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DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 AGENDA BILL CITY OF BREMERTON 4 E CITY COUNCIL SUBJECT: Study Session Date: May 22, 2024 Public Works Agreement with SAW COUNCIL MEETING Date: June 5, 2024 Enterprises, LLC for 5000 Road Two Department: PW&U Bridge Installations and Associated Presenter: Sean Walsh Road Work Phone: (360) 473-5928 SUMMARY: The Forestry Division maintains over 50 miles of forest road and associated stream crossings, including 7 bridges, on City Watershed and Utility Land. In 2021 the bridges were inspected by an engineer who identified two bridges that require replacement. This contract is for the installation of the bridges as well as complete the associated road work. A RFB (Request for Bids) was sent out April 18th, 2024, and we received 7 bids. SAW Enterprises was the lowest responsive bid with a total cost of$318,727.20. ATTACHMENTS: 1) Public Works Agreement with SAW Enterprises 2) Bid Summary 3) Project Location Map FISCAL IMPACTS (Include Budgeted Amount): Installation for the Bridges and Associated Road Work is budgeted in the Water Capital Budget. STUDY SESSION ACTION: 0 Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve the Public Works Agreement with SAW Enterprises LLC for the amount of $318,727.20; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: kApprove ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 11/09/2021 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 PUBLIC WORKS AGREEMENT THIS AGREEMENT is entered into between the City of Bremerton, a Washington Municipal Corporation ("City"), and SAW Enterprises LLC ("Contractor"), whose mailing address is 5219 NE Falcon RIDGE LANE POULSBO WA 98370. The parties agree as follows: 1. CONTRACTOR SERVICES. The Contractor shall perform the following services for the City: Remove and replace two forest road bridges and conduct associated road work on City of Bremerton Property as outlined in Exhibit A and attached Cost Schedule. 2. TIME OF COMPLETION. Contractor shall complete the work by October 30th,2024. 3. COMPENSATION. The City shall pay the Contractor the total amount of $318,727.20 including any applicable Washington State Sales Tax as per WAC 458-20-13501(12), for the work and services contemplated in this agreement. The Contractor shall invoice the City monthly. The City will pay for the portion of the work described in the invoice that has been completed by the Contractor and approved by the City. The City payment shall not constitute a waiver of the City's right to final inspection and acceptance of the project. A. Performance Bond. Pursuant to Chapter 39.08 RCW,the Contractor shall provide the City a performance bond for the full contract amount to be in effect until thirty (30) days after the date of final acceptance,or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor and Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. B. Retainage. The City shall hold back a retainage in the amount of five percent(5%) of any and all payments made to contractor for a period of thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor & Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. 4. INDEPENDENT CONTRACTOR. Contractor is and shall be at all times acting as an independent contractor and not as an employee of the City. The Contractor shall secure at its expense, and shall be responsible for all payments of income tax, social security, state disability insurance compensation, unemployment compensation,and all other payroll deductions for the Contractor,officer, agents,employees and sub-contractors. The Contractor shall also secure all applicable business licenses, if required, in connection with the contract services, including all required licenses for Contractor's officers,agents,employees and sub-contractors. 5. TERMINATION. The City may terminate this agreement for good cause. "Good cause" shall include, without limitation, any one or more of the following events: A. The Contractor's refusal or failure to supply a sufficient number of properly skilled workers or proper materials for completion of the Contract work. DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 B. The Contractor's failure to complete the work within the time specified in this agreement. C. The Contractor's failure to make full and prompt payment to sub-contractors or for material or labor. D. The Contractor's persistent disregard of federal, state or local laws, rules or regulations. E. The Contractor's filing for bankruptcy or becoming adjudged bankrupt. If the City terminates this agreement for good cause, the Contractor shall not receive any further monies due under this agreement until the Contract work is completed. 6. PREVAILING WAGES. Contractor shall file a "Statement of Intent to Pay Prevailing Wages"with the State of Washington Department of Labor&Industries prior to commencing the Contract work. Contractor shall pay prevailing wages and comply with Chapter 39.12 of the Revised Code of Washington, as well as any other applicable prevailing wage rate provisions. Contractor will be required to pay Kitsap County Prevailing Wage Rates current on the bid opening date. The Kitsap County rates are available at the Department of Labor and Industries website. 7. CHANGES. The City may issue a written work change directive for any change in the Contract work during the performance of this agreement. If the Contractor determines, for any reason, that a change order is necessary, Contractor must submit a written change order request to the City's project manager within two (2) business days of the date the Contractor knew or should have known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Contractor's costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith,to reach agreement with the Contractor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it deems appropriate. The Contractor shall proceed with the change order work upon receiving a written work change directive or change order from the City. If the Contractor fails to require a change order within the time allowed, the Contractor waives its right to make any claim or submit subsequent change order requests for that portion of the contract work. If the Contractor disagrees with the equitable adjustment the Contractor must complete the change order work; however,the Contractor may elect to protest the adjustment as provided below: A. Procedure and Protest by the Contractor. If the Contractor disagrees with anything required by a work change directive or change order, including any direction,instruction,interpretation,or determination by the City,the Contractor shall: 1. Immediately give a signed written notice of protest to the City; 2. Supplement the written protest within fourteen (14) calendar days with a written statement that provides the following information: a. The date of the Contract's protest. DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 b. The nature and circumstances that caused the protest. c. The provisions in this agreement that support the protest. d. The estimated dollar cost, if any,of the protested work and how that estimate was determined. e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall keep complete records of extra costs and time incurred as a result of the protested work. The City shall have access to any of the Contractor's records needed for evaluating the protest. 