/18 J-20.11-03 .............. 7/31/19 J-40.35-01 .............. 5/29/13 J-90.50-00 .............. 6/28/18 J-20.15-03 .............. 6/30/14 J-40.36-02 .............. 7/21/17 J-20.16-02 .............. 6/30/14 J-40.37-02 .............. 7/21/17 J-20.20-02 .............. 5/20/13 J-40.38-01 .............. 5/20/13 J-20.26-01 .............. 7/12/12 J-40.39-00 .............. 5/20/13 J-21.10-04 .............. 6/30/14 J-40.40-02 .............. 7/31/19 J-21.15-01 .............. 6/10/13 J-45.36-00 .............. 7/21/17 J-21.16-01 .............. 6/10/13 J-50.05-00 .............. 7/21/17 J-21.17-01 .............. 6/10/13 J-50.10-01 .............. 7/31/19 J-21.20-01 .............. 6/10/13 J-50.11-02 .............. 7/31/19 J-22.15-02 .............. 7/10/15 J-50.12-02 ................ 8/7/19 J-22.16-03 .............. 7/10/15 J-50.13-00 .............. 8/22/19 J-26.10-03 .............. 7/21/16 J-50.15-01 .............. 7/21/17 J-26.15-01 .............. 5/17/12 J-50.16-01 .............. 3/22/13 J-26.20-01 .............. 6/28/18 J-50.18-00 ................ 8/7/19 J-27.10-01 .............. 7/21/16 J-50.19-00 ................ 8/7/19 J-27.15-00 .............. 3/15/12 J-50.20-00 ................ 6/3/11 J-28.10-02 ................ 8/7/19 J-50.25-00 ................ 6/3/11 J-28.22-00 .............. 8/07/07 J-50.30-00 ................ 6/3/11 J-28.24-01 ................ 6/3/15 J-60.05-01 .............. 7/21/16 J-28.26-01 ............ 12/02/08 J-60.11-00 .............. 5/20/13 J-28.30-03 .............. 6/11/14 J-60.12-00 .............. 5/20/13 K-70.20-01 ............... 6/1/16 K-80.10-01 ............... 6/1/16 K-80.20-00 ........... 12/20/06 K-80.35-00 ............. 2/21/07 K-80.37-00 ............. 2/21/07 L-10.10-02 .............. 6/21/12 L-40.10-02 .............. 6/21/12 L-70.10-01 .............. 5/21/08 L-20.10-03 .............. 7/14/15 L-40.15-01 .............. 6/16/11 L-70.20-01 .............. 5/21/08 L-30.10-02 .............. 6/11/14 L-40.20-02 .............. 6/21/12 M-1.20-03 ............... 6/24/14 M-11.10-03 ............... 8/7/19 M-40.20-00 ........... 10/12/07 M-1.40-02 ................. 6/3/11 M-12.10-01 ............. 6/28/18 M-40.30-01 ............. 7/11/17 M-1.60-02 ................. 6/3/11 M-15.10-01 ............... 2/6/07 M-40.40-00 ............. 9/20/07 M-1.80-03 ................. 6/3/11 M-17.10-02 ............... 7/3/08 M-40.50-00 ............. 9/20/07 M-2.20-03 ............... 7/10/15 M-20.10-02 ............... 6/3/11 M-40.60-00 ............. 9/20/07 M-2.21-00 ............... 7/10/15 M-20.20-02 ............. 4/20/15 M-60.10-01 ............... 6/3/11 M-3.10-03 ................. 6/3/11 M-20.30-04 ............. 2/29/16 M-60.20-02 ............. 6/27/11 M-3.20-02 ................. 6/3/11 M-20.40-03 ............. 6/24/14 M-65.10-02 ............. 5/11/11 City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-177 March 2020 Contract Documents Division 9 M-3.30-03 ................. 6/3/11 M-20.50-02 ............... 6/3/11 M-80.10-01 ............... 6/3/11 M-3.40-03 ................. 6/3/11 M-24.20-02 ............. 4/20/15 M-80.20-00 ............. 6/10/08 M-3.50-02 ................. 6/3/11 M-24.40-02 ............. 4/20/15 M-80.30-00 ............. 6/10/08 M-5.10-02 ................. 6/3/11 M-24.60-04 ............. 6/24/14 M-7.50-01 ............... 1/30/07 M-24.65-00 ............. 7/11/17 M-9.50-02 ............... 6/24/14 M-24.66-00 ............. 7/11/17 M-9.60-00 ............... 2/10/09 M-40.10-03 ............. 6/24/14 END OF STANDARD PLANS City of Bremerton 233-1896-148 Kitsap Lake Elementary Safe Routes to Schools II-178 March 2020 Contract Documents Division 9 This Page Intentionally Left Blank APPENDIX A PREVAILING WAGE RATES A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-25 A-26 A-27 A-28 A-29 A-30 A-31 A-32 A-33 A-34 A-35 A-36 A-37 A-38 A-39 A-40 A-41 A-42 A-43 A-44 A-45 A-46 A-47 A-48 A-49 A-50 A-51 A-52 A-53 A-54 A-55 A-56 A-57 A-58 A-59 A-60 A-61 A-62 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 1 ************************************************************************************************************ 1. . A-63 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 2 1. worked on Sunday A-64 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 3 2. 3. A-65 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 4 3. . 4. A-66 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 5 4.. EXCEPTION: . A-67 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 6 4.. All hours . y hours Monday thro A-68 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 7 4.. . . . . . 127 022), 127 A-69 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 8 4.. 5. New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Holidays: New Year’s Day, Martin Luther King Jr. Day Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor D Following Monday Sh A-70 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 9 5. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, 6.Paid Holidays: New Year’s Day, Presidents’ Day, nd idays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, ay, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, 7. A-71 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 10 7.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 Holidays: New Year’s Holidays: New Year's Day, President’s Day, Indepen Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day, y A-72 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 11 7. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, o Year’s Day, President’s Day, Memorial Day, .New Year's Day, President’s Birthday, Memorial Day, Independence Day, Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be co .New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving New Year’s Day, and a Floating Holiday. New Year’s ,Presidents’ Day, . . .’ Day Sunday Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, 8 15. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. A-73 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 12 15.. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran’s D 8. $0.50. – 2012. – –$1.50, do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation A-74 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 13 8. stance travelled from the entrance. 25’ to 300’$1.00 per foot from entrance. 300’ to 600’ $1.50 per foot beginning at 300’. Over 600’$2.00 per foot beginning at 600’. A-75 Benefit Code Key –Effective 3/4/2020 thru 9/1/2020 14 9.. –130’ to 199’ – –200’ to 299’ – –300’ and over –$1.00 . . – . A-76 APPENDIX B CONSTRUCTION FORMS B-1 B-2 B-3 B-4 Project Name: __________________________________ Project Number: __________________ Date: __________________ Contractor: __________________________________ Sub-Contractor: ___________________________________________ Address: __________________________________ City: ______________________ State: _______ Zip: ___________ Submitted By: __________________________________ Title: ___________________________________________________ City of Bremerton Use Only For assistance in completing, see instructions and example. Bid Item No. Material or Product/Type Name and Location of Fabricator, Manufacturer or Pit Number Specification Refer- ence Approval Action Code Public Works and Utilities Department 345 6th Street, Suite 100 · Bremerton, WA 983 · (360) 473-5270 · FAX (360) 473-5398 Request for Approval of Material RAM # ____________ Submittal # _________ For City of Bremerton Use Only Bremerton Approval: ______________________________________________________________ Date: _____________________ Approval Action Codes for Use by City of Bremerton 1. Source Approved: Source Approved by QPL or by other means. 2. Conditionally Approved: Source approved per WSDOT Aggregate Source Approval Database. Acceptance samples will be ob- tained by the City of Bremerton. 3. Conditionally Approved: Submit Manufacturer Certificate of Compliance for ‘Approval’ prior to use of the material. 4. Conditionally Approved: Submit Catalog Cuts for ‘Approval’ prior to use of material. 5. Conditionally Approved: Submit Shop Drawings for ‘Approval’ prior to fabrication of material. 6. Conditionally Approved: Only ‘Approved for Shipment’ or ‘WSDOT Inspected’ material shall be used. 7. Conditionally Approved: Acceptance based on ‘Satisfactory’ Test Report for samples of materials to be incorporated into project. 8. Conditionally Approved: Submit Certificate of Material Origin for iron or steel. “Buy America” contract. 9. Approval Withheld:City of Bremerton will obtain preliminary (approval) samples for soils & aggregate evaluation. 10. Approval Withheld: Remarks: ____________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ B-5 B-6 APPENDIX C GEOTECHNICAL REPORT Geotechnical and Hydrogeological Report Kitsap Lake Elementary Safe Routes to School Project Bremerton, Washington December 12, 2019 Submitted To: Mr. David Dinkuhn, PE Parametrix 60 Washington Avenue, Suite 390 Bremerton, Washington 98337 By: Shannon & Wilson, Inc. 400 N 34th Street, Suite 100 Seattle, Washington 98103 100953-001 C-1 C-2 100953-001-R1f.docx/wp/lkn 100953-001 i TABLE OF CONTENTS Page 1.0 INTRODUCTION..................................................................................................................1 2.0 SITE AND PROJECT DESCRIPTION.................................................................................1 3.0 FIELD EXPLORATIONS .....................................................................................................2 3.1 Test Borings ...............................................................................................................2 3.2 Pilot Infiltration Tests (PITs) and Test Pit Excavation..............................................2 3.3 Exploration Locations ................................................................................................2 4.0 SUBSURFACE CONDITIONS.............................................................................................2 4.1 Local Geologic Conditions.........................................................................................2 4.2 Subsurface Conditions................................................................................................3 5.0 GEOTECHNICAL ENGINEERING RECOMMENDATIONS ..........................................3 5.1 General .......................................................................................................................3 5.2 Site Preparation..........................................................................................................3 5.3 Light Pole Foundation Design....................................................................................4 5.4 Retaining Wall Design...............................................................................................4 6.0 STORMWATER INFILTRATION.......................................................................................6 6.1 Falling Head Results and Recommendations.............................................................6 6.2 Analytical Laboratory Testing....................................................................................7 7.0 CONSTRUCTION CONSIDERATIONS.............................................................................7 7.1 Retaining Wall Structural Fill and Compaction.........................................................7 7.2 Temporary and Permanent Excavation Slopes...........................................................7 7.3 Groundwater Control..................................................................................................8 7.4 Wet-Weather Earthwork ............................................................................................8 7.5 Erosion Control..........................................................................................................9 7.6 Additional Services....................................................................................................9 8.0 LIMITATIONS......................................................................................................................9 9.0 REFERENCES.....................................................................................................................11 C-3 TABLE OF CONTENTS (cont.) Page 100953-001-R1f.docx/wp/lkn 100953-001 ii TABLES 1 Recommended Soil Parameters for Light Pole Design............................................4 2 Recommended Soil Parameters for Cut Wall Design..............................................5 3 Recommended Soil Parameters for Fill Wall Design..............................................5 4 Recommended Long-Term Infiltration Rates for Permeable Pavement Subgrade................................................................................6 FIGURES 1 Vicinity Map 2 Site and Exploration Plan 3 Lateral Earth Pressures for Permanent Wall Design 4 Recommended Surcharge Loading for Temporary and Permanent Walls APPENDICES A Subsurface Explorations B Analytical Laboratory Testing Report C Important Information About Your Geotechnical/Environmental Report C-4 100953-001-R1f.docx/wp/lkn 100953-001 1 GEOTECHNICAL AND HYDROGEOLOGICAL REPORT K ITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL PROJECT BREMERTON,WASHINGTON 1.0 INTRODUCTION This report presents geotechnical and hydrogeological engineering conclusions and recommendations for the Kitsap Lake Elementary Safe Routes to School Project (Project) in Bremerton, Washington. The purpose of this report is to summarize our recent subsurface explorations, describe subsurface conditions at the Project site, and provide geotechnical and hydrogeological recommendations to Parametrix, Inc. Our site exploration locations and understanding of Project construction concepts were based on conversations with representatives of Parametrix, and our services were performed in accordance with the Subconsulting Agreement for Professional Services, signed March 4 and 6, 2018, by representatives of Shannon & Wilson and Parametrix, respectively. Our scope of services included performing test borings and small-scale pilot infiltration tests (PITs) and analyzing the results of our field explorations to develop the recommendations in this report. 