3. The City will evaluate all protests, provided the procedures in this section are followed. If the City determines that a protest is valid, the City will adjust payment for work or time by an equitable adjustment. No adjustment will be made for an invalid protest. B. Contractor's Duty to Complete Protested Work. In spite of any protest, the Contractor shall proceed promptly with the work as the City has ordered. C. Contractor's Acceptance of Changes. The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate acceptance,or (3) not protesting in the way this section provides. A change order that is accepted by Contractor as provided in this section shall constitute full payment and final settlement of all claims for contract time and for direct, indirect and consequential costs, including costs of delays related to any work,either covered or affected by the change. D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Contractor also waives any additional entitlement and accepts from the City any written order (including directions, instructions, interpretations, and determination). E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Contractor completely waives any claims for protested work and accepts form the City any written order(including directions, instructions, interpretations, and determination). F. Liens. In the event that there are any liens on file against the City of Bremerton, the City of Bremerton shall be entitled to withhold final or progress payments to the extent deemed necessary by the City of Bremerton to properly protect the outstanding lien claimants until proper releases have been filed with the City Clerk 8. CLAIMS. The Contractor shall give written notice to the City of all claims other than change orders within fourteen (14)calendar days of the occurrence of the events giving rise to the claims. Any claim for damages, additional payment for any reason, or extension of time, whether under this agreement or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 timely written claim is made in strict accordance with the applicable provisions of this agreement; or, if (and only if) no such provision is applicable, unless that claim is set forth in detail in writing and received by the City within seven (7) calendar days from the date Contractor knew, or should have known, of the facts giving rise to the claim. At a minimum, a Contractor's written claim must include the information set forth regarding protests in Section 7.A.2.a.-e. FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE FACTS OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY. Contractor must, in any event,file any claim or bring any suit arising from or connected with this agreement within 120 calendar days from the date the contract work is complete. Notices to either party shall be sent to the below contacts and addresses Notices to be sent to: Notices to be sent to: CONTRACTOR: CITY OF BREMERTON: SAW Enterprises LLC Sean Walsh ATTN: Steve Wistrand 345 6th Street,Suite 100 5219 NE Falcon Ridge Lane Bremerton,WA 98337 Poulsbo WA 98370 360-473-5928 360-697-3616 9. WARRANTY. The Contractor shall correct all defects in workmanship and materials within one year from the date of the City's acceptance of the Contract work. When defects are corrected, the warranty for that portion of the work shall extend for one year from the date such correction is completed and accepted by the City. The Contractor shall begin to correct any defects within seven (7)calendar days of its receipt of notice from the City of the defect. If the Contractor does not accomplish the corrections within a reasonable time, the City may complete the corrections and the Contractor shall pay all costs incurred by the City in order to accomplish the correction. 10. INDEMNIFICATION. Contractor shall defend, indemnify and hold the City, its officer, officials,employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits including all legal costs and attorney fees, arising out of or in connection with the performance of this agreement, except for injuries and damages caused by the City's sole negligence. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMNIFICATION CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF THIS INDEMNIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 The provisions of this section shall survive the expiration or termination of this agreement. 11. INSURANCE. The Contractor shall procure and maintain for the duration of this agreement, insurance against claims for injuries to persons or damage to property that may arise from or in connection with the performance of the Contract work by the Contractor, its agents, representatives, employees or sub-contractors. Before beginning the work on the project described in this agreement, the Contractor shall provide a Certificate of Insurance evidencing: A.Automobile Liability insurance with limits no less than$1,000,000 combined single limit per accident for bodily injury and property damage; and B. Commercial General Liability insurance written on an occurrence basis with limits no less than $2,000,000 combined single limit per occurrence and $2,000,000 aggregate for personal injury, bodily injury and property damage and a $2,000,000 products- completed aggregate limit. Coverage shall include but not be limited to: blanket contractual; products/completed operations/broad from property damage; explosion, collapse and underground (XCU) if applicable; and C. Workers Compensation insurance as statutorily required by the Industrial Insurance Act of the State of Washington,Title 51, Revised Code of Washington and employer's liability with limits not less than $1,000,000 and D. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions,and E. Pollution Liability insurance shall be written in an amount of at least$2,000,000 per loss, with an annual aggregate of at least$2,000,000. Any payment of deductible or self-insured retention shall be the sole responsibility of the Contractor. The City, its officials, employees, agents and volunteers shall be named as an additional insured on the insurance policy, as respects work performed by or on behalf of the Contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The Contractor's insurance shall contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. The Consultant's insurance shall be primary and non-contributory insurance as respects the City and shall contain a waiver of subrogation against the City for claims arising out of any operations, liabilities and obligations to which coverage applies. It shall be an affirmative obligation upon Consultant to advise the City's Risk Manager by fax at(360) 473-5161, or by certified mail, return receipt requested to City of Bremerton, attn: Risk Management, 345 6th Street, Suite 100, Bremerton, WA 98337 within two days of DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 the cancellation, suspension or substantive change of any insurance policy set out herein, and failure to do so shall be construed to be a breach of this Agreement. The City reserves the right to receive a certified copy of all the required insurance policies. In the event that the Contractor employs other contractors(sub-contractors)as part of the work covered by this Agreement, it shall be the Contractor's responsibility to require and confirm that each sub-contractor meets the minimum insurance requirements specified above. The Contractor shall, upon demand of the City, deliver to the City copies of such policy or policies of insurance and the receipts for payment of premiums thereon. 12. MISCELLANEOUS. A. Equal Employment Opportunity Statement. In the hiring of employees for the performance of work under this Agreement, the Contractor, its subcontractors,or any person acting on behalf of Contractor shall not discriminate in any employment practice on the basis of age (40+), sex, race,creed, color, national origin, sexual orientation/gender identity, marital status, military status,or the presence of any physical, mental or sensory disability. B. ADA Statement. The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment and admission to participation in the programs, services and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. C. Compliance with Laws. Contractor shall comply with all federal, state and local laws, rules and regulations throughout every aspect in the performance of this agreement. D. Work Performed at Contractor's Risk. Contractor shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and subcontractors in the performance of this agreement. All work shall be done at Contractor's own risk, and Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. E. Nonwaiver of Breach. The failure of the City to insist upon strict performance of any of the terms and rights contained herein, or to exercise any option herein conferred in one or more instances, shall not be constructed to be a waiver or relinquishment of those terms and rights and they shall remain in full force and effect F. Governing Law. This agreement shall be governed and construed in accordance with the laws of the State of Washington. If any dispute arises between the City and Contractor under any of the provisions of this agreement, resolution of that dispute shall be available only through the jurisdiction,venue and rules of the Kitsap County Superior Court, Kitsap County, Washington. G. Attorney's Fees. To the extent not inconsistent with RCW 39.04.240, in any claim or lawsuit for damages arising from the parties' performance of this agreement, each party shall be responsible for payment of its own legal costs and attorney's fees incurred in defending or bringing such claim or lawsuit; however, nothing in this subsection shall limit the City's right to indemnification under Section 10 of this agreement. DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 H. Written Notice. All communications regarding this agreement shall be sent to the parties at the addresses listed on the signature page of this agreement, unless otherwise notified. Any written notice shall become effective upon delivery, but in any event three (3) calendar days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated on this agreement. Assignment. Any assignment of this agreement by the Contractor without the written consent of the City shall be void. J. Modification. No waiver, alteration, or modification of any of the provisions of this agreement shall be binding unless in writing and signed by a duly authorized representative of the City and Contractor. K. Severability. If any one or more sections, sub-sections, or sentences of this agreement are held to be unconstitutional or invalid, that decision shall not affect the validity of the remaining portion of this agreement and the remainder shall remain in full force and effect. L. Entire Agreement. The written provisions and terms of this agreement,together with any attached Exhibits, supersede all prior verbal statements by any representative of the City, and those statements shall not be construed as forming a part of or altering in any manner this agreement. This agreement and any attached Exhibits contain the entire agreement between the parties. Should any language in any Exhibit to this agreement conflict with any language contained in this agreement, the terms of this agreement shall prevail. M. Mutually Bound. Contractor and Subcontractor are mutually bound by the terms of this agreement. Terms of this agreement will apply to the work of any subcontractor. The Contractor shall assume toward the subcontractor all obligations and responsibilities the Owner, under this agreement, assumes toward the Contractor, and the Subcontractor shall assume toward the Contractor all obligations and responsibilities which the Contractor, under this agreement, assumes towards the Owner. IN WIT SoltiliEKOF,the parties below have executed this agreerperit. acu Igned by: CONTRACTOC---- - THE CITY OFABREMAOL E F47 ' BAF $?Ay:E el e Print Name: eve Print Name: Title: Manager Title: mayor DATE 6/6/2024 DATE 6/6/2024 "itEIQUEDyAS TO FORM: kU , rtwibt 52ACBE8381 BO462... Kylie J. Finnell Bremerton City Attorney DocuSigned by: 4abtAMAY 24E1J5ED4E4bU41 h... Angela Hoover, City Clerk DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Es'ID FORMS ACKNOWLEDGEMENT OF BID AND ADDENDA 1. The undersigned Bidder proposes and agrees,if this Bid is accepted,to execute the Public Works Agreement with the City of Bremerton to perform the WORK as specified or indicated in said Bid Documents entitled 5000 Road Two Bridge Installations and Associated Road Work. 2. Bidder accepts all of the terms arid conditions of the Bid Documents. 3. Bidder hes examined copies of all the Bid Documents including the following.addenda (receipt cf all of which is hereby acknowledged). Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. Addenda Number: Date: 4. Bidder he.s familiarized itself with the nature and extent of the Bid Documents,WORK, site,locality where the WORK is to be performed,the legal requirements(federal,state and local laws,ordinances,rules,and regulations),and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing,and including all Bid Forms contained in this Bid,said Bidder further agrees to complete the WORK required under the Bid Documents within the Contract Time stipulated in said Bid Documents,arid to accept in full payment therefore the Contract Price based on the Total Bid Price. Dated: 2 _ 2OZ y Company Name:�/H� ' G c- By: _ Title: rnA Nfq?tit, (Signature) 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 11 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 jlkl)SCHEDULE 5000 Road Two Bridge Installations and Associated Road Work The Bid Schedule •nu.:t be completed by the Bidder by filling in each blank in dollars and cents with numerals only. Failure to do so will render the bid non-responsive and will cause its rejection. Reference Measureriont and Payment description in the section Instructions to Bidders for description of hid iter.is. NOTE ON SALES'l'AX: WAC 458-20-13501(12)states that WSST is required on mates fats only for logging roac construction,as such,Contractor shall include the appropriate WSST on all purchased, Bid Item Unit: Est.#of Unit Cost Extended Cost($) - Units ($) Force Account -�_- $35,000.00 Project Mobilization Ls ---- _ ---- 12� c o, D o Environmental Protert_on LS ---- 2 5-1 OD(' ' 09 Task 1: 5000 Road Work and LS ____ ---- Improvements 'j c 5.00. 00 Crushed Surfacing for Task 1 (include CY 630 Li 2.5'W WSST for material c n:y) 2‘ '69. .z a r Structural Fill for TLsk t CY 1130 i 57CN 1 (P, gSb.b d Culvert,geogrid anc miscellaneous materials purchased for Task 1 LS --- (include WSST for material only) ��$ . �O Task 2: 5000 RD Vessey Bridge LS ---- ___- t� j Replacement Li O C>G , DZ) Task 3: 5000 RD Radcar Bridge LS ---- __-- • Replacement -__ _ LI br 000.CO TOTAL BID PRICE3 ! 727, 2a Note: LS=Lump swn;CY=cubic yards i 5000 ROAD TWO BRIDC E INSTALLATIONS AND A:..