2.0 SITE AND PROJECT DESCRIPTION The Project site is located on an approximately ¾-mile-long alignment of Harlow Drive, between Francis Drive and Kitsap Lake Elementary. The alignment, which varies in grade elevation and degree of slope, is shown in relation to surrounding features on the enclosed Figure 1, Vicinity Map. Pedestrian access on the site is currently limited. The Project will improve pedestrian access through the construction of new sidewalks, crosswalks, light poles, and retaining walls. We understand that permeable concrete is under consideration as a sidewalk paving alternative for stormwater infiltration purposes. In this report, we provide geotechnical and hydrogeological recommendations on the following items: Light pole foundations – lateral earth pressure recommendations. Retaining walls – lateral earth pressure and allowable bearing pressure recommendations. Permeable concrete sidewalk subgrade – long-term infiltration rate (IR) estimates. C-5 100953-001-R1f.docx/wp/lkn 100953-001 2 3.0 FIELD EXPLORATIONS 3.1 Test Borings Geologic Drill Exploration, Inc., under subcontract to Shannon & Wilson, drilled five test borings, designated B-1 to B-5, on June 26, 2018. The borings were advanced to depths ranging from approximately 5.5 to 11.5 feet below the ground surface (bgs). Appendix A provides further information on test boring exploration, including testing procedure and sample identification. Additional subsurface information is shown on the soil boring logs, Figures A-2 through A-6 of Appendix A. Figure A-1 of Appendix A presents an explanation of the symbols and terminology used on the logs. 3.2 Pilot Infiltration Tests (PITs) and Test Pit Excavation Howard’s Construction & Excavating, under subcontract to Shannon & Wilson, excavated three PIT locations, designated PIT-1 to PIT-3, on June 27, 2018. All PITs were conducted at a depth of approximately 2 feet bgs. Following testing, PIT-3 was excavated to a depth of 4 feet bgs for additional subsurface exploration. We designated the PIT-3 soils exploration as TP-1. Discussion of PITs and our stormwater infiltration analyses is included in Section 6.0. Howard’s backfilled the PITs with cuttings and compacted in lifts with the excavator bucket following excavation and testing. Appendix A provides further discussion of PIT and test pit exploration procedures. Subsurface details of TP-1 are shown graphically on the test pit log, Figure A-7. 3.3 Exploration Locations The exploration locations, shown on Figure 2, Site and Exploration Plan, were estimated in the field based on site features. The locations were chosen based on preliminary construction layout information and should be considered approximate. 4.0 SUBSURFACE CONDITIONS 4.1 Local Geologic Conditions The Project site is within a region known as the Puget Lowland, a structural depression within about 500 feet of sea level and bordered by the Olympic and Cascade Mountain ranges. The geology of the area has been influenced by repeated cycles of glaciation, which worked to fill the Lowland to significant depths with a complex sequence of glacial and nonglacial deposits. During the last glacial advance, known as the Vashon, the ice was greater than 3,000 feet thick in the site area. The Vashon ice sheet receded from the area about 13,500 years ago, leaving topography characterized by low-rolling relief, with some deeply cut ravines and broad valleys. C-6 100953-001-R1f.docx/wp/lkn 100953-001 3 Since then, present-day geologic processes, such as erosion and deposition by streams, landslides, and human activities, have modified the ground surface. 4.2 Subsurface Conditions Based on subsurface conditions encountered in our test borings and test pit TP-1, the Harlow Drive shoulder along the Project alignment is generally underlain by a layer of existing fill followed by native recessional outwash. The following soil layers were observed during exploration: Asphalt or Topsoil/Grass, extending to a depth of approximately 0.3 to 0.5 feet bgs. Fill (Hf), consisting of variable soils, including sandy clay and silt to silty sand and gravel. This layer was typically compacted to a stiff (cohesive soils) or loose to very dense (granular soils) condition, depending on location. The fill layer extended to a depth of approximately 6 to 8 feet bgs. Recessional Outwash (Qvro), consisting of silt and poorly graded sand. These deposits were observed to be in a generally stiff to dense condition and extended to the bottom of explorations (maximum depth of 11.5 feet bgs). Groundwater was not observed during exploration, although some iron oxide staining was observed in samples retrieved from borings B-3 and B-4. This may indicate fluctuation of the groundwater level, which likely rises and falls with seasonal changes. 5.0 GEOTECHNICAL ENGINEERING RECOMMENDATIONS 5.1 General This section of the report provides geotechnical engineering conclusions and recommendations for Project design. Primary geotechnical design issues include Site Preparation Light Pole Design Recommendations Retaining Wall Design Recommendations 5.2 Site Preparation We recommend that vegetation, including grass, brush, and trees, be cleared and roots removed from beneath construction areas and all areas to receive structural elements. The topsoil found along the Harlow Drive shoulder is loose and contains organics; it should be removed from the site except in landscaped areas where settlements would not be objectionable. C-7 100953-001-R1f.docx/wp/lkn 100953-001 4 5.3 Light Pole Foundation Design The light pole foundations will likely bear on drilled concrete piers that will be designed based on lateral loading conditions. Resistance to lateral loading will be derived from passive resistance developed along the length of the drilled concrete piers. We understand that design of the drilled concrete piers will be based on the 2015 International Building Code (IBC) (ICC, 2014), which has been adopted by the City of Bremerton under Washington Administrative Code 51-50. Based on IBC 2015 Section 1806.2 for design of the lateral resistance and our analyses of soils observed during exploration, we recommend the design parameters presented in the following Table 1: TABLE 1 RECOMMENDED SOIL PARAMETERS FOR LIGHT POLE DESIGN Soil Type Approximate Layer Depths (feet bgs) Allowable Lateral Bearing Pressures (psf/ft) Passive Earth Pressure Coefficient, Kp Soil Friction Existing Fill (Hf)0-6 200 3.0 28 Recessional Outwash (Qvro)6 – 11.5 250 3.3 32 Note: psf = pounds per square foot These passive earth pressure coefficients include a factor of safety of 1.5. Backfill in the annular space around the light pole foundations shall be by one of the methods described in IBC 2015 Section 1807.3.3, as summarized below: 2,000 pounds per square inch concrete. Clean sand. Controlled low-strength cementitious material (lean mix concrete). 5.4 Retaining Wall Design We understand that retaining walls along Harlow Drive may consist of a combination of cut and fill walls. For both wall types, active earth pressure against the walls will be the primary controlling parameter for design. The active earth pressures induced on the walls will vary depending on soils present. For walls constructed against existing site soils, such as soldier pile walls, we recommend using the active earth pressure parameters presented in Table 2: C-8 100953-001-R1f.docx/wp/lkn 100953-001 5 TABLE 2 RECOMMENDED SOIL PARAMETERS FOR CUT WALL DESIGN Soil Type Approximate Layer Depths (feet bgs) Active Earth Pressures (psf/ft) Active Earth Pressure Coefficient, Ka Soil Friction Angle Existing Fill (Hf)0-6 45 0.36 28 Recessional Outwash (Qvro)6 – 11.5 40 0.31 32 For walls constructed with imported structural fill, such as mechanically stabilized earth walls, we recommend using the active earth pressure parameters presented in Table 3: TABLE 3 RECOMMENDED SOIL PARAMETERS FOR FILL WALL DESIGN Soil Type Active Earth Pressure (psf/ft) Active Earth Pressure Coefficient, Ka Soil Friction Angle Imported Structural Fill 35 0.28 34 Note: Anticipated parameters are based on our previous work with and understanding of compacted structural fill. We recommend designing retaining walls with an allowable bearing pressure of 2,000 psf with a one-third increase when used with alternative basic load combinations, including wind and seismic loads; this is in accordance with IBC 2015, Section 1806. These lateral earth pressure and bearing pressure estimates are based on a soil unit weight of 120 pounds per cubic foot and on the assumption that the walls include proper drainage, so hydrostatic pressures will not build up. The static active pressures act on the walls in a triangular distribution. We recommend increasing the active lateral pressures by a factor of 15H in a uniform pressure distribution (where H is the height of the wall) for seismic conditions. This value is based on the inclusion of a peak ground acceleration coefficient of 0.64 (determined using seismic mapping data for the Project site provided by the U.S. Geological Survey [2009]) and estimated using the Mononobe- Okabe trial wedge analysis. The active earth pressure value for fill wall design is based on the assumption that structural fill such as the type discussed in Section 7.1 is used for wall backfill and that the fill is compacted according to our recommendations herein. Figure 3, Lateral Earth Pressures for Permanent Wall Design, shows anticipated active and passive earth pressures acting on permanent retaining walls at the Project site. Figure 4, Recommended Surcharge Loading for Temporary and Permanent Retaining Walls, shows additional surcharge loading considerations for retaining walls, including recommended surcharge loading for adjacent footings. C-9 100953-001-R1f.docx/wp/lkn 100953-001 6 6.0 STORMWATER INFILTRATION A representative of Shannon & Wilson was on site to perform three small-scale PITs to a depth of approximately 2 feet bgs. The purpose of the PITs was to evaluate IRs for proposed permeable pavement subgrade. We conducted testing in general accordance with the guidelines and procedures for determining design IRs set forth by the City of Bremerton, which has adopted the Stormwater Management Manual for Western Washington (SWMMWW, 2012 – Amended December 2014) and the Low Impact Development Technical Guidance Manual for Puget Sound (2012). During testing, we made the following observations: Because of rapid IRs, PIT-2 and PIT-3 did not collect (pond) water to a depth of 12 inches or more at their base for a total of six hours. This rapid IR is estimated to be in the range of 60 to 180 inches per hour (in/hr) (uncorrected). We achieved an acceptable ponding time in PIT-1. We estimated short-term IRs based on results observed in PIT-1. We measured volume of water used during constant head testing at PIT-1, and we estimated surface area based on the observed wetted perimeter. Following data collection, we applied correction factors as recommended in the SMMWW to falling head test results at PIT-1 to estimate long-term (design) pavement subgrade IRs. 6.1 Falling Head Results and Recommendations After terminating water flow at PIT-1, we recorded the initial falling head IR at 6 inches in/hr. We recommend installing permeable pavement to depths consistent with the base of PIT-1 and using the allowable design IR for flow control summarized in Table 4 (correction factor for permeable pavement applied in accordance with the SMMWW, Table III-3.4.2). TABLE 4 RECOMMENDED LONG-TERM INFILTRATION RATE FOR PERMEABLE PAVEMENT SUBGRADE Test Pit No. Depth of PIT (feet) Falling Head Initial IR (in/hr) Recommended Correction Factor, CFt Corrected Long-Term IR (in/hr) PIT-1 2 6 0.30 1.8 In some exploration locations, we encountered clay or other cohesive soils that would not be suitable for stormwater infiltration. We recommend that a qualified geotechnical engineer or hydrogeologist be on site during excavation to permeable pavement subgrade to determine its suitability as stormwater infiltration material. C-10 100953-001-R1f.docx/wp/lkn 100953-001 7 6.2 Analytical Laboratory Testing As part of our stormwater infiltration analyses, we conducted two analytical laboratory tests to determine if the existing subgrade is suitable for pollutant control if used for roadway pavement. We submitted a sample of the anticipated subgrade soil from PIT-1 to Fremont Analytical, Inc., for Cation Exchange Capacity (CEC) and Organic Content testing. To meet pollution filtration requirements put forth by the SWMMWW, the CEC test must exhibit a result of greater than 5 milliequivalents CEC per 100 grams (meq/100g) and the Organic Content test must exhibit a result of greater than one percent. Fremont Analytical reported PIT-1 sample results of 17.4 meq/100g for the CEC test and 4.17 percent for the Organic Content test. Additional testing information is enclosed as Appendix B, Analytical Laboratory Testing Report. 7.0 CONSTRUCTION CONSIDERATIONS 7.1 Retaining Wall Structural Fill and Compaction Structural backfill soil behind permanent fill retaining walls should consist of a well-graded mixture of sand and gravel, free of organics and construction debris or other deleterious material. Structural fill material should contain no more than 20 percent fines (material passing the No. 200 mesh sieve, based on the minus ¾-inch fraction), the fines should be nonplastic, and the moisture content of the soil should be within ±2 percent of its optimum. All imported structural fill should have a maximum particle size of 3 inches. An example of suitable structural fill behind retaining walls is City of Seattle Type 17 material. During wet weather or in wet conditions where control of soil moisture is difficult, structural fill material should consist of clean, granular soil, of which not more than 5 percent by dry weight passes the No. 200 mesh sieve based on wet sieving the fraction passing the ¾-inch sieve. The fines should be nonplastic. Structural fill behind walls should be placed in uniform lifts and compacted to a dense and unyielding condition. The thickness of soil layers before compaction should not exceed 8 inches for heavy equipment compactors or 4 inches for hand-operated mechanical compactors. The presence of cobbles up to 8 inches would require increasing the lift to 12 inches thick. 7.2 Temporary and Permanent Excavation Slopes Temporary excavation slopes should be the responsibility of the Contractor who is continually at the site; is able to observe the nature and conditions of the subsurface materials encountered; and has responsibility for the methods, sequence, and schedule of construction. C-11 100953-001-R1f.docx/wp/lkn 100953-001 8 For planning purposes, we recommend that temporary, unsupported, open-cut slopes be no steeper than 2 Horizontal to 1 Vertical (2H:1V) in the existing soils. This recommendation is applicable to slopes in areas where groundwater and/or perched water seepage is not present. Flatter slopes may be required based on the actual conditions encountered, particularly where infiltration occurs during periods of wet weather. We recommend that all exposed slopes be protected with waterproof covering during periods of wet weather to reduce sloughing and erosion. Where permanent slopes are required, we recommend that slopes be no steeper than 2H:1V in order to reduce surface sloughing and erosion. The permanent slopes should be protected from erosion by seeding and planting. To promote surface water drainage, we recommend that the ground surface be sloped to drain away from the structure and from the top of permanent slopes. 