`iOCIATED ROAD WORK �A-2 12 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Bond#72641061 BID BOND KNOW ALL MEN BY THESE PRESENTS, That Saw Enterprises LLC as Principal,and WESTERN SURETY COMPANY as Surety,are held and firmly bound unto City of Bremerton hereinafter called"CITY,"in the sum of Five percent of amount bid(5%) dollars, (not less than 5 percent of the total amount of the Bid) for the payment of which sum,well and truly to be made.we bind ourselves,our heirs, executors, administrators,successors,and assigns,jointly and severally,firmly by these presents. WHEREAS,said Principal has submitted a Bid to said CITY to perform the WORK required under the bidding schedule(s)of the CITY's Contract Documents entitled 5000 Road Two Bridge Installations )• and Associated Road Work If the Principal is awarded the Bid and, within 14 calendar days after receipt of the Contract Document forms from the CITY,fails to provide the CITY with the duly executed Agreement;the duly executed Certificates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond,all as specified In the Contract Documents, then the Surety shall,without condition and within Ave(5)calendar days from written demand from the CITY,pay to the CITY In U.S.funds, by certified or cashiers check,the full amount of this Bid Bond. This Bond shall be irrevocable for 90 days after the bid opening,as defined in the Contract Documents. The Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected by an extension of the time within which the CITY may accept such bid and Surety further waives notice of any such extension. In the event suit is brought upon this bond by said CITY and CITY prevails,said Prindpal and Surety shall pay all costs incurred by said CITY in such suit,including reasonable attorney's fees and costs to be fixed by the court. SIGNED AND SEALED,this and day of May _2024 SAW ENTERPRISES LLC (SEAL,) WESTERN SURETY COMPANY {SEAL) Principal) ety) ;2_ Y• By: (Signature) (Signature) (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Erik M.Heideman,Attorney-In-Fad Address of Surety to which all notices shall be sent 151 North Franklin,17th Floor,Chicago,IL 60606 Addr.—sc Service of Process(must be a physical address) Suite 300,10634 E.Riverside Dr.,Bothell,WA 98011 CONIWATE * SEAL Fi5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 13 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 ACKNOVV1.aEDGMENT OF SURETY STATE OF Washington :� 99 (Attorney-in-Fact) Bond No. 72641061 COUNTY OF TV �+ii• On this day of \Nn , T ,before me,a notary public in and for said County,personally appeared Erik M. Heideman to me personally known and being by me duly sworn, did say, that he/she is the Attorney-in-Fact of WESTERN SURETY COMPANY, a corporation of Sioux Falls, South Dakota, created,organized and existing under and by virtue of the laws of the State of South Dakota, that the said instrument was executed on behalf of the said corporation by authority of its Board of Directors and that the said_ErLk M. Heideman acknowledges said instrument to be the free act and deed of said corporation and that he/she has authority to sign said instrument without affixing the corporate seal of said corporation. �i_W1T ESS,WHEREOF, I have here to subscribed my�affixed my official seal at Y ��V�Q_ \.t a i fK oryliveleo. ,the day and year last above written. My commission expires • Notary Public Forth 108 -2013 ''• �RL...... .q '.•gM. EXA 7 C� .'C, s, . NQT, y ^: z 'y , PUBLIC °••• JN ....•'.0 r. Wes` WAS‘AA�' 1111 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Sure CompanyWestern POWER OF ATTORNEY-CERTIFIED COPY Bond No. 72641061 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota,and having its principal office in Sioux Falls,South Dakota(the"Company"),does by these presents make,constitute and appoint Erik M. Heideman its true and lawful attorney(s)-in-fact,with full power and authority hereby conferred,to execute,acknowledge and deliver for and on its behalf as Surety,bonds for: Principal: Saw Enterprises LLC Obligee: City of Bremerton Amount: $1,000,000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27th day of April,2022: "RESOLVED:That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic-formatted corporate seal, each to be considered the act and deed of the Company." If Bond No.72641061 is not issued on or before midnight of August 3rd, 2024 ,all authorittr,capieri!4R this Power of Attorney shall expire and terminate. 7` .1/0"retigii'Whe et y esters Surety Company has caused these presents to be signed 24 its Vice President,Larry Kasten,and its is 3rd day of May ..�K WESTERN SURET COMPANY pp }ss CO O Kasten,Vice President LI� tiHVltw6 On this 3rd day of May ,in the year 2024 ,before me,a notary public,personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and wledged said instrument to be the voluntary act deed of said corporation. S. GREENeV1/41A.-r\ NOTARY PUBLIC � '� Notary Public-South Dakota fSOUTH DAKOTA Fes . My Commission Expires February 12, 2027 t undersign o Western Surety Company,a stock corporation of the State of South Dakota,do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable,and furthermore,that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof,I have hereunto set my hand and seal of Western Surety Company this 3rd day of May 2024 WEST RN SURE COMPANY arry�ce President To validate bond authenticity,go to www.cnasurety.00m >Owner/Obligee Services>Validate Bond Coverage. Form F530 6 6-20 2 3 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and will cause its rejection. In any event,no award will be made until all of the Bidder's General Information is delivered to the CITY. Name of Contractor:___SA E'n 2c SCS t'L- UBI #: L)31-I " 32 Name of Primary Contact: STEM t.,) 5Tak Telephone:_ 3(20- `T�S I - ' e-3� ' E-mail address: SHW 11FT /L�Sc �/ , ,1/ /pij4 . ( , co A't. Years in business ur der current name (or list the year incorporated): 2 IRS Employer Numl:er: 2 b — 1 -71 tM o�'( Telephone and Contact person for this Bid: 3(ab -731 "3C-3 2 Number of years the contractor has been engaged in the Construction business under the present firm indicated: _ —I ._ Gross dollar amount o f work currently under contract: I k 356, 6G Type of work licensed to perform: aciv b��A'L GvArt cv2 r✓jL CA V,Ar u ,) Percentage of work';o be performed by GC: _,. 9C1 )( 5000 ROAD TWO BRIIX1E INSTALLATIONS AND ASSOCIATED ROAD WORK 14 APRIL 2024 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 REFERENCES Submit three (3) references for projects of similar size and complexity with a government agency in the past 5 years under the current company name. For each reference, include the following information: • Project Name • Project Location/Address • Description cf Work • Contract Amount • Name of Owner's Representative and contact information (if applicable) l LS`(,; - 2:9 'L3 - 360 J" ?o c -a i�o t�n I►�t C d, 31�Fo - 91� 25ig- L, •••' SA 1� ayc.� u),ptSkt - qt �N l2 2v fl� �� • `� 5 �3g -zoo Abets- 0-r- 5 �c }�0eAspv2_" lJv�51 c�t� 0 Z53 .. zog 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 15 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 LIST() _;g',d,?g q 1TRACTORS The Bidder shall provide the following information and include with this bid or submitted within 24 hours of the l3id Opening, for each Subcontractor who will perform work or labor or render service to the CON'FR,'1CTOR in or about the construction of the work or improvement in an amount in excess of 10 pe:cent of the CONTRACTOR'S total bid. "Rendering service"includes a subcontractor that,p cially fabricates and installs a portion of the work or improvement.The CONTRACTOR shall li;t only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed,the bidder acknowledges that it does not intend to use any.;ubcontractor whose work on the CONTRACT will exceed 10 percent of the bid price.Attach add-titniall sheets if required. If submitted after the bid: Date/Time of su inission: ;Agency verification Initial/date: _- SUBCONTRACTOR#1 Company Name: --- -_ A 0 p Subcontractor License #: Work to be performed Address/Phone#: Bid Amount and%of Total Bid: SUBCONTRACTOR#2 Company Name: Subcontractor License #: Work to be performed: Address/Phone#: Bid Amount and%of Total Bid: SUBCONTRACTOR#3 Company Name: Subcontractor License #: Work to be performed: Address/Phone#: Bid Amount and %of Total Bid: SUBCONTRACTOR#4 Company Name:Subcontractor License t: Work to be performed Address/Phone#: Bid Amount and%of Total Bid: - 5000 ROAD TWO BRIIXiI INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 16 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 NON-COLLUSION AFFIDAVIT STATE OF ) ) ss, COUNTY OF ) $-foltC ,0 being first duly sworn,deposes and says that they are of the party malting the foregoing bid that fate bid is not made in the interest of,or on behalf of, any undisclosed person, partnership, company, association,organization, or corporation; that the bid is genuine and not:collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived,or agreec with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead,profit,or cost element.o f the bid price,or of that of any other bidder,or to secure any advantage against:the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data ;•elative thereto, or paid, and will not pay, any fee to any corporation, partner.thip, company association, organization, bid depository, or to any member or : :::: ofto ! zluse2T ghere eff icolivA bid, ; Subscribed and sworn to before me thi I day rf( 'y 90o N tary Pub ' - d for the County of_ . y _. State of_fgaShincjn3,, (SEAL) I SARA M BROWN Notary Public State of Washington Commission#199922 My Comm. Expires May 29, 2026 5000 ROAD TWO I3R[DGE INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 17 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 f,,ertification ofssti,l,p�iance with Wa a Pa the _� ?totes y nt Sr The bidder her€by i;ertifies that, within the three-year period immediately preceding the bid solicitation date (,3/3J2_4,the bidder is not:a"willful"violator,as defined in RCW 49.48.082,of any provision of chaptE rs 49.46,49.48,or 49,52 RCW,as determined by a final and binding citation and notice of assessmeiit issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct:. SA LA) Aft ' I- rz l SAS L..L c_ Bidder's Busines.;IJ� Signature of AutI-o:Axed Official* Printed Name Title f r i A-P b y lr ( P s/2/zo? ;� !0 Date City State or Country Check One: Partnership 0 Joint Venture 0 Corporation❑ Partnership Sole Proprietorship 0 State of Incorpon don,or if not a corporation,State where business entity was formed: LVti5 ai k'ct pet) ._... If a co-partnership,give firm name under which business is transacted: *If a corporation,proposal must be executed in the corporate name by the president or vice- president(or any of ier corporate officer accompanied by evidence of authority to sign). If a co- partnership,propcsal must be executed by a partner. 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 18 APRIL 2024 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 cEETIFICATION OF E}N-DEBARMENT AND SUSPENSION INSTRUCTIONS TO 3NTRACTORS AND BIDDERS: THIS FORM SHALL BE EXECUTED UPON REQUEST OF THE CI_.'Y THE CONTRACTC R SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS,. SUBCONTRACTORS IVI LIST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK As a prospective contractor for working with the City of Bremerton and as a requirement of your submittal,you are r qj iced to provide debarment/suspension certification indicating that you are in compliance with the below Federal Exec:ul:ive Order AND the Washington State RCW 39.26.200 Debarment: Federal Executive ()riles(E•0.) 12549"Detormentand Suspension"requires that all contractors receiving individtalawards,using federal funds,and all sub-recipients certify that the organization and its principals ale rp t debarred,suspesled proposed for debarment,declared ineligible,or voluntari y excluciei by any Federal department or agency from doing business with the Federal Government. Washington state RC 39.26.200 authorizes tile director to fine or debar any contractor that hold convictions,violai.iors or failures as outliners.in RCW 39.26.200. Your signature ce•tt.besthat neither you noryour principal is presently debarred,suspended, proposed for debarment,declared ineligible,or voluntarily excluded from participation in this transaction by Bay 1•e brat department or agency or any Washington state agency. If,at any time during the term o'the contract,such condition occurs the Contractor will notify the City without delay CERTIFICATION_•I tliQundersigned,cent (;hat the information above is true and complete to the best of my knowlr: o.and belief. Company Name s 5-tw- 1,A)i51-12A-Aa, MAIN-A-9 A.- c., rA --e-7)4 sc--2--- -- Name and Title of Signer(please type or print clearly) ______. Z1------- ___.___..C".....?"-Q— 6/21202_,y Signature _-_ -_-_• Date 5000 ROAD TWO BRDG E INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 19 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 COMPOST REPORTING FORM THE CITY OF' BREMERTON ENCOURAGES THE INCLUSION OF COMPOSTED MATERIALS (.?(INTENT IN ALL PROJECTS Every bidder shall report the amount compostable materials supplied in their bid per BMC 2.76.170. Do you offer conlpa:itable materials in your materials and supplies Yes No. 1. What pe:r;:enk of materials and supplies planned for use in this project will be compliant with ROW 4,+.19A.120 and WSDO'[, standard Specification 9-14.5(8)? 2. What product certifications are provided by your manufacturers showing compliance with RCW 43.1E0..1 20 composted proci.irts and Washington State Standard Specification 9- 14.5? . . n a. (Fleaae list all applicable Certifications. For example, UL Environmental; Compost Manufacturer Alli.nice Certified; or US Composting Board Certified.) I certify that the a bove is true and correct to the best of my knowledge and belief. to the best of my k. owledge and belief.Date: rJ 2.1 20? Bidder: 5t't/� (A) L L By: (Signature) Title: YYt A-N,�c�A. I L EN ICI OF BID FORMS I[10 pages) 5000 ROAD TWO 13R[DG:?INSTALLATIONS AND ASSOCIATED ROAD WORK APRIL 2024 20 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Public Works and Utilities Department 345 6th Street,Suite 100• Bremerton,WA 983 • (360)473-5270 • FAX(360)473-5398 Request for Information Date: Request No.: Project: Project No.: Contractor: Information Request Initiated By: _ _ _ Regarding:_ Specification Section: Request:(For Contractor's Use) Prepared By: Date: Response Assigned To: Project Manager Project Engineer ❑ Resident Project Representative ❑ Response:(For City's Use) Signed: Date: cc: DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Project Name: CITY OF BREMERTON Project#: WORK CHANGE DIRECTIVE (UVCD) Contractor: NTP Date: WC #: Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ATTACHMENT(S) If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Price ❑ Contractor's Records ❑ Lump Sum ❑ Engineer's Records ❑ Time& Materials ❑ Other: ❑ Other: Estimated increase(decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ Substantial Completion: days; If the change involves an increase, the estimated Ready for final payment: days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization. are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON By: By: PAGE 1 OF 1 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 City of Bremerton Engineering Division Daily Force Account Report Contractor: Project: Description of Work: Page of Project No.: Date: Labor Materials Employee S.T. O.T. Material Name Class. Hours Hours Description Unit _, Quantity Subcontracts Subcontractor's Name& • Desctription of Subcontracted Work Unit Quantity Equipment Equipment Working Standby Total - Description&ID No. Hours Hours Hours Notes: Inspector's and Contractor's signatures are required. Refer to Section 1-09.6(1)for reporting requirements. Quantities Reported by: City of Bremerton Reviewed &Acknowledged: Contractor L7c•ricinn _ AI Ifll DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 SUBMITTAL FORM Submittal No.: Date: Project: Resubmittal(YIN): No Contractor: Project No. Previous Submittal No. -- To Be Completed by the Contractor To Be Completed by the City Specification No Make Amend Item P/C Para/Dwg Copies Exceptions Corrections and Rejected No. (*) Reference Description of Item Sub'm Taken Noted Resubmit Resubmit C — ❑ ❑ _0 ❑ ❑ ❑ ❑ e (*) P-Partial