7.3 Groundwater Control Increased water infiltration during the wet, winter months may disturb and impede construction activity on site. Wet weather may initiate a rise in groundwater level. Therefore, we recommend that the Contractor be prepared to install a system of temporary trenches and sump pumps within excavations. If water is encountered at or above the depth of the light post or pavement subgrade or seeps onto the subgrade during excavation, the Contractor should take measures to pump water from the surface of subgrade, and then stabilize the exposed subgrade prior to placement of structural elements. 7.4 Wet-Weather Earthwork Earthwork would most easily be accomplished during the normally drier months of June through mid-October. It is our opinion that earthwork performed during the wet-weather months may prove costlier. The condition of exposed site soils will deteriorate rapidly when introduced to moisture and construction activity, possibly impeding and/or prolonging construction. The following recommendations are applicable if earthwork is to be accomplished in wet weather or in wet conditions: Imported wet-weather backfill such as that discussed in Section 7.1 would need to be hauled to the site. The identification of suitable wet-weather backfilling material should be made by a geotechnical engineer from our firm experienced in wet-weather construction. The ground surface in the construction area should be sloped and sealed with a smooth-drum, vibratory roller or equivalent to promote the rapid runoff of precipitation, to prevent surface water from flowing into excavations, and to prevent C-12 100953-001-R1f.docx/wp/lkn 100953-001 9 ponding of water. Soils that become too wet for compaction should be removed and replaced with clean, granular soil. Excavation and placement of structural fill material should be observed on a full-time basis by a geotechnical engineer or technician experienced in wet-weather earthwork to determine that suitable compaction and site drainage is achieved. The above recommendations for wet-weather earthwork should be incorporated into the contract specifications. 7.5 Erosion Control The Contractor should employ proper erosion control measures during construction, especially if construction takes place during wet weather. The Contractor should cover work areas, soil stockpiles, or slopes with plastic and use sandbags, sumps, and other measures as necessary to permit proper completion of the work. Bales of straw, straw wattles, geotextile silt fences, and drain inlet sediment screens/collection systems on Harlow Drive should be appropriately located to control soil movement and erosion. 7.6 Additional Services We recommend that Shannon & Wilson be retained to observe the geotechnical and hydrogeological aspects of light pole foundation excavation, retaining wall construction, and excavation to an infiltrating pavement subgrade layer. Observation will allow us to evaluate the subsurface conditions as they are exposed during construction and to determine that the work is accomplished in accordance with our recommendations and Parametrix project specifications. 8.0 LIMITATIONS This report was prepared for the exclusive use of Parametrix specifically to provide geotechnical recommendations for design of the Kitsap Lake Elementary Safe Routes to School Project. This report should be provided to prospective contractors for information of factual data only, and not as a warranty of subsurface conditions, such as those interpreted from the exploration logs and discussions of subsurface conditions included in this report. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist. We assume that the results of the subsurface explorations for this Project represent the subsurface conditions throughout the site, i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. C-13 C-14 100953-001-R1f.docx/wp/lkn 100953-001 11 9.0 REFERENCES Hinman, Curtis, 2012, Low impact development - technical guidance manual for Puget Sound: Puyallup, Wash., Washington State University Extension and Tacoma, Wash., Puget Sound Partnership, publication no. PSP 2012-3, 346 p. International Code Council, Inc., 2014, International building code 2015: Country Club Hills, Ill., International Code Council, Inc., 700 p. U.S. Geological Survey, 2009, U.S. seismic design maps: Available: http://earthquake.usgs.gov/designmaps/us/application.php Washington State Department of Ecology, 2014, Stormwater management manual for western Washington: Olympia, Wash., Washington State Department of Ecology Publication no. 14-10-055, 5 v. C-15 C-16 LOCATION OF ALIGNMENT Kitsap Lake 20ChicoWayNW KitsapWayHarlowD riveMarine Drive Kitsap Lake Elementary Safe Routes to School Project Bremerton, Washington NOTE VICINITY MAP 100953-001 Filename: J:\_SEA\100953\001\100953-001 Vicinity Map.dwg Date: 07-30-2018 Login: jrs SeattleBremerton Washington ProjectLocation 90 5 97 0 2,000 4,000 Approximate Scale in Feet FIG. 1 Bing Map Image adapted from aerial imagery provided by Autodesk Live Maps and Microsoft Bing Maps reprinted with permission from Microsoft Corporation. C-17 C-18 B-1 PIT-1 B-2 PIT-2 B-3 B-4 B-5 PIT-3 TP-1 Filename: J:\_SEA\100953\001\100953-001 Exploration.dwg Layout: Figure 2 Date: 07-30-2018 Login: jrs FIG. 2 SITE AND EXPLORATION PLAN Kitsap Lake Elementary Safe Routes to School Project Bremerton, Washington 100953-001 B-1 Boring Designation and Approximate Location Test Pit Designation and Approximate Location Pilot Infiltration Test Designation and Approximate Location (PIT-3 Performed at a Depth of 2 Feet in TP-1) LEGEND TP-1 PIT-1 C-19 C-20 File: J:\_SEA\100953\001\100953-001 LEP.dwg Date: 07-30-2018 Author: jrs NOTES 1. All earth pressures are in units of pounds per square foot. The earth pressure diagram applies to the permanent walls at the project site. 2. Passive pressure values include a reduction factor of 1.5. 3. Lateral pressures for surcharge loads should be added to the earth pressures given above. See Figure 4. 4. If a sloping ground surface exists, the earth pressures should be adjusted. 5. The recommended pressure diagrams are based on a continuous wall system. 6. Free drainage is assumed behind the wall. 7. See Table 2 for approximate depths of on-site soils. LEGEND Ground Surface Wall Below Grade Ignore Passive Resistance in Upper 1 Ft. (Typical) Bottom of Excavation H D Wall Footing (Approximate) Not to Scale 15H Seismic Increment 200 D (Existing Fill) 250 D (Recessional Outwash) 45H 40H 35H FIG. 3 Kitsap Lake Elementary Safe Routes to School Project Bremerton, Washington LATERAL EARTH PRESSURES FOR PERMANENT WALL DESIGN 100953-001 H = Wall Height (Ft.) D = Embedment Depth (Ft.) 45H = Static Active Earth Pressure for Existing Fill (Cut Wall) 40H = Static Active Earth Pressure for Recessional Outwash (Cut Wall) 35H = Static Active Earth Pressure for Compacted Structural Fill (Fill Wall) C-21 RECOMMENDED SURCHARGE LOADING FOR TEMPORARY AND PERMANENT WALLS File: J:\_SEA\100953\001\100953-001 Surcharge.dwg Date: 07-30-2018 Author: jrs 100953-001 Kitsap Lake Elementary Safe Routes to School Project Bremerton, Washington H = 0.28 (psf) (see Note 3)WallPLAN VIEW 2.0 1.5Depth Factor, Z/B 1.0 0.0 0.5 WallZ Wall Line UNIFORM SURCHARGE EARTH BERM (see Note 4) Note: H z=nH Bottom ofExcavation x = mH Point Load in Pounds H (psf)H (psf) ELEVATION VIEW x = mH H Bottom of Excavation Wallz=nH Line Load in Pounds/Foot B) LATERAL PRESSURE DUE TO LINE LOAD i.e. NARROW CONTINUOUS FOOTING PARALLEL TO WALL C) LATERAL PRESSURE DUE TO STRIP LOADWall WallWallA) LATERAL PRESSURE DUE TO POINT LOAD i.e. SMALL ISOLATED FOOTING OR WHEEL LOAD D) LATERAL PRESSURE DUE TO EARTH BERM OR UNIFORM SURCHARGE Bottom ofExcavation Bottom ofExcavation E) LATERAL PRESSURE DUE TO ADJACENT FOOTING (see Notes 5 and 6) 0 0.5 1.0 L 2 B NOTES Figures are not drawn to scale. Applicable surcharge pressures should be added to appropriate permanent wall lateral earth and water pressure. If point or line loads are close to the back of the wall such that m 0.4, it may be more appropriate to model the actual load distribution (i.e., Detail E) or use more rigorous analysis methods. See text for recommended K values. The stress is estimated on the back of the wall at the center of the length, L, of loading. The estimated stress is based on a Poisson's ratio of 0.5.WallBearing Pressure q (psf) 1. 2. 3. 4. 5. 6. = Ip, Influence Factor H = 2(Ip) qs Lateral Footing Pressure on Wall (derived from NAVFAC DM 7.02, 1986; and Sandhu,Earth Pressure on Walls Due to Surcharge, 1974) (derived from Poulos and Davis,Elastic Solutions for Soil and Rock Mechanics, 1974; and Terzaghi and Peck,Soil Mechanics in Engineering Practice, 1967) (NAVFAC DM 7.02, 1986) (derived from Fang,Foundation Engineering Handbook, 1991)(NAVFAC DM 7.2, 1986) Point Load in Pounds = Unit Weight of Earth Berm Bearing Pressure EarthBerm H = Lateral Pressure in radians ELEVATION VIEW (see Note 3)(see Note 3) qs L 2B Qp H2 n2 (0.16 + n2)3 For m > 0.4:H = 1.77 (psf)Qp H2 m2n2 (m2 + n2)3 Qp H 'H =H cos2 (1.1 ) (psf) 'H 'H H = 0.20 (psf) (see Note 3)Ql H n (0.16 + n2)2 For m > 0.4:H = 1.28 (psf)Ql H m2n (m2 + n2)2 QlQp Hs (K)()(Hs) 2H Hs H = (K)qs (see Note 4) qs (psf) H = ( - sin cos2 ) (psf)2q L 2 = 0.25 = 0.5 = 1 H = L 2B L 2B L 2B FIG. 4 FIG. 4 C-22 100953-001 APPENDIX A SUBSURFACE EXPLORATIONS C-23 C-24 100953-001-R1f-AA.docx/wp/lkn 100953-001 A-i APPENDIX A SUBSURFACE EXPLORATIONS TABLE OF CONTENTS Page A.1 INTRODUCTION..........................................................................................................A-1 A.2 TEST BORINGS ............................................................................................................A-1 A.3 PILOT INFILTRATION TESTING...............................................................................A-2 A.4 TEST PIT........................................................................................................................A-2 A.5 SOIL CLASSIFICATION..............................................................................................A-2 A.6 REFERENCES ...............................................................................................................A-2 PHOTOGRAPHS 1 Geologic Drill Exploration preparing to drill at location B-5 2 Representative near-surface soil cuttings observed at location B-2 3 Howard’s Construction & Excavating using a mini excavator at TP-1 4 Beginning of test at PIT-1 FIGURES A-1 Soil Classification and Log Key (3 sheets) A-2 Log of Boring B-1 A-3 Log of Boring B-2 A-4 Log of Boring B-3 A-5 Log of Boring B-4 A-6 Log of Boring B-5 A-7 Log of Test Pit TP-1 C-25 C-26 100953-001-R1f-AA.docx/wp/lkn 100953-001 A-1 APPENDIX A SUBSURFACE EXPLORATIONS A.1 INTRODUCTION Shannon & Wilson’s field exploration program was conducted on June 26 and 27, 2018, and consisted of drilling five test borings and excavating three pilot infiltration tests (PITs) (of which one PIT included a test pit exploration). Shannon & Wilson coordinated and observed the explorations, including subcontractor coordination and utility locates. The explorations are designated B-1 through B-5, PIT-1 through PIT-3, and TP-1. They are shown at the locations in Figure 2. The methods used to conduct the field exploration program are described below. A.2 TEST BORINGS Individual boring logs are presented in Figures A-2 to A-6. These exploration logs represent our interpretation of the contents of the field logs. The borings were drilled by Geologic Drill Exploration (Geologic) of Spokane, Washington, under subcontract to Shannon & Wilson. Geologic used a trailer-mounted, Braden drill rig to complete the borings. The borings were advanced to depths ranging from 5.5 to 11.5 feet below ground surface (bgs). Geologic performed the borings using 8-inch-diameter hollow-stem auger drilling techniques. Shannon & Wilson obtained disturbed soil samples in general accordance with the Standard Penetration Test (SPT) (ASTM Designation: D1586) (ASTM, 2011b). The SPT consists of driving a 2-inch outside diameter, 1.375-inch inside diameter split-spoon sampler a distance of 18 inches with a 140-pound hammer free falling a distance of 30 inches. Geologic used a cathead hammer system to advance the samplers. During sampling, the Shannon & Wilson field representative recorded the number of blows for each 6-inch increment of penetration and summed the blow counts for the last two 6-inch increments. This sum is recorded as the penetration resistance number, or N-value. If high penetration resistance prevented driving the total length of the sampler, the Shannon & Wilson field representative recorded the partial penetration depth and blow count. The N-values provide a means for evaluating the relative density or compactness of cohesionless (granular) soils and consistency or stiffness of cohesive (fine-grained) soils (see Figure A-1). The N-values are shown in the individual boring logs. Representative portions of the split-spoon sample obtained in conjunction with the SPT were placed in screw-top plastic jars and transported to our Seattle office for further identification. C-27 100953-001-R1f-AA.docx/wp/lkn 100953-001 A-2 A.3 PILOT INFILTRATION TESTING We performed small-scale PITs in three locations of the alignment. The PITs were excavated by Howard’s Construction & Excavating (Howard’s) of Olympia, Washington, under subcontract to Shannon & Wilson. We conducted the tests at a depth of 2 feet bgs; they were performed in general accordance with the guidelines and procedures for determining design infiltration rates presented in the Stormwater Management Manual for Western Washington and the Low Impact Development Technical Guidance Manual for Puget Sound. After the PITs were completed, Howard’s backfilled with cuttings, compacting in lifts. A.4 TEST PIT Test pit TP-1 was excavated by Howard’s to a depth of 4 feet bgs with a tracked mini excavator. The Shannon & Wilson representative evaluated the relative density of the exposed soils by probing the bottom of the test pit with a ½-inch-diameter steel bar and by evaluating the ease or difficulty of the excavation. One representative grab sample was collected in a bag and returned to our office for further identification. The graphical log of TP-1 is presented as Figure A-7. A.5 SOIL CLASSIFICATION During exploration, our field representative collected samples and prepared field logs of the explorations. Soil classification for this project was based on ASTM Designation: D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (ASTM, 2011a), and ASTM Designation: D2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) (ASTM, 2009). The Unified Soil Classification System is summarized in Figure A-1. A.6 REFERENCES ASTM, 2009, Standard practice for description and identification of soils (visual/manual procedure), D2488-09a: West Conshohocken, Pa., ASTM International, Annual book of standards, v. 04.08, soil and rock (I): D420 - D5876, 12 p., available:www.astm.org . ASTM, 2011a, Standard practice for classification of soils for engineering purposes (unified soil classification system), D2487-11: West Conshohocken, Pa., ASTM International, Annual book of standards, v. 04.08, soil and rock (I): D420 - D5876, 12 p., available: www.astm.org. C-28 100953-001-R1f-AA.docx/wp/lkn 100953-001 A-3 ASTM, 2011b, Standard test method for standard penetration test (SPT) and split-barrel sampling of soils, D1586-11: West Conshohocken, Pa., ASTM International, Annual book of standards, v. 04.08, soil and rock (I): D420 - D5876, 9 p., available: www.astm.org. C-29 C-30 100953-001-R1f-AA.docx/wp/lkn 100953-001 Photo 1: Geologic Drill Exploration preparing to drill at location B-5. C-31 100953-001-R1f-AA.docx/wp/lkn 100953-001 Photo 2: Representative near-surface soil cuttings observed at location B-2. C-32 100953-001-R1f-AA.docx/wp/lkn 100953-001 Photo 3: Howard’s Construction & Excavating using a mini excavator at TP-1. C-33 100953-001-R1f-AA.docx/wp/lkn 100953-001 Photo 4: Beginning of test at PIT-1. C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 LOG OF TEST PIT TP-1 SOIL DESCRIPTION Sketch of ________ Pit Side 0 2 4 6 8 10 12 Horizontal Distance in Feet GroundWater% WaterContentSamplesDepth, Ft. 0 2 4 6 8 10 12 Topsoil; Brush. Dense, brown,Silty Sand with Gravel and Cobbles; moist. Very dense,Silty Sand with Gravel and Cobbles; moist. 