Submittal,C-Complete Submittal Contractor,initial by either(a)or(b),to certify the following: (a) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown, except for the following deviations(list deviations): Contractors Authorized Representative Review Remarks: Corrections or comments made relative to submittals during this review do not relieve the contractor from Very truly yours, compliance with the requirements of the drawings and specifications. This check is only for review of City of Bremerton general conformance with the design concept of the project and general compliance with the information Dept.of Public Works and Utilities given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions;selecting fabrication processes and techniques of construction;coordinating his work with that of other trades,and performing his work in a safe and satisfactory manner. Project Manager DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 APPENDIX D Construction Drawings 5000 Road Improvement and Fill Widening Designs 3 pages Culvert and Material list 1 page 5000 Road Improvement Work List 1 page 5000 Road Vessey Bridge Replacement Designs 7 pages 5000 Roady Vessey Bridge Replacement Manufacturer Specifications 24 pages 5000 Road Railcar Bridge Replacement Designs 6 pages 5000 Road Railcar Bridge Replacement Manufacturer Specifications 21 pages DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Bremerton Watershed - 5000 Road Additional Culvert List Station I Dia. I Length I COMMENTS 81+27± Add Energy Dissipater 88+00± 18" 30' Install 181k 30' CPP 95+44 24" 30' Upgrade to 24"x 30' CPP 95+91 18" 30' Install 181k 30' CPP 102+48± 18" 6' Extend 18" Pipe 6' (plus band) 105+71 18" 30' Install 18"x 30' CPP 106+12 24" 34' Upgrade to 24"x 34' CPP 107+71± 18" 30' Upgrade to 18" CPP 107+71± 24" 36' Add 24"x 36' CPP 112+99 30" 66' Replace w/30"x 66' CPP&Widen Road Oustide 113+77 24" 34' Upgrade to 24' x 34' CPP&Widen Road Outside 120+91 24" 50' Replace w/24"x 50' CPP 130+41 36" 36' Upgrade to 36"X 36' CPP 133+34± 18" 30' Install 18"x 30' CPP to drain turnaround 134+80 Install 16' x 65' Modular Bridge 139+50± 18" 30' Add 18"x 30' CPP for drainage 145+72 Install 16' x 65' Modular Bridge Culvert Quantity 18"x 6' (wiband) 1 Geo-Grid (BX100 or equivalent) 370±sq-yds 18"x30' 6 24"x30' 1 24"x34' 2 24"x36' 1 24"x50' 1 30"x66' 1 36"x36' 1 DocuSign Envelope ID:684D9CB7-232F-4A05-BB48-8096FC3D7364 Bremerton Watershed - 5000 Road Improvement Worklist STATION I MILES I DIA I LGTH I TYPE I REMARKS COMMENTS 0+00 36 36 Concrete Lesco Creek 21+12 0.4 18 30 CMP Just past 5100 JCT 29+56 0.56 2 x 72" 60 Concrete Union R.2 Culverts concrete 75+004 1.42 18 30' Erosion close to reservoir Improve Ditchline downhill 81+274 1.54 18 30' CPP Erosion close to reservoir Add Energy Dissipater 83+804 1.59 Narrow Roadway Inslope road or Widen inside(rock) 84+604 1.60 Narrow Roadway Widen Road Inside(rock) 88+004 1.67 Add 18"Cross-Drain Install 18'k 30'CPP 95+44 1.81 18" 30' Ns Stream Upgrade to 24"x 30'CPP 95+91 1.82 Add 18"Cross-Drain Install 18'k 30'CPP 101+704 1.93 Widen Road Inside(Rock?) Possible Borrow Source 102+484 1.94 18 CPP Narrow Roadway Extend 18"Pipe 6'&Widen Outside 103+304 1.96 Narrow Roadway Widen Road Inside(Rock?) 103+50 1.96 24 30 CPP Tidy Bowl Creek Widen Road inside as possible 105+71 2.00 CPP Add 18"Cross-Drain Install 18"x 30'CPP 106+12 2.01 18 30 CMP Upgrade to 24" Upgrade to 24"x 34'CPP 107+354 2.03 Narrow Roadway Widen Road Inside(Rock?) 107+714 2.04 12 30 CMP Simple Cross Drain Upgrade to 18"CPP 108+234 2.05 Narrow Roadway Widen Road Inside(Rock?) 112+69f114+00± Narrow Roadway Fill Widening Segment(refer to Detail Sheets) 112+99 2.14 42 30 Concrete Undersized Pipe&Narrow Road Replace w/30"x 66'CPP&Widen Road Oustide 113+77 2.15 48 30 CMP Undersized Pipe&Narrow Road Upgrade to 24'x 34'CPP&Widen Road Outside 114+004 2.15 Narrow Roadway Widen Road Inside(Rock?) 115+804 2.19 Narrow Roadway Widen Road Inside(Rock?) 120+91 2.29 42 30 Concrete Undersized Pipe Replace w/24'k 50'CPP 126+19 2.39 24 30 CPP Cut RA growing in bank 127+504 2.41 Slide Area w/Sheet-Pile wall 130+41 2.47 24 30 CAP Alum.Pipe Upgrade to 36"X 36'CPP 133+344 2.53 Add Drainage Install 18"x 30'CPP to drain turnaround 134+64 2.55 18 30 CMP Retain CMP 134+80 2.55 Vessey Bridge Replace w/16'x 65'Modular Bridge 138+004 2.62 5300 Rd 139+504 2.64 Add 18"CPP for drainage Add 18"x 30'CPP for drainage 145+72 2.76 RR Car Bridge Replace w/16'x 65'Modular Bridge 146+00 2.77 22 30 Concrete 5400 JCT 155+00 2.95 18 30 CMP 4200 JCT 171+00 3.24 24 30 CMP ALUM. 5500 Road Page 1 of 1 APPENDIX D Construction Drawings 5000 Road Improvement and Fill Widening Designs 3 pages Culvert and Material list 1 page 5000 Road Improvement Work List 1 page 5000 Road Vessey Bridge Replacement Designs 7 pages 5000 Roady Vessey Bridge Replacement Manufacturer Specifications 24 pages 5000 Road Railcar Bridge Replacement Designs 6 pages 5000 Road Railcar Bridge Replacement Manufacturer Specifications 21 pages THIS PAGE INTENTIONALLY LEFT BLANK Bremerton Watershed - 5000 Road Additional Culvert List Station I Dia. I Length I COMMENTS 81+27± Add Energy Dissipater 88+00± 18" 30' Install 181k 30' CPP 95+44 24" 30' Upgrade to 24"x 30' CPP 95+91 18" 30' Install 181k 30' CPP 102+48± 18" 6' Extend 18" Pipe 6' (plus band) 105+71 18" 30' Install 18"x 30' CPP 106+12 24" 34' Upgrade to 24"x 34' CPP 107+71± 18" 30' Upgrade to 18" CPP 107+71± 24" 36' Add 24"x 36' CPP 112+99 30" 66' Replace w/30"x 66' CPP&Widen Road Oustide 113+77 24" 34' Upgrade to 24' x 34' CPP&Widen Road Outside 120+91 24" 50' Replace w/24"x 50' CPP 130+41 36" 36' Upgrade to 36"X 36' CPP 133+34± 18" 30' Install 18"x 30' CPP to drain turnaround 134+80 Install 16' x 65' Modular Bridge 139+50± 18" 30' Add 18"x 30' CPP for drainage 145+72 Install 16' x 65' Modular Bridge Culvert Quantity 18"x 6' (wiband) 1 Geo-Grid (BX100 or equivalent) 370±sq-yds 18"x30' 6 24"x30' 1 24"x34' 2 24"x36' 1 24"x50' 1 30"x66' 1 36"x36' 1 Bremerton Watershed - 5000 Road Improvement Worklist STATION I MILES I DIA I LGTH I TYPE I REMARKS COMMENTS 0+00 36 36 Concrete Lesco Creek 21+12 0.4 18 30 CMP Just past 5100 JCT 29+56 0.56 2 x 72" 60 Concrete Union R.2 Culverts concrete 75+004 1.42 18 30' Erosion close to reservoir Improve Ditchline downhill 81+274 1.54 18 30' CPP Erosion close to reservoir Add Energy Dissipater 83+804 1.59 Narrow Roadway Inslope road or Widen inside(rock) 84+604 1.60 Narrow Roadway Widen Road Inside(rock) 88+004 1.67 Add 18"Cross-Drain Install 18'k 30'CPP 95+44 1.81 18" 30' Ns Stream Upgrade to 24"x 30'CPP 95+91 1.82 Add 18"Cross-Drain Install 18'k 30'CPP 101+704 1.93 Widen Road Inside(Rock?) Possible Borrow Source 102+484 1.94 18 CPP Narrow Roadway Extend 18"Pipe 6'&Widen Outside 103+304 1.96 Narrow Roadway Widen Road Inside(Rock?) 103+50 1.96 24 30 CPP Tidy Bowl Creek Widen Road inside as possible 105+71 2.00 CPP Add 18"Cross-Drain Install 18"x 30'CPP 106+12 2.01 18 30 CMP Upgrade to 24" Upgrade to 24"x 34'CPP 107+354 2.03 Narrow Roadway Widen Road Inside(Rock?) 107+714 2.04 12 30 CMP Simple Cross Drain Upgrade to 18"CPP 108+234 2.05 Narrow Roadway Widen Road Inside(Rock?) 112+69f114+00± Narrow Roadway Fill Widening Segment(refer to Detail Sheets) 112+99 2.14 42 30 Concrete Undersized Pipe&Narrow Road Replace w/30"x 66'CPP&Widen Road Oustide 113+77 2.15 4@ 30 CMP Undersized Pipe&Narrow Road Upgrade to 24'x 34'CPP&Widen Road Outside 114+004 2.15 Narrow Roadway Widen Road Inside(Rock?) 115+804 2.19 Narrow Roadway Widen Road Inside(Rock?) 120+91 2.29 42 30 Concrete Undersized Pipe Replace w/24'k 50'CPP 126+19 2.39 24 30 CPP Cut RA growing in bank 127+504 2.41 Slide Area w/Sheet-Pile wall 130+41 2.47 24 30 CAP Alum.Pipe Upgrade to 36"X 36'CPP 133+344 2.53 Add Drainage Install 18"x 30'CPP to drain turnaround 134+64 2.55 