2 3 North None ObservedFIG. A-7 1 File: J:\_SEA\100953\001\100953-001 Test Pit.dwg Date: 07-13-2018 Author: JRS 2 1 PIT-3 at 2-foot depth, 3x4 feet at bottom of PIT-3. NOTE Roots JOB NO:DATE:100953-001 6-27-18 PROJECT: Kitsap Lake Elementary Safe Routes to School Project, Bremerton, WA LOCATION: See Site and Exploration Plan 3 Base of PIT-3 C-43 C-44 100953-001 APPENDIX B ANALYTICAL LABORATORY TESTING REPORT C-45 C-46 July 30, 2018 Shannon & Wilson Justin Cook Attention Justin Cook: RE:KLE SRS Work Order Number:1807184 400 N. 34th Street, Suite 100 Seattle, WA 98103 3600 Fremont Ave. N. Seattle, WA 98103 T: (206) 352-3790 F: (206) 352-7178 info@fremontanalytical.com Fremont Analytical, Inc. received 1 sample(s) on 7/16/2018 for the analyses presented in the following report. Mike Ridgeway This report consists of the following: - Case Narrative - Analytical Results - Applicable Quality Control Summary Reports - Chain of Custody All analyses were performed consistent with the Quality Assurance program of Fremont Analytical, Inc. Please contact the laboratory if you should have any questions about the results. Thank you for using Fremont Analytical. Sincerely, Laboratory Director Cation Exchange Capacity by EPA 9081 Organic Matter of Organic Soils by ASTM D2974 Sample Moisture (Percent Moisture) www.fremontanalytical.comOriginal DoD/ELAP Certification #L17-135, ISO/IEC 17025:2005 ORELAP Certification: WA 100009-007 (NELAP Recognized) Page 1 of 9 C-47 07/30/2018Date: Project:KLE SRS CLIENT:Shannon & Wilson Work Order:1807184 Work Order Sample Summary Lab Sample ID Client Sample ID Date/Time ReceivedDate/Time Collected 1807184-001 S-1 06/26/2018 12:00 PM 07/16/2018 3:15 PM Note: If no "Time Collected" is supplied, a default of 12:00AM is assignedOriginal Page 2 of 9 C-48 Project:KLE SRS CLIENT:Shannon & Wilson 7/30/2018 Case Narrative 1807184 Date: WO#: WorkOrder Narrative: I. SAMPLE RECEIPT: Samples receipt information is recorded on the attached Sample Receipt Checklist. II. GENERAL REPORTING COMMENTS: Results are reported on a wet weight basis unless dry-weight correction is denoted in the units field on the analytical report ("mg/kg-dry" or "ug/kg-dry"). The validity of the analytical procedures for which data is reported in this analytical report is determined by the Laboratory Control Sample (LCS) and the Method Blank (MB). The LCS and the MB are processed with the samples to ensure method criteria are achieved throughout the entire analytical process. III. ANALYSES AND EXCEPTIONS: Exceptions associated with this report will be footnoted in the analytical results page(s) or the quality control summary page(s) and/or noted below. Original Page 3 of 9 C-49 7/30/2018 Qualifiers & Acronyms 1807184 Date Reported: WO#: Qualifiers: * - Flagged value is not within established control limits B - Analyte detected in the associated Method Blank D - Dilution was required E - Value above quantitation range H - Holding times for preparation or analysis exceeded I - Analyte with an internal standard that does not meet established acceptance criteria J - Analyte detected below Reporting Limit N - Tentatively Identified Compound (TIC) Q - Analyte with an initial or continuing calibration that does not meet established acceptance criteria (<20%RSD, <20% Drift or minimum RRF) S - Spike recovery outside accepted recovery limits ND - Not detected at the Reporting Limit R - High relative percent difference observed Acronyms: %Rec - Percent Recovery CCB - Continued Calibration Blank CCV - Continued Calibration Verification DF - Dilution Factor HEM - Hexane Extractable Material ICV - Initial Calibration Verification LCS/LCSD - Laboratory Control Sample / Laboratory Control Sample Duplicate MB or MBLANK - Method Blank MDL - Method Detection Limit MS/MSD - Matrix Spike / Matrix Spike Duplicate PDS - Post Digestion Spike Ref Val - Reference Value RL - Reporting Limit RPD - Relative Percent Difference SD - Serial Dilution SGT - Silica Gel Treatment SPK - Spike Surr - Surrogate Original www.fremontanalytical.com Page 4 of 9 C-50 Project:KLE SRS Client Sample ID:S-1 Collection Date:6/26/2018 12:00:00 PM Matrix:Soil Client:Shannon & Wilson Lab ID:1807184-001 Analyses Result Qual Units Date AnalyzedDFRL Analytical Report 7/30/2018 1807184 Date Reported: Work Order: Cation Exchange Capacity by EPA 9081 Analyst:WCBatch ID:R44929 Cation Exchange Capacity 7/24/2018 4:11:53 PM1.00 meq/100g 117.4 Sample Moisture (Percent Moisture)Analyst:EASBatch ID:R44746 Percent Moisture 7/17/2018 10:34:31 AM0.500 wt% 15.36 Organic Matter of Organic Soils by ASTM D2974 Analyst:GMBatch ID:R45059 Organic Matter 7/24/2018 3:40:16 PM0.500 % 14.17 Original Page 5 of 9 C-51 Project:KLE SRS CLIENT:Shannon & Wilson Work Order:1807184 QC SUMMARY REPORT Cation Exchange Capacity by EPA 9081 7/30/2018Date: Sample ID MB-R44929 Batch ID:R44929 Analysis Date:7/24/2018 Prep Date:7/24/2018 Analyte Result SPK value SPK Ref Val %REC RPD Ref Val %RPDLowLimitHighLimit RPDLimit Qual Units:meq/100g RL Client ID:MBLKS RunNo:44929 SeqNo:868870 MBLKSampType: Cation Exchange Capacity 1.00ND Sample ID LCS-R44929 Batch ID:R44929 Analysis Date:7/24/2018 Prep Date:7/24/2018 Analyte Result SPK value SPK Ref Val %REC RPD Ref Val %RPDLowLimitHighLimit RPDLimit Qual Units:µg/L RL Client ID:LCSS RunNo:44929 SeqNo:868871 LCSSampType: Sodium 1,000 104 75 12510001,040 Sample ID 1807184-001ADUP Batch ID:R44929 Analysis Date:7/24/2018 Prep Date:7/24/2018 Analyte Result SPK value SPK Ref Val %REC RPD Ref Val %RPDLowLimitHighLimit RPDLimit Qual Units:meq/100g RL Client ID:S-1 RunNo:44929 SeqNo:868873 DUPSampType: Cation Exchange Capacity 301.00 17.35 3.5816.7 Original Page 6 of 9 C-52 Project:KLE SRS CLIENT:Shannon & Wilson Work Order:1807184 QC SUMMARY REPORT Sample Moisture (Percent Moisture) 7/30/2018Date: Sample ID 1807182-001ADUP Batch ID:R44746 Analysis Date:7/17/2018 Prep Date:7/17/2018 Analyte Result SPK value SPK Ref Val %REC RPD Ref Val %RPDLowLimitHighLimit RPDLimit Qual Units:wt% RL Client ID:BATCH RunNo:44746 SeqNo:865269 DUPSampType: Percent Moisture 200.500 20.65 8.6018.9 Original Page 7 of 9 C-53 Date Received:7/16/2018 3:15:00 PM Client Name:SW Work Order Number:1807184 Sample Log-In Check List Clare GriggsLogged by: Item Information How was the sample delivered?Client Is Chain of Custody complete?Yes No Not Present Was an attempt made to cool the samples?Yes No NA Are samples properly preserved?Yes No Was preservative added to bottles?Yes No NA Did all samples containers arrive in good condition(unbroken)?Yes No Does paperwork match bottle labels?Yes No Are matrices correctly identified on Chain of Custody?Yes No Is it clear what analyses were requested?Yes No Is there headspace in the VOA vials?Yes No NA 1. 2. 6. 10. 11. 12. 13. 14. 15. 16. 17.Were all holding times able to be met?Yes No Chain of Custody Log In 7.Were all items received at a temperature of >0°C to 10.0°C Yes No NA 8.Sample(s) in proper container(s)?Yes No 9.Sufficient sample volume for indicated test(s)?Yes No Refer to item information. Special Handling (if applicable) 18. 19. Was client notified of all discrepancies with this order?Yes No NA Person Notified:Date Regarding: Via:eMail Phone Fax In Person Additional remarks: Client Instructions: By Whom: Coolers are present?Yes No NA3. Unknown prior to receipt. No cooler present. Shipping container/cooler in good condition?Yes No4. Custody Seals present on shipping container/cooler? (Refer to comments for Custody Seals not intact) Yes No Not Required5. * Item #Temp ºC Sample 27.6 Page 1 of 1Note: DoD/ELAP and TNI require items to be received at 4°C +/- 2°C* Original Page 8 of 9 C-54 100953-001 APPENDIX C IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ ENVIRONMENTAL REPORT C-55 C-56 Page 1 of 2 1/2019 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants Dated: Attachment to and part of Report 100953-001 Date:December 12, 2019 To:Mr. David Dinkuhn, PE Parametrix IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ ENVIRONMENTAL REPORT CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT’S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project-specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope-of-service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. C-57 Page 2 of 2 1/2019 A REPORT’S CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant’s report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report’s recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report”s recommendations if another party is retained to observe construction. THE CONSULTANT’S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report’s limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports, and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant’s liabilities to other parties; rather, they are definitive clauses that identify where the consultant’s responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland C-58 City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 1 of 17 City of Bremerton Project No. 315004 Federal Aid Project No. SRTS-6590(002) Kitsap Lake Elementary Safe Routes to School Addendum #1 Date of Issue: March 27, 2020 Date of Opening: Unchanged – April 10, 2020, 1:00 p.m. Notice to All Plan holders: This Addendum #1, containing the following revisions, additions, deletions and/or clarifications, is hereby made part of the Plan and Contract Documents for the above-named project. Bidders shall take this Addendum into consideration when preparing and submitting their Bids and it shall be attached to the Contract Documents. Contractors shall acknowledge receipt of this Addendum #1 in the place provided on the Bid Submittal Sheet. Failure to do so may disqualify the Bidder from consideration of its Bid. Modifications to the Contract Documents ITEM #1 Table of Contents; DELETE existing page iv and REPLACE with the attached. Appendix D has been added to the table of contents. ITEM #2 Notice Inviting Bids (NIB); DELETE the NIB and REPLACE with the attached. The UDBE mandatory goal has been changed from 4% to 7%. ITEM #3 Schedule of Prices; DELETE the existing Schedule of Prices and REPLACE with the attached. The Item No. 39 description has been changed, Item A40 has been added, and item numbers 40 through 73 have been adjusted upward by 1. The quantity for item A69 (new number) Plastic Line – 4 In. Double Yellow Centerline has changed from 450 LF to 3755 LF. The quantity City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 2 of 17 for item A70 (new number) Plastic Line – 4 In. Skip line has changed from 3,450 LF to 76 LF. No other quantities have been modified. Modifications to the Special Provisions ITEM #4 DELETE Section 1-07.11 and REPLACE with the following (the UDBE mandatory goal has been changed from 4% to 7%): 1-07.11 Requirements for Nondiscrimination (December 19, 2019 APWA GSP, Option B) Supplement this section with the following: Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker – A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description – Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory – A database of all Minority, Women, and Disadvantaged Business Enterprises, including those identified as a UDBE, currently certified by Washington State. The on-line Directory is available to Bidders for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitycompliance.com. Commercially Useful Function (CUF) – 49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 3 of 17 determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors.” Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington State Office of Minority and Women’s Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of DBE. Force Account Work – Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts – Efforts to achieve the UDBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Reasonable Fee (DBE) – For purposes of Brokers or service providers a reasonable fee shall not exceed 5% of the total cost of the goods or services brokered. Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers’ own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. Underutilized Disadvantaged Business Enterprise (UDBE) – A DBE Firm that is underutilized based on WSDOT’s Disparity Study. UDBE Commitment – The dollar amount the Bidder indicates they will be subcontracting to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be incorporated into the Contract and shall be considered a City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 4 of 17 Contract requirement. Any changes to the UDBE Commitment require the Engineer’s approval. UDBE Condition of Award (COA) Goal – An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). UDBE COA Goal The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of: *** 7 percent *** Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces and is certified to perform. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor’s resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is not allowed. When the subcontractor is part of a UDBE Commitment, the following apply: City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 5 of 17 1. If a UDBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the UDBE COA Goal only if the Lower-Tier Subcontractor is also a UDBE. 2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, but not a UDBE, may be counted as DBE participation but not counted toward the UDBE COA Goal. 3. Work subcontracted to a non-DBE does not count towards the UDBE COA Goal nor DBE participation. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. DBE Service Provider The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Bidder elects to utilize force account Work to meet the UDBE COA Goal, as demonstrated by listing this force account Work on the UDBE Utilization Certification Form, for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be credited toward the Bidder’s Commitment to meet the UDBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards UDBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests). If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 6 of 17 also certified as a supplier of those materials. In situations where the DBE’s work is priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The DBE who leases additional trucks from another DBE firm receives credit for the value of the transportation services the lessee DBE provides on the Contract. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a truck leasing company (recognized truck rental center), but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE, participation may count towards the UDBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. If the DBE regular dealer is a UDBE, participation may count towards the UDBE COA Goal. DBE firms proposed to be used as a Regular Dealer must be approved before being listed as a COA/used on a project. The WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the UDBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five calendar days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, can count as DBE participation provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 7 of 17 charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE participation. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women’s Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Underutilized Disadvantaged Business Enterprise Utilization The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification with the Bidder’s sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder’s UDBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization Certification (WSDOT Form 272-056U) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the UDBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a UDBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal. Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s) The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder’s completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. The Confirmation Documents provide confirmation from the UDBEs that they are participating in the Contract as provided in the Bidder’s Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A UDBE Written Confirmation Document (WSDOT Form 422-031U) is included in the Proposal package for this purpose. City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 8 of 17 The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a UDBE, the validity of the document comes into question. The associated UDBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization Certification. Achieving the UDBE COA Goal may be accomplished in one of two ways: 1. By meeting the UDBE COA Goal Submission of the UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s) showing the Bidder has obtained enough UDBE participation to meet or exceed the UDBE COA Goal, the UDBE Bid Item Breakdown and the UDBE Trucking Credit Form, if applicable. 2. By documentation that the Bidder made adequate GFE to meet the UDBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s), the UDBE Bid Item Breakdown form and the UDBE Trucking Credit Form, if applicable. Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised UDBE COA Goal. GFE documentation, the UDBE Bid Item Breakdown form, and the UDBE Trucking Credit Form, if applicable, shall be submitted as specified in Section 1-02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 9 of 17 GFE is evaluated when: 1. Determining award of a Contract that has COA goal, 2. When a COA UDBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its UDBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder’s GFE to achieve UDBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. 1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified UDBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the UDBEs to respond to the solicitation. The Bidder must determine with certainty if the UDBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by UDBEs in order to increase the likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate UDBE participation, even when the Bidder might otherwise prefer to perform these Work items with its own forces. 3. Providing interested UDBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested UDBEs. It is the Bidder’s responsibility to make a portion of the Work available to UDBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available UDBE subcontractors and suppliers, so as to facilitate UDBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of UDBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for UDBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm’s price and capabilities as well as the UDBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using UDBEs is not in itself sufficient reason for a Bidder’s failure to meet the UDBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Bidder to perform the Work of a Contract with its own organization does not relieve the Bidder of the City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 10 of 17 responsibility to make Good Faith Efforts. Bidders are not, however, required to accept higher quotes from UDBEs if the price difference is excessive or unreasonable. 4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Bidder’s standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Bidder’s efforts to meet the UDBE COA Goal. 5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Bidder. 6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors’ groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of UDBEs. 8. Documentation of GFE must include copies of each UDBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a UDBE for Work on the Contract. (ref. updated DBE regulations – 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder’s GFE documentation shall be made by an official who did not take part in the original determination. • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder’s position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. UDBE Bid Item Breakdown The Bidder shall submit a UDBE Bid Item Breakdown Form (WSDOT Form 272-054) as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 11 of 17 UDBE Trucking Credit Form The Bidder shall submit a UDBE Trucking Credit Form (WSDOT Form 272-058), as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. Note: The UDBE Trucking Credit Form is only required for a UDBE Firm listed on the UDBE Utilization Certification as a subcontractor for “Trucking” or “Hauling” and are performing a part of a bid item. For example, if the item of Work is Structure Excavation including Haul, and another firm is doing the excavation and the UDBE Trucking firm is doing the haul, the form is required. For a UDBE subcontractor that is responsible for an entire item of work that may require some use of trucks, the form is not required. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond or deposit. 1. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform “all” of these functions on a furnish-and-install contract, it has not performed a CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be provided prior to the Subcontractor beginning Work. Any use of the Contractor’s equipment by a DBE may not be credited as countable participation. City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 12 of 17 The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE itself shall own and operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE’s payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. • Leased trucks shall display the name and identification number of the DBE. UDBE/DBE/FSBE Truck Unit Listing Log In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE Truck Unit Listing Log (WSDOT Form 350-077), copy of vehicle registrations, and all Rental/Lease agreements (if applicable). The supplemental information shall be submitted to the Engineer prior to any trucking services being performed for DBE credit. Incomplete or incorrect supplemental information will be returned for correction. The corrected Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit Listing Log may result in trucks not being credited as DBE participation. Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week after the work was performed. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 13 of 17 Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must “be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself.” The Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE’s participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt payment requirements apply to progress payments as well as return of retainage. Subcontracts Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be submitted by email to the following email address ***Andrea.Archer-Parsons@ci.bremerton.wa.us*** The prime contractor shall notify the Engineer in writing within five calendar days of subcontract submittal. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to UDBE City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 14 of 17 The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA UDBEs. Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA UDBE. The Contractor may be directed to substitute for the Work in such instances. Contractor Initiated Changes The Contractor cannot reduce the amount of work committed to a COA UDBE without good cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a UDBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another UDBE. Contractor Proposed DBE Substitutions Requests to substitute a COA UDBE must be for good cause (see UDBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a UDBE with another certified UDBE. When any changes between Contract Award and Execution result in a substitution of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the Contract. UDBE Termination Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE without the written approval of the Engineer, the Contractor shall not be entitled to credit towards the UDBE COA Goal for any payment for work or material performed/supplied by the COA UDBE. In addition, sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA UDBE. Good cause typically includes situations where the UDBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The UDBE fails or refuses to execute a written contract. • The UDBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 15 of 17 • The UDBE fails or refuses to meet the Contractor’s reasonable nondiscriminatory bond requirements. • The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The UDBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The UDBE voluntarily withdraws from the project, and provides written notice of its withdrawal. • The UDBE’s work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The UDBE’s owner dies or becomes disabled with the result that the UDBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA UDBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA UDBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA UDBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the UDBE’s Work). Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for doing so. The UDBE shall have five (5) days to respond to the Contractor’s notice. The UDBE’s response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. When a COA UDBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another UDBE or provide documentation of GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. Decertification When a DBE is “decertified” from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 16 of 17 Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non-responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the UDBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity’s ability to participate in future contracts. Sanctions If it is determined that the Contractor’s failure to meet all or part of the UDBE COA Commitment is due to the Contractor’s inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. ITEM #5 DELETE Sections 8-09.5 and REPLACE with the following (description for Raised Pavement Marker Type 2 Yellow was changed and a new item was added: City of Bremerton Kitsap Lake Elementary Safe Routes to School March 27, 2020 Addendum No. 1 Page 17 of 17 8-09.5 Payment Section 8-09.5 is supplemented with the following: “Raised Pavement Marker Type 2 Blue”, per each. “Raised Pavement Marker Type 2 YY (Yellow)”, per each. “Raised Pavement Marker Type 2 Y (Yellow)”, per hundred. Modifications to the Plans ITEM #6 Channelization Plans; DELETE existing Channelization Plans sheets 47 through 55 and REPLACE with the attached. The centerline stripe has been modified as described in the revision description in the sheets. Appendices ITEM #7 APPENDIX: Add new Appendix D (Traffic Details) attached. ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. All questions in regards to this addendum shall be addressed to Andrea Archer Parsons, project manager for the City of Bremerton, at 360-473-2317 – andrea.archer.parsons@ci.bremerton.wa.us. Sincerely, David Dinkuhn, PE Attachments: Table of Contents – page iv Notice Inviting Bids Schedule of Prices Channelization Plans Appendix D – Traffic Details 233-1896-148 iv March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Table of Contents APPENDICES A WAGE RATES B CONSTRUCTION FORMS C GEOTECHNICAL REPORT D TRAFFIC DETAILS City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 233-1896-148 March 2020 Notice Inviting Bids I-1 NOTICE INVITING BIDS FOR KITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOLS RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 Sixth Street, Bremerton, Washington 98337 until 1:00 P.M. PST as shown on the wall clock inside the City Clerk’s office on April 10, 2020, for the project Kitsap Lake Elementary Safe Routes to Schools. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 1:00 P.M. on April 10, 2020, in the office of the City Clerk at 345 Sixth Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be physically completed within one hundred twenty (120) working days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract consists of improvements of Harlow Drive, Francis Drive, Lyle Avenue, and Carr Boulevard and includes, but is not limited to, demolition, grading, hot mix asphalt, permeable concrete sidewalks, curb ramps, driveway approaches, curb and gutter, cdf check dam, storm drains, replace meter box, relocate mailbox, channelization, RRFBs, permanent signing, illumination, and temporary traffic control. All work shall be performed in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on the ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e- arc.com/locations/tacoma, click on the ‘Enter Public Planroom’ link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.cs@e-arc.com. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Kitsap Lake Elementary Safe Routes to Schools. BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 233-1896-148 March 2020 Notice Inviting Bids I-2 PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by Phone/Email: Andrea Archer-Parsons, P.E. Telephone: (360) 473-2317 Email: Andrea.Archer-Parsons@ci.bremerton.wa.gov Communication by Mail: Public Works and Utilities Engineering Division 345 Sixth Street, Suite 100 Bremerton, WA 98337 ATTN: Andrea Archer-Parsons, P.E. CITY’S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or additives or to waive any informalities in the bidding and shall determine which bid or bidders is the most 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. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 7% has been established for this project. The 7% mandatory goal applies to all work on the project. Published: Daily Journal of Commerce: 03/20/2020 and 04/03/2020 Kitsap Sun: 03/20/2020 and 04/03/2020 END OF NOTICE INVITING BIDS 233-1896-148 I-11 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices SCHEDULE OF PRICES KITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOLS Date: _______________, 2020 SCHEDULE A – ROADWAY Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A1. 1-04 MINOR CHANGE 1 CALC $70,000 $70,000 A2. SP 1-05 ROADWAY SURVEYING 1 LS $ $ A3. SP 1-05 RECORD DRAWINGS (MINIMUM BID $2,500) 1 LS $ $ A4. 1-07 SPCC PLAN 1 LS $ $ A5. 1-09 MOBILIZATION 1 LS $ $ A6. SP 1-10 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS $ $ A7. 2-01 CLEARING AND GRUBBING 1 LS $ $ A8. SP 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS $ $ A9. SP 2-02 REMOVE ASPHALT CONC. PAVEMENT 5,354 SY $ $ A10. SP 2-02 REMOVE CEMENT CONC. PAVEMENT 327 SY $ $ A11. SP 2-02 REMOVE CEMENT CONC. CURB AND GUTTER 232 LF $ $ A12. SP 2-02 POTHOLE EXISTING UTILITY 10 EACH $ $ A13. 2-03 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 125 CY $ $ A14. SP 2-03 GRAVEL BORROW INCL. HAUL 1,554 TON $ $ A15. 2-03 ROADWAY EXCAVATION INCL. HAUL 1,378 CY $ $ A16. SP 4-04 CRUSHED SURFACING TOP COURSE 1,334 TON $ $ A17. SP 4-04 CRUSHED SURFACING BASE COURSE 612 TON $ $ A18. SP 4-04 PERMEABLE BALLAST 534 TON $ $ 233-1896-148 I-12 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A19. SP 4-04 CRUSHED SURFACING CHOKER COURSE 306 TON $ $ A20. SP 5-04 PLANING BITUMINOUS PAVEMENT 1,258 SY $ $ A21. SP 5-04 HMA CL. 1/2 IN. PG 58H-22 1,525 TON $ $ A22. SP 5-04 HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 58H-22 21 TON $ $ A23. SP 5-04 PAVEMENT REPAIR EXCAVATION INCL. HAUL 185 SY $ $ A24. SP 5-04 CRACK SEALING 1 EST $5,000 $5,000 A25. SP 5-06 PERVIOUS CONCRETE PAVEMENT – SIDEWALK 2,342 SY $ $ A26. SP 6-20 REDI-ROCK FILL WALL 1,032 SF $ $ A27. SP 6-20 REDI-ROCK CUT WALL 477 SF $ $ A28. SP 8-01 TESC PLAN 1 LS $ $ A29. SP 8-01 TEMPORARY EROSION AND SEDIMENT CONTROL 1 LS $ $ A30. 8-01 SILT FENCE 3,422 LF $ $ A31. 8-01 HIGH VISIBILITY FENCE 802 LF $ $ A32. SP 8-02 HYDROSEED 4,044 SY $ $ A33. SP 8-02 TOPSOIL TYPE A 449 CY $ $ A34. SP 8-04 CEMENT CONC. TRAFFIC CURB AND GUTTER 4,273 LF $ $ A35. SP 8-04 CDF CHECK DAM 1,100 LF $ $ A36. SP 8-06 CEMENT CONC. DRIVEWAY ENTRANCE TYPE II 569 SY $ $ A37. SP 8-06 CEMENT CONC. DRIVEWAY ENTRANCE TYPE III 267 SY $ $ A38. SP 8- 09.5 RAISED PAVEMENT MARKER TYPE 2 BLUE 5 EACH $ $ A39. SP 8- 09.5 RAISED PAVEMENT MARKER TYPE 2 YY (YELLOW) 12 EACH $ $ A40. SP8- 09.5 RAISED PAVEMENT MARKER TYPE 2 Y (YELLOW) 0.11 HUND RED $ $ 233-1896-148 I-13 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A41. SP 8-13 ADJUST MONUMENT CASE AND COVER 1 EACH $ $ A42. SP 8-13 REPLACE PROPERTY CORNERS 1 LS $ $ A43. SP 8-14 CEMENT CONC. CURB RAMP TYPE PARALLEL A 2 EACH $ $ A44. SP 8-14 CEMENT CONC. CURB RAMP TYPE PARALLEL B 5 EACH $ $ A45. SP 8-14 CEMENT CONC. CURB RAMP TYPE WHEELCHAIR RAMP TYPE A 2 EACH $ $ A46. SP 8-14 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 6 EACH $ $ A47. SP 8-14 CEMENT CONC. SIDEWALK 879 SY $ $ A48. SP 8-14 CEMENT CONC. RAISED CROSSWALK 139 SY $ $ A49. SP 8-14 DETECTABLE WARNING SURFACE 2 EACH $ $ A50. SP 8- 20.5 ILLUMINATION SYSTEM, COMPLETE 1 LS $ $ A51. SP 8- 20.5 INSTALL RRFB ASSEMBLY, COMPLETE 6 EACH $ $ A52. SP 8- 20.5 INSTALL FLASHING BEACON ASSEMBLY, COMPLETE 2 EACH $ $ A53. SP 8- 20.5 TYPE 1 J-BOX 12 EACH $ $ A54. SP 8- 20.5 TYPE 2 J-BOX 4 EACH $ $ A55. SP 8- 20.5 CONDUIT PIPE 1 IN. DIAM. (SCHEDULE 80) 24 LF $ $ A56. SP 8- 20.5 CONDUIT PIPE 1-1/2 IN. DIAM. (SCHEDULE 80) 155 LF $ $ A57. SP 8- 20.5 CONDUIT PIPE 2 IN. DIAM. (SCHEDULE 80) 620 LF $ $ A58. SP 8- 20.5 CONDUIT PIPE 1-1/2 IN. DIAM. (SCHEDULE 40) 1,245 LF $ $ 233-1896-148 I-14 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A59. SP 8- 20.5 CONDUIT PIPE 2 IN. DIAM. (SCHEDULE 40) 1,210 LF $ $ A60. SP 8- 21.5 REMOVE TRAFFIC SIGN 34 EACH $ $ A61. SP 8- 21.5 TRAFFIC SIGN 89 EACH $ $ A62. SP 8- 21.5 RELOCATE TRAFFIC SIGN 9 EACH $ $ A63. SP 8- 22.5 PLASTIC CROSSWALK LINE 1,322 SF $ $ A64. SP 8- 22.5 REMOVE CROSSWALK LINE 1 LS $ $ A65. SP 8- 22.5 PLASTIC STOP LINE 98 LF $ $ A66. SP 8- 22.5 RAISED SCHOOL CROSSWALK SYMBOL 4 EACH $ $ A67. SP 8- 22.5 PLASTIC TRAFFIC LETTER 12 EACH $ $ A68. 8-22.5 PLASTIC LINE - WHITE 4-IN. PAVING EDGE LINE 3,500 LF $ $ A69. 8-22.5 PLASTIC LINE – 4-IN. DOUBLE YELLOW CENTERLINE 450 LF $ $ A70. 8-22.5 PLASTIC LINE - YELLOW 4-IN. SKIP LINE 3,450 LF $ $ A71. 8-22.5 PLASTIC LINE - YELLOW 4-IN. MEDIAN TYPE A SPRAY THERMOPLASTIC 153 LF $ $ A72. SP 8-30 ALUMINUM GUARDRAIL 229 LF $ $ A73. SP 8-31 RELOCATE MAILBOX 31 EACH $ $ A74. SP 8-31 TEMPORARY MAILBOX 31 EACH $ $ Subtotal Schedule A (Bid Items A1–A74): $ TOTAL SCHEDULE A (Bid Items A1–A74): $ Schedule A Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(1) State Sales Tax – Rule 171. 233-1896-148 I-15 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices SCHEDULE B – STORM SEWER Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount B1. 1-04 MINOR CHANGE 1 CALC $15,000 $15,000 B2. 1-09 MOBILIZATION 1 LS $ $ B3. 2-09 SHORING OR EXTRA EXCAVATION CLASS B 13,704 SF $ $ B4. SP 7-01 4 IN. PERF. UNDERDRAIN 278 LF $ $ B5. SP 7-01 UNDERDRAIN CLEANOUT 2 EACH $ $ B6. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM. 2,952 LF $ $ B7. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 18 IN. DIAM. 47 LF $ $ B8. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 30 IN. DIAM. 279 LF $ $ B9. SP 7-04 DUCTILE IRON SEWER PIPE 8 IN. DIAM. 138 LF $ $ B10. SP 7-04 DUCTILE IRON SEWER PIPE 12 IN. DIAM. 293 LF $ $ B11. SP 7-04 BANK RUN GRAVEL FOR TRENCH BACKFILL 811 CY $ $ B12. SP 7-05 ADJUST CATCH BASIN OR MANHOLE 17 EACH $ $ B13. SP 7-05 CATCH BASIN TYPE 1 20 EACH $ $ B14. SP 7-05 CATCH BASIN TYPE 2 48 IN. DIAM. 5 EACH $ $ B15. SP 7-05 CATCH BASIN TYPE 2 54 IN. DIAM. 5 EACH $ $ B16. SP 7-05 CONCRETE INLET 9 EACH $ $ B17. SP 7-08 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 578 CY $ $ B18. SP 7-08 UNSUITABLE PIPE FOUNDATION EXCAVATION INCL. HAUL 100 CY $ $ Subtotal Schedule B (Bid Items B1–B18): $ TOTAL SCHEDULE B (Bid Items B1–B18): $ Schedule B Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(1) State Sales Tax – Rule 171. 233-1896-148 I-16 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices SCHEDULE C – WATER Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount C1. 1-04 MINOR CHANGE 1 CALC $15,000 $15,000 C2. 1-09 MOBILIZATION 1 LS $ $ C3. SP 7-12 ADJUST VALVE COVER INCL. VALVE BOX 12 EACH $ $ C4. SP 7-15 REPLACE METER BOX 25 EACH $ $ Subtotal Schedule C (Bid Items C1–C4): $ Sales Tax (9%): $ TOTAL SCHEDULE C (Bid Items C1–C4): $ Schedule C Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(2) State Sales Tax – Rule 170. 233-1896-148 I-17 March 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 1 Schedule of Prices BID SUMMARY ROADWAY – TOTAL SCHEDULE A (Bid Items A1–A74): $ STORM SEWER – TOTAL SCHEDULE B (Bid Items B1–B18): $ WATER – TOTAL SCHEDULE C (Bid Items C1–C4): $ TOTAL SCHEDULES A + B + C: $ END OF PROPOSAL FORM 100+00101+00102+00103+00104+00PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH1 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:24:53 PM HARLOW DRIVEKITSAP WAY MATCHLINE - STA 104+50 SEE CH2LEGENDSIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 100+00 TO STA 104+50CH147PLANSIGNING CONSTRUCTION NOTES:GENERAL NOTES:CHANNELIZATION NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-1R1-11 AND 6III HIGH INTENSITYPRISMATICSTOP100+63.0237.51 LT5RED/WHITEREMOVE/NEW30" x 30"S-2R2-13III HIGH INTENSITYPRISMATIC25 MPH SPEED LIMIT101+75.0021.0' RWHITE/BLACKNEW24” X 30”S-3R2-11NA25 MPH SPEED LIMIT--WHITE/BLACKREMOVE24” X 30”S-4R4-7A1 AND 6III HIGH INTENSITYPRISMATICKEEP RIGHT102+85.5616.0' LT6WHITE/BLACKREMOVE/NEW24" x 30"S-5W3-1A1 AND 6III HIGH INTENSITYPRISMATICSYMBOL STOP AHEAD103+55.5016.0' LT6YELLOW/BLACKREMOVE/NEW30" x 30"3/25/20 105+00106+00107+00108+00109+00700+00701+00 PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH2 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:00 PM HARLOW DRIVEFRANCIS DRIVEMATCHLINE - STA 109+50 SEE CH3MATCHLINE - STA 104+50 SEE CH1LEGEND SIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 104+50 TO STA 109+50CH248GENERAL NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-6R1-18NASTOP700+31.8118.45' LT5RED/WHITERELOCATE30” X 30”S-7D-38NAHARLOW DR (DOUBLE SIDED)700+31.8118.45' LT5GREEN/WHITERELOCATE6" X 24"S-8D-38NAFRANCIS DR (DOUBLE SIDED)700+31.8118.45' LT5GREEN/WHITERELOCATE6" X 24"S-9W8-91NADROP OFF--YELLOW/BLACKREMOVE24" X 24"S-10SPECIAL*9NAKITSAP LAKE BOAT LAUNCHSOUTH END OF LAKE ↑106+87.4221.80' RTGREEN/WHITERELOCATE12" X 36"SIGNING CONSTRUCTION NOTES:CHANNELIZATION NOTES:3/25/20 110+00111+00112+00113+00114+00PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH3 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:05 PM HARLOW DRIVELAKEHURST DRIVE NWMATCHLINE - STA 114+50 SEE CH4 MATCHLINE - STA 109+50 SEE CH2LEGEND SIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 109+50 TO STA 114+50CH349GENERAL NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-11S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING114+05.0021.0' RTYELLOW/BLACKNEW36” X 36”S-12W16-9P3VIII SUPER HIGHPERFORMANCEAHEAD114+05.0021.0' RTYELLOW/BLACKNEW24” X 12”SIGNING CONSTRUCTION NOTES:CHANNELIZATION NOTES:3/25/20 115+00116+00117+00118+00119+00PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH4 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:10 PM HARLOW DRIVEMAPLE VIEWDRIVE EASTLAKE DRIVE MATCHLINE - STA 119+50 SEE CH5MATCHLINE - STA 114+50 SEE CH3LEGENDSIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 114+50 TO STA 119+50CH450GENERAL NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-13S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING114+84.9715.12' LT6YELLOW/BLACKNEW36” X 36”S-14W16-7PL6VIII SUPER HIGHPERFORMANCEARROW114+84.9715.12' LT6YELLOW/BLACKNEW24’ X 12’S-15S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING114+85.1421.0' RTYELLOW/BLACKNEW36” X 36”S-16W16-7PL3VIII SUPER HIGHPERFORMANCEARROW114+85.1421.0' RTYELLOW/BLACKNEW24” X 12”S-17R2-11 AND 6VIII SUPER HIGHPERFORMANCE25 MPH SPEED LIMIT116+56.1015.0' LT6WHITE/BLACKREMOVE/NEW24" X 30”S-18S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING115+86.2415.0' LT6YELLOW/BLACKNEW36’ X 36’S-19W16-9P6VIII SUPER HIGHPERFORMANCEAHEAD115+86.2415.0' LT6YELLOW/BLACKNEW24” X 12”S-20R1-18NASTOP119+42.8626.32' RT3.5RED/WHITERELOCATE30” X 30”S-21D-38NAHARLOW DR (DOUBLE SIDED)119+42.8626.32' RT3.5GREEN/WHITERELOCATE6" X 24"S-22D-38NAEASTLAKE DR (DOUBLESIDED)119+42.8626.32' RT3.5GREEN/WHITERELOCATESIGNING CONSTRUCTION NOTES:CHANNELIZATION NOTES:3/25/20 120+00121+00122+00123+00124+00-10.4%PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH5 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:17 PM HARLOW DRIVEKITSAP DRIV E MAT C H L I N E - S T A 1 2 4 + 0 0 S E E C H 6 MATCHLINE - STA 119+50 SEE CH4LEGEND SIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 119+50 TO STA 124+00CH551GENERAL NOTES:SIGN NOTESIGN CODE WSDOTOR MUTCD*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-23S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING121+33.8621.0' RTYELLOW/BLACKNEW36’ X 36’S-24W16-9P3VIII SUPER HIGHPERFORMANCEAHEAD121+33.8621.0' RTYELLOW/BLACKNEW24” X 12”S-25S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING122+37.8121.30' LT12.5YELLOW/BLACKNEW36” X 36”S-26W16-7PL6VIII SUPER HIGHPERFORMANCEARROW122+37.8121.30' LT12.5YELLOW/BLACKNEW24’ X 12’S-27S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING122+39.2321.36' RTYELLOW/BLACKNEW36” X 36”S-28W16-7PL3VIII SUPER HIGHPERFORMANCEARROW122+39.2321.36' RTYELLOW/BLACKNEW24” X 12”S-29S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING123+52.3814.0' LT5YELLOW/BLACKNEW36’ X 36’S-30W16-9P6VIII SUPER HIGHPERFORMANCEAHEAD123+52.3814.0' LT5YELLOW/BLACKNEW24” X 12”S-31W1-2 (L)1 AND 6III HIGH INTENSITYPRISMATICCURVE SIGN LEFT123+96.8814.0' LT5YELLOW/BLACKREMOVE/NEW30” X 30”S-32R2-11 AND 3III HIGH INTENSITYPRISMATIC25 MPH SPEED LIMIT123+43.9221.0' RTWHITE/BLACKREMOVE/NEW24” X 30”SIGNING CONSTRUCTION NOTES:CHANNELIZATION NOTES:3/25/20 124+00125+00126+00127+00128+00129+00PLANFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH6 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:25 PM HARLOW DRIVEOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comMATCHLINE - STA 129+00 SEE CH7MATCHLINE - STA 124+00 SEE CH5LEGENDSIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 124+00 TO STA 129+00CH652GENERAL NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-33S4-5*3VIII SUPER HIGHPERFORMANCESCHOOL SPEED ZONE AHEAD20 MPH128+14.6121.0' RTYELLOW/BLACKNEW30” X 30”S-34S1-11NASCHOOL CROSSING--YELLOW/BLACKREMOVE30” X 30”SIGNING CONSTRUCTION NOTES:CHANNELIZATION NOTES:3/25/20 129+00130+00131+00132+00133+00134+00400 + 0 0 300+00 301+00302+00303+00303+75OFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comHARLOW DRIVEMATCHLINE - STA 129+00 SEE CH6CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVE STA 129+00 TO STA 134+00LYLE AVE STA 300+00 TO STA 303+00CH753SIGNING SCHEDULE:SIGNING CONSTRUCTION NOTES:GENERAL NOTES:CHANNELIZATION NOTES:SIGNING SCHEDULE (CONT.):SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-35R2-16III HIGH INTENSITYPRISMATIC25 MPH129+20.3715.0' LT6WHITE/BLACKNEW/END SCHOOL ZONE24” X 30”S-36S5-26III HIGH INTENSITYPRISMATICEND SCHOOL ZONE129+20.3715.0' LT6WHITE/BLACKNEW/END SCHOOL ZONE24” X 30”S-37S4-34VIII SUPER HIGHPERFORMANCESCHOOL129+15.3721.75' RTYELLOW/BLACKNEW/SCHOOL FLASHER24” X 8”S-38R2-14III HIGH INTENSITYPRISMATIC20 MPH129+15.3721.75' RTWHITE/BLACKNEW/SCHOOL FLASHER24” X 30”S-39S4-44III HIGH INTENSITYPRISMATICWHEN FLASHING129+15.3721.75' RTWHITE/BLACKNEW/SCHOOL FLASHER24” X 10”S-40S5-21NAEND SCHOOL ZONE--WHITE/BLACKREMOVE FROM POWER POLEEND SCHOOL ZONE24” X 30”S-41S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING130+29.5521.0' RTYELLOW/BLACKNEW36” X 36”S-42W16-9P3VIII SUPER HIGHPERFORMANCEAHEAD130+29.5521.0' RTYELLOW/BLACKNEW24” X 12”S-43S4-31NASCHOOL--YELLOW/BLACKREMOVE24” X 8”S-44R2-11NA20 MPH--WHITE/BLACKREMOVE24” X 30”S-45S4-2P1NAWHEN CHILDREN ARE PRESENT--WHITE/BLACKREMOVE24” X 10”S-46SPECIAL*3III HIGH INTENSITYPRISMATICRAISED CROSS WALK131+04.6621.0' RTYELLOW/BLACKNEW ADVANCED WARNING30” X 30”S-47W13-13III HIGH INTENSITYPRISMATIC15 MPH131+04.6621.0' RTYELLOW/BLACKNEW ADVANCED WARNING18” X 18”S-48W17-19NASPEED HUMPS AHEAD301+75.4517.75' RTYELLOW/BLACKRelocateS-49W13-1P9NA15 