18 30 CMP Retain CMP 134+80 2.55 Vessey Bridge Replace w/16'x 65'Modular Bridge 138+004 2.62 5300 Rd 139+504 2.64 Add 18"CPP for drainage Add 18"x 30'CPP for drainage 145+72 2.76 RR Car Bridge Replace w/16'x 65'Modular Bridge 146+00 2.77 22 30 Concrete 5400 JCT 155+00 2.95 18 30 CMP 4200 JCT 171+00 3.24 24 30 CMP ALUM. 5500 Road Page 1 of 1 TABLE OF CONTENTS -JOB # 9681 DWG.NO. DESCRIPTION OR NAME REV. DATE 000-CP-01 COVER PAGE 0 =eb 12, 2024 010-GN-01 GENERAL NOTES 0 =eb 12, 2024 020-GAD-01 3D GA AND SHIPPING BOM 0 =eb 12, 2024 020-GAD-02 GENERAL ARRANGEMENT 0 =eb 12, 2024 020-GAD-03 NORTH ABUTMENT DETAILS 0 =eb 12, 2024 020-GAD-04 SOUTH ABUTMENT DETAILS 0 =eb 12, 2024 020-GAD-05 DECK AND MISCELLANEOUS DETAILS 0 =eb 12, 2024 030-SS-01 STEEL SUPERSTRUCTURE LAYOUT 0 =eb 12, 2024 030-SS-02 LATERAL BRACE DETAILS 0 =eb 12, 2024 030-SS-03 DIAPHRAGM DETAILS 0 =eb 12, 2024 040-GA1-01 GIRDER Al DETAIL 0 =eb 12, 2024 040-GB1-01 GIRDER B1 DETAIL 0 =eb 12, 2024 041-G-01 GIRDER DETAILS 0 =eb 12, 2024 042-EDSW-01 END DIAPHRAGM STRUT WELDMENT DETAIL 0 =eb 12, 2024 042-IDSW-01 INT DIAPHRAGM STRUT WELDMENT DETAIL 0 =eb 12, 2024 043-EBA1 -01 EXPANSION BEARING ASSEMBLY DETAIL 0 =eb 12, 2024 043-FBA1 -01 FIXED BEARING ASSEMBLY DETAIL 0 =eb 12, 2024 100-A-01 END DECK PANEL A 0 =eb 12, 2024 100-B-01 INTERMEDIATE DECK PANEL B 0 =eb 12, 2024 150-BW1-01 BALLAST WALL LAYOUT BW1 0 =eb 12, 2024 150-BW2-01 BALLAST WALL LAYOUT BW2 0 =eb 12, 2024 160-S1 -01 SILL S1 LOW SIDE 0 =eb 12, 2024 160-S2-01 SILL S2 HIGH SIDE 0 =eb 12, 2024 190-DET-01 FORMED REBAR AND MISCELLANEOUS DETAILS 0 =eb 12, 2024 CITY OF BREMERTON 5000 ROAD VESSEY BRIDGE 65'-O" HL-93 COMPOSITE BRIDGE PROJECT: CITY OF BREMERTON 5000 ROAD VESSEY BRIDGE _ IPPIPAPID-SPAN 65'-0" HL-93 COMPOSITE BRIDGE 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR TITLE: www.ropidspcn.cam 1-800-661-2047 COVER PAGE B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, RON RIEMENS 9681 000-CP-01 REV DATE DESCRIPTION DRAWN CHK�`NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. / e REFERENCE DRAWINGS: -PACIFIC FOREST RESOURCES 5000 ROAD VESSEY BRIDGE SHEETS 1 TO 6 NOTICE: DESIGN SPECIFICATIONS: -THESE DRAWINGS ARE FOR THE BRIDGE COMPONENTS DETAILED HEREIN ONLY. -DESIGN CODE:AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,9TH EDITION RAPID-SPAN IS NOT RESPONSIBLE FOR THE OVERALL BRIDGE DESIGN.THE -LIVE LOAD: HL-93 STRENGTH I ENGINEER OF RECORD SHALL VERIFY THE INFORMATION PRESENTED IN THESE -OCCASIONAL OVERLOAD:U80 STRENGTH II DRAWINGS IS COMPATIBLE WITH THE OVERALL DESIGN CONCEPT AND THAT ASSEMBLY& INSTALLATION: HYDROLOGICAL, ROADWAY ALIGNMENT,TRAFFIC CONTAINMENT, GEOTECHNICAL AND ALL OTHER DESIGN CONSIDERATIONS ARE SATISFIED AND ARE CONSISTANT -IN ACCORDANCE WITH AASHTO, LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. WITH REQUIREMENTS OF THE REGULATORY AUTHORITY. -FIELD ASSEMBLY&INSTALLATION IS BY OTHERS, NO RESPONSIBILITY IS ACCEPTED FOR WORK BY OTHERS -RAPID-SPAN'S SCOPE OF WORK DOES NOT INCLUDE FIELD INSPECTION SERVICES. -RIGGING SHALL ENSURE THAT EQUAL LOAD IS APPLIED TO ALL LIFT POINTS. THE ENGINEER OF RECORD SHALL VERIFY THE SUPPLIED COMPONENTS ARE STEEL SPECIFICATIONS: INSTALLED IN ACCORDANCE WITH THESE DRAWINGS. -PLATE IN ACCORDANCE TO ASTM A709 GRADE 50W WITH A MINIMUM CVN TOUGHNESS OF 20 FT-LBS @-20°F -ANGLES SHALL COMPLY TO ASTM A588 -BOLTS IN ACCORDANCE WITH ASTM F3125 GRADE A325, TYPE 3. THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANES. -SHEAR STUDS SHALL CONFORM TO ASTM A108 GRADE 1015, 1018 OR 1020 AND SHALL MEET THE REQUIREMENT OF AWS D1.5 TABLE 7.1 FOR TYPE B STUDS -ALL WELDING IN ACCORDANCE WITH AWS D1.5 -TERMININATE FILLET WELDS 3/8" FROM THE CORNERS OF STIFFENERS AND GUSSETS -BEARING STIFFENERS SHALL BE FIT TO BEAR AGAINST THE BOTTOM FLANGE AND HAVE A TIGHT FIT AGAINST TOP FLANGE.ALL OTHER DIAPHRAGM STIFFENERS SHALL HAVE A TIGHT FIT AGAINST BOTH FLANGES. INTERMEDIATE TRANSVERSE STIFFENERS SHALL HAVE A TIGHT FIT AGAINST THE TOP FLANGE. ELASTOMERIC BEARING SPECIFICATIONS: -BEARING PADS SHALL CONFORM TO AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS,60 DUROMETER NATURAL RUBBER, GRADE 3. GROUT SPECIFICATIONS: -GROUT SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MINIMUM COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS. GENERAL NOTES: -UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS ARE IN IMPERIAL UNITS. -UNLESS OTHERWISE SPECIFIED ALL HOLES TO BE 15/16"DIA. PRECAST CONCRETE SPECIFICATIONS: NAME MIX DESIGN COMPRESSIVE STRENGTH STRIPPING STRENGTH ENTRAINED AIR SLUMP CONCRETE TEMPERATURE AT 28 DAYS AT POUR DECK PANEL 228.0 5000 PSI 3000 PSI 5%TO 8% 5 1/2"TO 8 1/2" 50°F TO 90°F SILL 228.0 5000 PSI 3000 PSI 5%TO 8% 5 1/2"TO 8 1/2" 50°F TO 90°F WALL 112.1 5000 PSI 3500 PSI 5%TO 8% 23"TO 28 1/4" 50°F TO 90°F REINFORCING: -HOT-ROLLED DEFORMED BILLET-STEEL CONFORMING TO CSA STANDARD G30.18M GRADE 400W. FY=58 KSI -NOMINAL CROSS-SECTION AREA: 10M 0.155 IN SQ. 15M 0.310 IN SQ. 20M 0.465 IN SQ. 25M 0.775 IN SQ. FINISH: -TOP SURFACE OF DECK PANELS OVER DECK SURFACE:TRANSVERSE BROOM -OTHER TOP SURFACES: SMOOTH FLOAT -FORMED SURFACES: SMOOTH FORM ESTIMATED WEIGHTS IN LBS.: -STEEL SUPERSTRUCTURE= 21378 -STEEL SUPERSTRUCTURE C/W PRECAST AND BEARINGS= 170658 - /� efr`lger; PROJECT: CITY OF BREMERTON ti`�°01/k 5000 ROAD VESSEY BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN .Arfri + row 1 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 1-800-661-2047 ,' TITLE: GENERAL NOTES B FEB01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \tiVGPN� RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL w� ' A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9681 010-GN-01 REV DATE DESCRIPTION DRAWN CHK , NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. BILL OF MATERIALS - JOB # 9681 ITEM QTY DESCRIPTION OR NAME SIZE WEIGHT GA1 1 GIRDER 1'-3118"x3'-8118"x65'-1118" 9286.8 GB1 1 GIRDER 1'-3118"x3'-8118"x65'-1118" 9286.9 EBA1 2 EXPANSION BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 EDSW1 2 END DIAPHRAGM STRUT WELDMENT 4112"x 8114"x 11'-10 318" 297.9 FBA1 2 FIXED BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 IDSW1 2 INT DIAPHRAGM STRUT WELDMENT 4318"x85116"x11'-10318" 280.0 A 2 END DECK PANEL 7'-1 7/8"x 1'-11"x 17'-8" 29584.3 B 7 INT DECK PANEL 7'-1 7/8"x 1'-11"x 17'-8" 102564.4 BW1 1 BALLAST WALL 4'-6"x 26'-0"x 8" 10686.5 BW2 1 BALLAST WALL 3'11 1/4"x 26'0"x 8" 9245.E ,01111 o p O) S1 1 SILL 18'-0"x 2'-6"x 3'-9 7/16" 13004.4 S2 1 SILL 18'-0"x 2'-6"x 1'-9 1/2" 10189.9 1::::, P0000393 73 TARGET COARSE TRAFFIC PATCH 55 LB BAG 4015 o O IP°h>' '''' P0000394 35 TARGET FINE TRAFFIC PATCH 55 LB.BAG 1925 CD O p 40IWPM IP L1 6 LATERAL BRACE DIAGONAL L4"x4"x3/8"x15'-41/8" 896.1 pop / `� L2 7 STRUT L4"x4"x3/8"x11'10 3/8" 808.4 o p no L3 4 END DIAPHRAGM DIAGONAL L4"x4"x3/8"x5'51/2" 212.5 o p O / L4 4 INTERMEDIATE DIAPHRAGM DIAGONAL L4"x4"x3/8"x5'61/8" 214.5 o O CD I P0000029 2 LEFT HAND DELINEATOR 1'-0"x 3'-0" 7.0 I /pP0000030 2 RIGHT HAND DELINEATOR 1'-0"x 3'-0" 7.0 O 0111101.111 P0000037 4 TELSPAR SIGN POST 1 3/4"x 10'-0"LONG 82.5 0 P0001394 4 SIKAFLEX 1A 10oz CARTRIDGE 8.8 78F214 100 ASTM A325-3 BOLT ASSEMBLY 7/8"DIA.x 2 1/4"LONG 90.4 o 1F10 32 ASTM A307A-HEX HEAD HDG BOLT 1"DIA.x 10"LONG 71.3 32 ASTM A563A-HDG HEX NUT 1"DIA. 1.1 64 ASTM F844-HDG STANDARD FW 1"DIA. 0.8 ► 38F234 8 ASTM A307A-HEX HEAD HDG BOLT 3/8"DIA.x 2 3/4"LONG 0.9 8 ASTM A563A-HDG HEX NUT 3/8"DIA. 0.0 GENERAL ARRANGEMENT - 3D 8 ASTM F844-HDG STANDARD FW 3/8 DIA. 0.0 /a„=1'0" LIFTING CLUTCHES REQUIRED: P0001289-LIFTING CLUTCHES DAYTON 6T 1Y -4 ,� PROJECT: CITY OF BREMERTON q FMrO 5000 ROAD VESSEY BRIDGE ,�Q � �� RAPID—SPAN /�I��� 65'-0" HL-93 COMPOSITE BRIDGE /0/i/� , � 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR �r.7ry s www�opidspon.corn > aoa ss> 20¢� ' TITLE: 3D GA A N D