MPH301+75.4517.75' RTYELLOW/BLACKRelocateS-50S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING301+24.8014.41' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-51W16-7PL5VIII SUPER HIGHPERFORMANCEARROW301+24.8014.41' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB24’ X 12’S-52S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING301+24.8014.41' LTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-53W16-7PR5VIII SUPER HIGHPERFORMANCEARROW301+24.8014.41' LTYELLOW/BLACKNEW FACE NORTH ON RRFB24’ X 12’S-54S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING132+26.2513.59' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-55S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING132+26.2513.59' LTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-56W16-7PL5VIII SUPER HIGHPERFORMANCEARROW132+26.2513.59' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB24” X 12”S-57W16-7PR5VIII SUPER HIGHPERFORMANCEARROW132+26.2513.59' LTYELLOW/BLACKNEW FACE NORTH ON RRFB24” X 12”S-58S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING132+14.0516.9' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-59W16-7PL5VIII SUPER HIGHPERFORMANCEARROW132+14.0516.9' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB24’ X 12’S-60S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING132+14.0516.9' RTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-61W16-7PR5VIII SUPER HIGHPERFORMANCEARROW132+14.0516.9' RTYELLOW/BLACKNEW FACE NORTH ON RRFB24’ X 12’S-62S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING301+20.8418.0' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-63W16-7PL5VIII SUPER HIGHPERFORMANCEARROW301+20.8418.0' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB24’ X 12’S-64S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING301+20.8418.0' RTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-65W16-7PR5VIII SUPER HIGHPERFORMANCEARROW301+20.8418.0' RTYELLOW/BLACKNEW FACE NORTH ON RRFB24’ X 12’S-66R1-11 AND 6III HIGH INTENSITYPRISMATICSTOP132+83.3516.15' LT5RED/WHITEREMOVE/NEW30” X 30”S-67D3-11 AND 6TYPE III BEADEDSHEETINGHARLOW DR (DOUBLE SIDED)132+83.3516.15' LT5GREEN/WHITEREMOVE/NEW6" X 24"S-68D3-11 AND 6TYPE III BEADEDSHEETINGLYLE AVE (DOUBLE SIDED)132+83.3516.15' LT5GREEN/WHITEREMOVE/NEW6" X 24"S-69S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING300+28.6922.51' RTYELLOW/BLACKNEW36” X 36”S-70W16-9PL3VIII SUPER HIGHPERFORMANCEAHEAD300+28.6922.51' RTYELLOW/BLACKNEW24’ X 12’SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-105R1-11NASTOP--RED/WHITEREMOVE30” X 30”S-106R1-13III HIGH INTENSITYPRISMATICSTOP302+90.4638.14' RTRED/WHITENEW30” X 30”S-107S1-11NASCHOOL CROSSING--YELLOW/BLACKREMOVE36” X 36”S-108W16-7PL1NAARROW--YELLOW/BLACKREMOVE24” X 12”S-109S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING302+25.9414.39' LT5YELLOW/BLACKNEW36” X 36”S-110W16-9P6VIII SUPER HIGHPERFORMANCEAHEAD302+25.9414.39' LT5YELLOW/BLACKNEW24’ X 12’S-111S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING302+52.0226.45' RTYELLOW/BLACKNEW FACE WEST ON POST36” X 36”S-112S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING302+52.0226.45' RTYELLOW/BLACKNEW FACE EAST ON POST36” X 36”S-113W16-7PL3VIII SUPER HIGHPERFORMANCEARROW302+52.0226.45' RTYELLOW/BLACKNEW FACE WEST ON POST24” X 12”S-114W16-7PR3VIII SUPER HIGHPERFORMANCEARROW302+52.0226.45' RTYELLOW/BLACKNEW FACE EAST ON POST24” X 12”S-115S1-11NASCHOOL CROSSING--YELLOW/BLACKREMOVE36” X 36”S-116W16-7PL1NAARROW--YELLOW/BLACKREMOVE24” X 12”3/25/20 600+00601+00602+00603+00603+75134+00135+00136+00137+00138+00139+00500+00 501+00 502+00 502+50 PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH8 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:36 PM HARLOW DRIVEMATCHLINE - STA 134+00 SEE CH7MATCHLINE - STA 139+00 SEE CH9 CARR BLVD CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVE STA 134+00 TO STA 139+00SCHOOL ACCESS STA 600+00 TO 603+75CH854SIGNING SCHEDULE:SIGNING CONSTRUCTION NOTES:GENERAL NOTES:CHANNELIZATION NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-71SPECIAL*3III HIGH INTENSITYPRISMATICRAISED CROSS WALK137+44.8417.1' RTYELLOW/BLACKNEW ADVANCED WARNING30” X 30”S-72W13-13III HIGH INTENSITYPRISMATIC15 MPH137+44.8417.1' RTYELLOW/BLACKNEW ADVANCED WARNING18” X 18”S-73S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING138+15.0618.2' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-74S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING138+15.0618.2' RTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-75W16-7PL5VIII SUPER HIGHPERFORMANCEARROW138+15.0618.2' RTYELLOW/BLACKNEW FACE SOUTH ON RRFB24” X 12”S-76W16-7PR5VIII SUPER HIGHPERFORMANCEARROW138+15.0618.2' RTYELLOW/BLACKNEW FACE NORTH ON RRFB24” X 12”S-77S1-11NASCHOOL CROSSING--YELLOW/BLACKREMOVE36” X 36”S-78W16-7PL1NAARROW--YELLOW/BLACKREMOVE24” X 12”S-79R1-13III HIGH INTENSITYPRISMATICSTOP500+36.5017.65' LTRED/WHITENEW30” X 30”S-80D3-13TYPE III BEADEDSHEETINGHARLOW DR (DOUBLE SIDED)500+36.5017.65' LTGREEN/WHITENEW6" X 24"S-81D3-13TYPE III BEADEDSHEETINGCARR BLVD (DOUBLE SIDED)500+36.5017.65' LTGREEN/WHITENEW6" X 24"S-82S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING138+14.9017.75' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB36” X 36”S-83S1-15VIII SUPER HIGHPERFORMANCESCHOOL CROSSING138+14.9017.75' LTYELLOW/BLACKNEW FACE NORTH ON RRFB36” X 36”S-84W16-7PL5VIII SUPER HIGHPERFORMANCEARROW138+14.9017.75' LTYELLOW/BLACKNEW FACE SOUTH ON RRFB24” X 12”S-85W16-7PR5VIII SUPER HIGHPERFORMANCEARROW138+14.9017.75' LTYELLOW/BLACKNEW FACE NORTH ON RRFB24” X 12”S-86R1-11NASTOP--RED/WHTEREMOVE24” X 24”S-87D3-11NAHARLOW DR (DOUBLE SIDED)--GREEN/WHITEREMOVE6" X 24"S-88D3-11NACARR BLVD (DOUBLE SIDED)--GREEN/WHITEREMOVE6" X 24"S-89S1-11NASCHOOL CROSSING--YELLOW/BLACKREMOVE36” X 36”S-90W16-7PL1NAARROW--YELLOW/BLACKREMOVE24” X 12”S-117S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING603+43.4321.36' RTYELLOW/BLACKNEW36” X 36”S-118W16-7PL3VIII SUPER HIGHPERFORMANCEARROW603+43.4321.36' RTYELLOW/BLACKNEW24” X 12”S-119S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING602+87.7224.46' RTYELLOW/BLACKNEW36” X 36”S-120W16-7PL3VIII SUPER HIGHPERFORMANCEARROW602+87.7224.46' RTYELLOW/BLACKNEW24” X 12”S-121S1-13VIII SUPER HIGHPERFORMANCESCHOOL CROSSING601+37.5521.14' LT-YELLOW/BLACKNEW36” X 36”S-122W16-7PL3VIII SUPER HIGHPERFORMANCEARROW601+37.5521.14' LT-YELLOW/BLACKNEW24” X 12”S-123S1-16VIII SUPER HIGHPERFORMANCESCHOOL CROSSING601+31.3118.04' RT-YELLOW/BLACKNEW36” X 36”S-124W16-7PL6VIII SUPER HIGHPERFORMANCEARROW601+31.3118.04' RT-YELLOW/BLACKNEW24” X 12”3/25/20 139+00140+00141+00142+00143+00143+50PLANOFSHEETVERT.HORIZ.SCALECITY OF BREMERTONREVISIONSDEPARTMENT OF PUBLIC WORKS & UTILITIESENGINEERING DIVISIONPN:DWG NO.REMERTONBC I T Y O FKITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOL6148 71IF NOT SCALE ACCORDINGLYTWO INCHES AT FULL SCALE1"02"PH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comFILE: PH-DESIGN-SRTS5.28.19 LAYOUT: CH9 PATH: C:\Users\EricRivera\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\CAD Files\Design Folder PLOTTED BY: EricRivera DATE: Wednesday, March 25, 2020 4:25:40 PM HARLOW DRIVEMATCHLINE - STA 139+00 SEE CH8 OSPREY CIRCLEWILMONT STLEGENDSIGNING SCHEDULE:CHANNELIZATION, SIGNING,& PAVEMENT MARKINGSHARLOW DRIVESTA 139+00 TO STA 143+50CH955SIGNING CONSTRUCTION NOTES:GENERAL NOTES:CHANNELIZATION NOTES:SIGN NOTESIGN CODE WSDOTOR SPECIAL*SIGNINGCONSTRUCTION NOTERETRO-REFLECTIVITYNAMESTAOFFSETW WSDOT STDPLANCOLORCOMMENTSDIMENSIONSS-91SPECIAL*6III HIGH INTENSITYPRISMATICRAISED CROSS WALK139+19.9313.68' LT5YELLOW/BLACKNEW ADVANCED WARNING30” X 30”S-92W13-16III HIGH INTENSITYPRISMATIC15 MPH139+19.9313.68' LT5YELLOW/BLACKNEW ADVANCED WARNING18” X 18”S-93S4-3P4VIII SUPER HIGHPERFORMANCESCHOOL141+25.9413.70' LTYELLOW/BLACKNEW/SCHOOL FLASHER24” x 8”S-94R2-14III HIGH INTENSITYPRISMATIC20 MPH141+25.9413.70' LTWHITE/BLACKNEW/SCHOOL FLASHER24” X 30”S-95S4-4P4III HIGH INTENSITYPRISMATICWHEN FLASHING141+25.9413.70' LTWHITE/BLACKNEW/SCHOOL FLASHER24” X 10”S-96R2-13III HIGH INTENSITYPRISMATIC25 MPH141+25.9618.27' RTWHITE/BLACKNEW/END SCHOOL ZONE24” X 30”S-97S5-23III HIGH INTENSITYPRISMATICEND SCHOOL ZONE141+25.9618.27' RTWHITE/BLACKNEW/END SCHOOL ZONE24” X 30”S-98S5-21NAEND SCHOOL ZONE--WHITE/BLACKREMOVE30” X 30”S-99S4-3P1NASCHOOL--YELLOW/BLACKREMOVE24” X 8”S-100R2-11NA20 MPH--YELLOW/BLACKREMOVE24” X 30”S-101S4-2P1NAWHEN CHILDREN ARE PRESENT--YELLOW/BLACKREMOVE24” X 10”S-102S4-5*6VIII SUPER HIGHPERFORMANCESCHOOL SPEED ZONE AHEAD20 MPH142+52.1214.14' LT5YELLOW/BLACKNEW30” X 30”S-103S1-11NASCHOOL CROSSING--REMOVE36” X 36”S-104W16-9P1NAAHEAD--REMOVE24’ X 12’3/25/20 APPENDIX D TRAFFIC DETAILSTRAFFIC DETAILS 1 1 5' 10' May 10, 2019 MODIFIED BY PH CONSULTING 24 OCTOBER 2018 1 1 SCHOOLSPEEDLIMIT20WHENFLASHINGSPEEDLIMIT25NOTES:WITHIN SCHOOL SPEED ZONECLCL15M.P.H.RAISEDCROSSWALKENDSCHOOLZONEAHEADNo.DateRevision811PLEASE CALL BEFORE YOU DIGBURIED UTILITIES IN AREAC:\Users\CaseyMiller\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\Bremerton Design Standards & Detail List\PH-CAD-Standards\CAD\RCW-1 Raised SchoolCrosswalk Signing.dwgNo.DateRevisionPH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comTREVOR MORROWCASEY MILLERPABLO PARA(CHECK)11/6/1811/6/189/25/18 NOTES:PLEASE CALL BEFORE YOU DIGBURIED UTILITIES IN AREAC:\Users\CaseyMiller\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\Bremerton Design Standards & Detail List\PH-CAD-Standards\CAD\RRFB-1 RRFB Assembly for Sign Placement.dwgNo.DateRevisionNo.DateRevisionPH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comTREVOR MORROWCASEY MILLERPABLO PARA(CHECK)11/6/1811/6/189/25/18 NOTESC:\Users\CaseyMiller\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\Bremerton Design Standards & Detail List\PH-CAD-Standards\CAD\SZF-2 Flashing Beacon Assembly Detail for SignPlacement.dwgNo.DateRevisionNo.DateRevisionPH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comTREVOR MORROWCASEY MILLERPABLO PARA(CHECK)11/6/1811/6/189/25/18 MARKING DETAILSECTION A-AACHEVRON DETAILNOTES:ANo.DateRevisionPH CONSULTING LLCBalanced Transportation Solutionswww.phtraffic.comC:\Users\pablopara\PH Consulting LLC\Project Management - Documents\PH Project Files\Projects\Active\18-002 Kitsap Lake SRTS\Bremerton Design Standards & Detail List\SRTS-Applicable-Standards\RAISED-CROSSWALKTREVOR MORROWCASEY MILLER(CHECK) City of Bremerton Kitsap Lake Elementary Safe Routes to School April 2, 2020 Addendum No. 2 Page 1 of 3 City of Bremerton Project No. 315004 Federal Aid Project No. SRTS-6590(002) Kitsap Lake Elementary Safe Routes to School Addendum #2 Date of Issue: April 2, 2020 Date of Opening: Unchanged – April 10, 2020, 1:00 p.m. Notice to All Plan holders: This Addendum #2, containing the following revisions, additions, deletions and/or clarifications, is hereby made part of the Plan and Contract Documents for the above-named project. Bidders shall take this Addendum into consideration when preparing and submitting their Bids and it shall be attached to the Contract Documents. Contractors shall acknowledge receipt of this Addendum #2 in the place provided on the Bid Submittal Sheet. Failure to do so may disqualify the Bidder from consideration of its Bid. Modifications to the Contract Documents ITEM #1 Notice Inviting Bids (NIB); DELETE the NIB and REPLACE with the attached. Modifications to the Special Provisions ITEM #2 DELETE Section 1-02.9 and REPLACE with the following (the Bids will ONLY be accepted by email, all other formats of submittal are not acceptable): 1-02.9 Delivery of Proposal Delete this section and replace it with the following: Each Proposal shall be submitted to the City electronically via email to city.clerk@ci.bremerton.wa.us, with the Project Name as stated in the Call for Bids noted on the subject line of the email, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. All electronic documents shall be in PDF format and shall not exceed City of Bremerton Kitsap Lake Elementary Safe Routes to School April 2, 2020 Addendum No. 2 Page 2 of 3 10 MB in size. It is recommended under Message Properties the box for “Request a delivery receipt for this message” be checked as this is the only method by which verification of delivery will be given. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder’s completed UDBE Utilization Certification (WSDOT 272-056U) • Good Faith Effort (GFE) Documentation • UDBE Bid Item Breakdown (WSDOT 272-054) • UDBE Trucking Credit Form (WSDOT 272-058) These documents, if applicable, shall be received either with the Bid Proposal or as a supplement to the Bid. These documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) must be submitted via email to city.clerk@ci.bremerton.wa.us, with “Supplemental Information” noted in the subject line. All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental Information” (UDBE confirmations, or GFE documentation) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. ITEM #3 ADD NEW Section 1-02.10 with the following (Bid revisions, withdrawals, or supplements will ONLY be accepted by email, all other formats of submittal are not acceptable): 1-02.10 Withdrawing, Revising, or Supplementing Proposal Delete this section, and replace it with the following: After submitting an electronic Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: City of Bremerton Kitsap Lake Elementary Safe Routes to School April 2, 2020 Addendum No. 2 Page 3 of 3 1. The Bidder submits a written request signed by an authorized person and emails it to city.clerk@ci.bremerton.wa.us, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. The Bidder ’s written request to revise or supplement a Bid Proposal must be accompanied by the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. ITEM #4 ADD NEW Section 1-02.12 with the following (the Bids will only be opened by virtual meeting): 1-02.12 Public Opening of Proposals The first paragraph of this section shall be deleted and replaced with the following: Proposals will be opened and publicly read via webcast at the time indicated in the call for Bids unless the Bid opening has been delayed or canceled. The link for the webcast will be posted on the City of Bremerton website at http://www.bremertonwa.gov/Bids.aspx prior to the bid opening. ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. All questions in regards to this addendum shall be addressed to Andrea Archer Parsons, project manager for the City of Bremerton, at 360-473-2317 – andrea.archer.parsons@ci.bremerton.wa.us. Sincerely, David Dinkuhn, PE Attachments: Notice Inviting Bids I-1 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 2 Notice Inviting Bids NOTICE INVITING BIDS FOR KITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOLS RECEIPT OF BIDS: Bids shall be submitted to the City electronically via email to city.clerk@ci.bremerton.wa.us, with the Project Name noted on the subject line of the email to ensure proper handling and delivery. All electronic documents shall be in PDF format and shall not exceed 10 MB in size. It is recommended under Message Properties the box for “Request a delivery receipt for this message” be checked as this is the only method by which verification of delivery will be given. Emailed bids will be received until 1:00 P.M. PST as shown on the wall clock inside the City Clerk’s office on April 10, 2020, for the project Kitsap Lake Elementary Safe Routes to Schools. Bids received after the specified time and date will not be considered. The City of Bremerton offices are closed to the public and in-person bid submittals will not be accepted. There will NOT be a public bid opening per recommendations by the State of Washington and the Center for Disease Control. OPENING OF BIDS: Proposals will be opened and publicly read via webcast after 1:00 P.M. on April 10, 2020. The link for the webcast will be posted on the City of Bremerton website at http://www.bremertonwa.gov/Bids.aspx prior to the bid opening. COMPLETION OF WORK: The WORK must be physically completed within one hundred twenty (120) working days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract consists of improvements of Harlow Drive, Francis Drive, Lyle Avenue, and Carr Boulevard and includes, but is not limited to, demolition, grading, hot mix asphalt, permeable concrete sidewalks, curb ramps, driveway approaches, curb and gutter, cdf check dam, storm drains, replace meter box, relocate mailbox, channelization, RRFBs, permanent signing, illumination, and temporary traffic control. All work shall be performed in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on the ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e- arc.com/locations/219, click on the ‘Enter Public Planroom’ link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.cs@e-arc.com. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. I-2 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 2 Notice Inviting Bids PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by Phone/Email: Andrea Archer-Parsons, P.E. Telephone: (360) 473-2317 Email: Andrea.Archer-Parsons@ci.bremerton.wa.gov Communication by Mail: Public Works and Utilities Engineering Division 345 Sixth Street, Suite 100 Bremerton, WA 98337 ATTN: Andrea Archer-Parsons, P.E. CITY’S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or additives or to waive any informalities in the bidding and shall determine which bid or bidders is the most 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. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The Engineer’s base estimate is approximately $1,800,000 to $2,200,000. An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 7% has been established for this project. The 7% mandatory goal applies to all work on the project. Published: Daily Journal of Commerce: 03/20/2020 and 04/03/2020 Kitsap Sun: 03/20/2020 and 04/03/2020 END OF NOTICE INVITING BIDS City of Bremerton Kitsap Lake Elementary Safe Routes to School April 7, 2020 Addendum No. 3 Page 1 of 3 City of Bremerton Project No. 315004 Federal Aid Project No. SRTS-6590(002) Kitsap Lake Elementary Safe Routes to School Addendum #3 Date of Issue: April 7, 2020 Date of Opening: Unchanged – April 10, 2020, 1:00 p.m. Notice to All Plan holders: This Addendum #3, containing the following revisions, additions, deletions and/or clarifications, is hereby made part of the Plan and Contract Documents for the above-named project. Bidders shall take this Addendum into consideration when preparing and submitting their Bids and it shall be attached to the Contract Documents. Contractors shall acknowledge receipt of this Addendum #3 in the place provided on the Bid Submittal Sheet. Failure to do so may disqualify the Bidder from consideration of its Bid. Modifications to the Contract Documents ITEM #1 Schedule of Prices; DELETE the existing Schedule of Prices and REPLACE with the attached. The quantity for item A69 Plastic Line – 4 In. Double Yellow Centerline has changed from 450 LF to 3755 LF. The quantity for item A70 Plastic Line – Yellow 4 In. Skip line has changed from 3,450 LF to 76 LF. No other quantities have been modified. Modifications to the Special Provisions ITEM #2 SUPPLEMENT Section 1-07.1 with the following (the addition of COVID-19 safety response): 1-07.1 Laws to be Observed (April 6, 2020 WSDOT GSP) City of Bremerton Kitsap Lake Elementary Safe Routes to School April 7, 2020 Addendum No. 3 Page 2 of 3 Section 1-07.1 is supplemented with the following: In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, COVID-19 Health and Safety Plan (CHSP). A copy of the CHSP developed by the Contractor shall be submitted to the Engineer as a Type 2 Working Drawing. ITEM #3 ADD NEW Section 1-07.4 with the following (Sanitation requirements for COVID-19 response): 1-07.4 Sanitation 1-07.4(2) Health Hazards Section 1-07.4(2) is supplemented with the following: (April 6, 2020 WSDOT GSP) COVID-19 Health and Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP shall be prepared and submitted as a Type 2 working drawing prior to beginning physical Work. The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. The CHSP shall address the health and safety of all people associated with the project including State workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and anyone on the project site, staging areas, or yards. The plan shall contain the following minimum elements: 1. The CHSP shall identify all standards, guidance, publications, and sources on which it is based. Those standards may include references to OHSA, WISHA, and CDC publications that are current at the time the CHSP is prepared. 2. The CHSP shall identify a responsible individual from the Contractor who is responsible for implementation of the CHSP. The individual(s) contact information shall be listed in the CHSP. 3. The CHSP shall specifically identify the project for which it is applicable, and if applicable, shall address project work areas outside the project limits such as staging areas or yards. 4. The CHSP shall identify the PPE and administrative and engineered controls necessary to maintain a safe site. This includes but is not limited to: sanitation resources, screening stations, safety briefings, controlling access, and personal protective equipment (PPE) needed to protect workers from COVID-19. 5. The CHSP shall identify measures for screening and managing workers or visitors to areas identified in the CHSP. The plan shall include procedures should a person exhibit symptoms of COVID-19. City of Bremerton Kitsap Lake Elementary Safe Routes to School April 7, 2020 Addendum No. 3 Page 3 of 3 6. The CHSP shall identify how the plan will be updated as new work activities are added with each two week look-ahead schedule. The CHSP updates shall identify the number of workers, crews, work tasks, and the degree of congestion or confinement workers will experience for the work activities in the two week look- ahead schedule. 7. The CHSP shall include how the Contractor will ensure everyone on the site has been trained on the CHSP requirements. This includes subcontractors, suppliers, and anyone on the project site. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The contractor will be given 24 hours to either remedy the noncompliance incident or halt the associated work activity. If the Contractor fails to comply within 24 hour of receiving the Engineer’s notification, the Engineer may suspend Work. The Contractor must satisfy the Engineer that the noncompliance incident has been corrected before the suspension will end. ITEM #4 SUPPLEMENT Section 1-08.4 with the following (the addition of COVID-19 safety response): 1-08.4 Prosecution of Work (April 6, 2020 WSDOT GSP) The last sentence of Section 1-08.4 is revised to read: No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract, and a COVID-19 Health and Safety Plan (CHSP) has been prepared in accordance with Section 1-07.4(2) as supplemented in these specifications, COVID-19 Health and Safety Plan (CHSP). ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. All questions in regards to this addendum shall be addressed to Andrea Archer Parsons, project manager for the City of Bremerton, at 360-473-2317 – andrea.archer.parsons@ci.bremerton.wa.us. Sincerely, David Dinkuhn, PE I-11 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices SCHEDULE OF PRICES KITSAP LAKE ELEMENTARY SAFE ROUTES TO SCHOOLS Date: _______________, 2020 SCHEDULE A – ROADWAY Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A1. 1-04 MINOR CHANGE 1 CALC $70,000 $70,000 A2. SP 1-05 ROADWAY SURVEYING 1 LS $ $ A3. SP 1-05 RECORD DRAWINGS (MINIMUM BID $2,500) 1 LS $ $ A4. 1-07 SPCC PLAN 1 LS $ $ A5. 1-09 MOBILIZATION 1 LS $ $ A6. SP 1-10 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS $ $ A7. 2-01 CLEARING AND GRUBBING 1 LS $ $ A8. SP 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS $ $ A9. SP 2-02 REMOVE ASPHALT CONC. PAVEMENT 5,354 SY $ $ A10. SP 2-02 REMOVE CEMENT CONC. PAVEMENT 327 SY $ $ A11. SP 2-02 REMOVE CEMENT CONC. CURB AND GUTTER 232 LF $ $ A12. SP 2-02 POTHOLE EXISTING UTILITY 10 EACH $ $ A13. 2-03 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 125 CY $ $ A14. SP 2-03 GRAVEL BORROW INCL. HAUL 1,554 TON $ $ A15. 2-03 ROADWAY EXCAVATION INCL. HAUL 1,378 CY $ $ A16. SP 4-04 CRUSHED SURFACING TOP COURSE 1,334 TON $ $ A17. SP 4-04 CRUSHED SURFACING BASE COURSE 612 TON $ $ A18. SP 4-04 PERMEABLE BALLAST 534 TON $ $ I-12 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A19. SP 4-04 CRUSHED SURFACING CHOKER COURSE 306 TON $ $ A20. SP 5-04 PLANING BITUMINOUS PAVEMENT 1,258 SY $ $ A21. SP 5-04 HMA CL. 1/2 IN. PG 58H-22 1,525 TON $ $ A22. SP 5-04 HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 58H-22 21 TON $ $ A23. SP 5-04 PAVEMENT REPAIR EXCAVATION INCL. HAUL 185 SY $ $ A24. SP 5-04 CRACK SEALING 1 EST $5,000 $5,000 A25. SP 5-06 PERVIOUS CONCRETE PAVEMENT – SIDEWALK 2,342 SY $ $ A26. SP 6-20 REDI-ROCK FILL WALL 1,032 SF $ $ A27. SP 6-20 REDI-ROCK CUT WALL 477 SF $ $ A28. SP 8-01 TESC PLAN 1 LS $ $ A29. SP 8-01 TEMPORARY EROSION AND SEDIMENT CONTROL 1 LS $ $ A30. 8-01 SILT FENCE 3,422 LF $ $ A31. 8-01 HIGH VISIBILITY FENCE 802 LF $ $ A32. SP 8-02 HYDROSEED 4,044 SY $ $ A33. SP 8-02 TOPSOIL TYPE A 449 CY $ $ A34. SP 8-04 CEMENT CONC. TRAFFIC CURB AND GUTTER 4,273 LF $ $ A35. SP 8-04 CDF CHECK DAM 1,100 LF $ $ A36. SP 8-06 CEMENT CONC. DRIVEWAY ENTRANCE TYPE II 569 SY $ $ A37. SP 8-06 CEMENT CONC. DRIVEWAY ENTRANCE TYPE III 267 SY $ $ A38. SP 8- 09.5 RAISED PAVEMENT MARKER TYPE 2 BLUE 5 EACH $ $ A39. SP 8- 09.5 RAISED PAVEMENT MARKER TYPE 2 YY (YELLOW) 12 EACH $ $ A40. SP8- 09.5 RAISED PAVEMENT MARKER TYPE 2 Y (YELLOW) 0.11 HUND RED $ $ I-13 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A41. SP 8-13 ADJUST MONUMENT CASE AND COVER 1 EACH $ $ A42. SP 8-13 REPLACE PROPERTY CORNERS 1 LS $ $ A43. SP 8-14 CEMENT CONC. CURB RAMP TYPE PARALLEL A 2 EACH $ $ A44. SP 8-14 CEMENT CONC. CURB RAMP TYPE PARALLEL B 5 EACH $ $ A45. SP 8-14 CEMENT CONC. CURB RAMP TYPE WHEELCHAIR RAMP TYPE A 2 EACH $ $ A46. SP 8-14 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 6 EACH $ $ A47. SP 8-14 CEMENT CONC. SIDEWALK 879 SY $ $ A48. SP 8-14 CEMENT CONC. RAISED CROSSWALK 139 SY $ $ A49. SP 8-14 DETECTABLE WARNING SURFACE 2 EACH $ $ A50. SP 8- 20.5 ILLUMINATION SYSTEM, COMPLETE 1 LS $ $ A51. SP 8- 20.5 INSTALL RRFB ASSEMBLY, COMPLETE 6 EACH $ $ A52. SP 8- 20.5 INSTALL FLASHING BEACON ASSEMBLY, COMPLETE 2 EACH $ $ A53. SP 8- 20.5 TYPE 1 J-BOX 12 EACH $ $ A54. SP 8- 20.5 TYPE 2 J-BOX 4 EACH $ $ A55. SP 8- 20.5 CONDUIT PIPE 1 IN. DIAM. (SCHEDULE 80) 24 LF $ $ A56. SP 8- 20.5 CONDUIT PIPE 1-1/2 IN. DIAM. (SCHEDULE 80) 155 LF $ $ A57. SP 8- 20.5 CONDUIT PIPE 2 IN. DIAM. (SCHEDULE 80) 620 LF $ $ A58. SP 8- 20.5 CONDUIT PIPE 1-1/2 IN. DIAM. (SCHEDULE 40) 1,245 LF $ $ I-14 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount A59. SP 8- 20.5 CONDUIT PIPE 2 IN. DIAM. (SCHEDULE 40) 1,210 LF $ $ A60. SP 8- 21.5 REMOVE TRAFFIC SIGN 34 EACH $ $ A61. SP 8- 21.5 TRAFFIC SIGN 89 EACH $ $ A62. SP 8- 21.5 RELOCATE TRAFFIC SIGN 9 EACH $ $ A63. SP 8- 22.5 PLASTIC CROSSWALK LINE 1,322 SF $ $ A64. SP 8- 22.5 REMOVE CROSSWALK LINE 1 LS $ $ A65. SP 8- 22.5 PLASTIC STOP LINE 98 LF $ $ A66. SP 8- 22.5 RAISED SCHOOL CROSSWALK SYMBOL 4 EACH $ $ A67. SP 8- 22.5 PLASTIC TRAFFIC LETTER 12 EACH $ $ A68. 8-22.5 PLASTIC LINE - WHITE 4-IN. PAVING EDGE LINE 3,500 LF $ $ A69. 8-22.5 PLASTIC LINE – 4-IN. DOUBLE YELLOW CENTERLINE 3,755 LF $ $ A70. 8-22.5 PLASTIC LINE - YELLOW 4-IN. SKIP LINE 76 LF $ $ A71. 8-22.5 PLASTIC LINE - YELLOW 4-IN. MEDIAN TYPE A SPRAY THERMOPLASTIC 153 LF $ $ A72. SP 8-30 ALUMINUM GUARDRAIL 229 LF $ $ A73. SP 8-31 RELOCATE MAILBOX 31 EACH $ $ A74. SP 8-31 TEMPORARY MAILBOX 31 EACH $ $ Subtotal Schedule A (Bid Items A1–A74): $ TOTAL SCHEDULE A (Bid Items A1–A74): $ Schedule A Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(1) State Sales Tax – Rule 171. I-15 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices SCHEDULE B – STORM SEWER Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount B1. 1-04 MINOR CHANGE 1 CALC $15,000 $15,000 B2. 1-09 MOBILIZATION 1 LS $ $ B3. 2-09 SHORING OR EXTRA EXCAVATION CLASS B 13,704 SF $ $ B4. SP 7-01 4 IN. PERF. UNDERDRAIN 278 LF $ $ B5. SP 7-01 UNDERDRAIN CLEANOUT 2 EACH $ $ B6. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM. 2,952 LF $ $ B7. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 18 IN. DIAM. 47 LF $ $ B8. SP 7-04 SOLID WALL PVC STORM SEWER PIPE 30 IN. DIAM. 279 LF $ $ B9. SP 7-04 DUCTILE IRON SEWER PIPE 8 IN. DIAM. 138 LF $ $ B10. SP 7-04 DUCTILE IRON SEWER PIPE 12 IN. DIAM. 293 LF $ $ B11. SP 7-04 BANK RUN GRAVEL FOR TRENCH BACKFILL 811 CY $ $ B12. SP 7-05 ADJUST CATCH BASIN OR MANHOLE 17 EACH $ $ B13. SP 7-05 CATCH BASIN TYPE 1 20 EACH $ $ B14. SP 7-05 CATCH BASIN TYPE 2 48 IN. DIAM. 5 EACH $ $ B15. SP 7-05 CATCH BASIN TYPE 2 54 IN. DIAM. 5 EACH $ $ B16. SP 7-05 CONCRETE INLET 9 EACH $ $ B17. SP 7-08 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 578 CY $ $ B18. SP 7-08 UNSUITABLE PIPE FOUNDATION EXCAVATION INCL. HAUL 100 CY $ $ Subtotal Schedule B (Bid Items B1–B18): $ TOTAL SCHEDULE B (Bid Items B1–B18): $ Schedule B Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(1) State Sales Tax – Rule 171. I-16 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices SCHEDULE C – WATER Item No. Ref to Spec Description of Item Estimated Quantity Unit Unit Price Amount C1. 1-04 MINOR CHANGE 1 CALC $15,000 $15,000 C2. 1-09 MOBILIZATION 1 LS $ $ C3. SP 7-12 ADJUST VALVE COVER INCL. VALVE BOX 12 EACH $ $ C4. SP 7-15 REPLACE METER BOX 25 EACH $ $ Subtotal Schedule C (Bid Items C1–C4): $ Sales Tax (9%): $ TOTAL SCHEDULE C (Bid Items C1–C4): $ Schedule C Note: Sales taxes shall be paid in accordance with Special Provision Section 1-07.2(2) State Sales Tax – Rule 170. I-17 233-1896-148 April 2020 City of Bremerton Kitsap Lake Elementary Safe Routes to Schools Contract Documents - Addendum 3 Schedule of Prices BID SUMMARY ROADWAY – TOTAL SCHEDULE A (Bid Items A1–A74): $ STORM SEWER – TOTAL SCHEDULE B (Bid Items B1–B18): $ WATER – TOTAL SCHEDULE C (Bid Items C1–C4): $ TOTAL SCHEDULES A + B + C: $ END OF PROPOSAL FORM