SHIPPING BO M B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF I�Ca1�E�� RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL , A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 " REV DATE DESCRIPTION DRAWN CHK",NOR USEOD FOR ANY PURPOSE OTHER OF TDHATO FOR WHICHF IT INDIRECTLY, FURNISHED. RON RIEMENS 9681 020-GAD-01 /U \._, —frBW1 ) (BW2<— _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O _ (A ) (B) ( B ) ( B ) CB) ( B ) ( B ) CB) (A ) zo - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - MEMO AMMM1_ GENERAL ARRANGEMENT - PLAN — 1/8"=1'-O" — y 65'-0" 1%GRADE / 63'-0" /1%GRADE f f 1 I —111m111m1J1� 116 —JJ( ,,, ,— 1 1 1 1 111: - .J L L+�J1L o I 1 1 ( ' 1 rD II S2) (S1 44 ,1 FIXED BEARING t EXPANSION BEARING 62'-1115I16" HORIZONTAL I © GENERAL ARRANGEMENT - ELEVATION 10 1/8"=1'-0" 1� J /� ,� ,AA..., CITY OF BREMERTON 5000 ROAD VESSEY BRIDGE Q � 65'-0" HL-93 COMPOSITE BRIDGE - RAPID-SPAN ., ,;,�, ���ri'�'�' TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 1-800-661-2047 F ' � GENERAL ARRANGEMENT , B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF /VG/NEC'+i?, ,: RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL ``t*.w, A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 1,/4, 2024 BE" REV DATE DESCRIPTION DRAWN CHKJ, NOR REPRODUCED, USEOD UFOR ANY PDURPOSE OR OTHERWISE ETH/AN THAT FOR WHICH IT DIRECTLY OR FURNISHED.T RON RIEMENS 9681 020-GAD-02 A\ 16'-0" 1F10 . . 11 1 I:-, , 1 LI' :ice!= .V 1 7 i FBA1 !i !i !i !i FILL SIDE BRIDGE SIDE rini7 FIXED BEARING 12'0" / 1 (;FIXED TYPICAL SUBSTRUCTURE - ELEVATION 3/8"=1'-0" /r V ,..,..., PROJECT: CITY OF BREMERTON 1\ 9 `F �Sty". 3Q ", 5000 ROAD VESSEY BRIDGE �� �r!-� 65'-0" HL-93 COMPOSITE BRIDGE - RAPID-SPAN • ,V . I//FY' ' 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.rop,ispon.com 1-800-661-2047 � '' TITLE: NORTH ABUTMENT DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF `$wIGtN ' RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE" REV DATE DESCRIPTION DRAWN CHK , NOR REPRODUCED, USEOD UFOR ANY PDURPOSE OR OTHERWISE ETH/AN THAT FOR WHICH IT LWASR FURNISHED.T RON RIEMENS 9681 020-GAD-03 �% 16'-0" il 1 F10 -A 1 n .r 11.1: + + + + + + m m In : : + + + + 5/16 V 1 1.11 _ _ _iii �} ,7 BRIDGE SIDE �� FILL SIDE 1 g g g g EBA1 Cst EXPA SION BEARING 12'-0" 10 11 TYPICAL SUBSTRUCTURE - ELEVATION 3/8"=1'-O" > V PROJECT: E ray , CITY OF BREMERTON Qiik(° 5000 ROAD VESSEY BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE '`RAPID-SPAN ( ; %:r 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.,ropidspon.com 1-800-661-2047 \4‘1‘1g TITHE: SOUTH ABUTMENT DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF �‘,,GiNE RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REV DATE DESCRIPTION DRAWN CHK ,k NOR REPRODUCED, USEOD UFOR ANY PDURPOSE OR OTHERWISE ETH/AN THAT FOR WHICH IT DIRECTLY OR FURNISHED.T RON RIEMENS 9681 020-GAD-04 A\ 1 P0000394 FILL LIFTING POCKET WITH GROUT P0000393 FILL STUD POCKET WITH GROUT N u NE iffia i El wit .... 38F234}FIELD DRILL ♦ P0000029 II P0000030 � I STUD POCKET DETAIL LIFTING POCKET DETAIL 1"=1'-0" 2"=1-0" I I 11 11 ,• • • • • • • P0000394 FILL DECK AND CURB JOINT • WITH GROUT ° • 2"NOMINAL CURB • • • • lil • • • • P0000037 • SEAL BETWEEN DECK PANEL P0001394 • • • • AND BALLAST WALL • • • _SI_ �/1"NOMINAL DECK liii_ DELINEATOR SIGN DETAIL 1/2"=1'-0" DECK JOINT DETAIL DECK TO BALLAST WALL DETAIL 1"=1'-0" 1"=1-0" 1� J /� ,� PROJECT: CITY OF BREMERTON ; srQ• 5000 ROAD VESSEY BRIDGE im=miimp.-- v4;0291k s - RAPID-SPAN :" 65'-0" HL-93 COMPOSITE BRIDGE r �y i TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www,ropidspon.com 1-800-661-2047 " �I/rr�' DECK AND MISCELLANEOUS DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF w, RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL l".GINE ,� . A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWERara2,700 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOTBE Feb." REV DATE DESCRIPTION DRAWN CHKJ^, NOR E USEOD LENTUFOR ANY PDURPOSE OOTHOER ETH/AN THAT FOR WH CHDIRECTLY WASR FURNISHTED� ru 14, 2024 RON RIEMENS 9681 020-GAD-05 �Y, e ( Li ) t 6@10'-6"=63'-0" ELL23 � L4� L43 L33 (EDSW1 ) ® B (IDSW1 ) ® (IDSW1 ) ® (EDSW1 ) k /1'0" 02 1'-0"i ,i © \ r^ .• r-- :: r o :: e• .. e• .. •• .. ,°• .. .. ve a e. .. ee .. —:: / \ / \ / \ ^ / \ ^ / \ / \ EN / \ / \ / \ O 6 q ee too e —oo :: ee :: ee ee —,: 1 02 ® C[_) © es ® 11 4e 2 STEEL SUPERSTRUCTURE - PLAN 10 1/8"=1'-0" NOTE:STEEL SUPERSTRUCTURE ROTATED FLAT FOR FABRICATION 113/4 "CAMBER 0 CAMBER 0 CAMBER HORIZONTAL WORK LINE n i / b o M coeo 20 © 10 CAMBER DIAGRAM 1/8"=1'-O" )- v staN PROJECT: CITY OF BREMERTON Q � 5000 ROAD VESSEY BRIDGE RAPID-SPAN -�V/' ��i 65'-0" HL-93 COMPOSITE BRIDGE rrir TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 STEEL SUPERSTRUCTURE LAYOUT B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF •a G+NC� E. RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 1,/ 4, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9681 030-SS-01``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. e 3" 3" 1" / / / 1"COPE/ y ( Li ) 0 / 07 / (PLg (78F214 J / ev / /// l 4s" / / / / / • ., ., ., ., i - ./. i . ,-/- / ,-s / 1/4/ / \ 0 - // \\\ / 1/4� co // 0 \\ 78F214 ) / I 1 /4 1/4A \ / / P\ // \ \ \ \ L 1 z �PL7) 1I2'�,1, / PL10 PL10) \ (78F214 1 1 ( L1 ) ?Li ) A LATERAL BRACE DETAIL B LATERAL BRACE DETAIL L2) 01 2„=1-0° 01 2„=1-0„ Y. 1 PROJECT:�,�,� CITY OF BREMERTON q � 'r�;� 5000 ROAD VESSEY BRIDGE RAPID—S�AIV 1``...•til� ; 65'-0" HL-93 COMPOSITE BRIDGE � WI iii r 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 1 800 667 2047 `► r r TITLE: LATERAL BRACE DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL 'A�G2KISI� A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ./..,,/- . / ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. IY� Z�ZY �+�+ BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9681 030-J`'-02``REV DATE DESCRIPTION DRAWN CHK�/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e ( PL6? PL4 EDSW1 9° PL4 ( PL6) M / _ _ �. 1/4 � \ 1/4 o 1/4 N NIAN , , L3 L3 \ 1/4 1 .___1-,3e\ - 6/16 v ® I 5116 i 13116" 78F214 ) 1"COPE / 11/2 3" / 12'-0" 1 END DIAPHRAGM CROSS SECTION 01 1/2"=1.-o" PL8 IDSW1 <pe' PL8 M\ _ - _ / = = 1/4 `� 1/4 1/4\ 1 1/4/> CV / \ale _ j L4 L4 � � --____. 5/16 v\ 0 5/16/ M 13116, 78F214) 1"COPE 11/2" 3" / 12'-0" / 2 INTERMEDIATE DIAPHRAGM CROSS SECTION 01 1/2"=1 V-o" v --�° PROJECT:1 — ,�,,.„ CITY OF BREMERTON �� 9 F� �rc, 5000 ROAD VESSEY BRIDGE RAPID-SPAN 65-0 HL-93 COMPOSITE BRIDGE I �:Adni � / TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR ( ;r/! �nvw.�opidspon.com 7-800-667-2047 DIAPHRAGM DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW RAPID-SPAN THISTRUCTURESHLTD DRAWING AS OND T BSELENT TTON STHE BORROWERHED AND IS E FOROHIS CONFIDENTIAL PROPERTY OF \.. .ArGtN c A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER 7.a,► - ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9681 030-SS-03``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. BILL OF MATERIALS - JOB # 9681 WT.LBS. ITEM QTY DESCRIPTION OR NAME SIZE TOTAL GA1 1 GIRDER 1'-31/8"x3-81/8"x65-11/8" 9286.8 2 BFA1 1 BOTTOM FLANGE PLATE 1"x 15"x 64'11 11116" 3316.7 n n 1 TFA1 1 TOP FLANGE PLATE 3/4"x 15"x 65'-0 3/8" 2489.7 Q 4� (1)1 CT) Q CT) 4� 11 WA1 1 CAMBERED WEB PLATE 3/8"x351/2"x65-0" 2944.9 (PL3 (PL9) PL10 PL10 PL10 PL10 ( PL9 P PL30000028 END PLATE ION PLAQUE 3/8 x12 x 8 x110" 0.3 1 1 IDENTIFICAT O " �.- :: :: -:-:- :: :: ::' :: -:-:* :: -:-:- :: :-:i :: . PL4 2 BEARING STIFFENER 1/2 x 71/16 x 2 11 1/2 70.8 PL3) PL5 2 WEB STIFFENER 1/2"x 5"x 2'-9 1/2" 47.4 PL6 2 BEARING STIFFENER 1/2"x 7"x 2'-11 1/2" 70.2 FAR SIDE{ PL4)(PL5) (PL7) (PL8) (PL7) ( PL8) (PL7) (PL5)( PL6) PL7 3 LATERAL BRACE STRUT STIFFENER 3/8"x65/8"x7" 14.6 PL6 NEARSIDE{ PL8 2 INTERMEDIATE DIAPHRAGM STIFFENER 3/8"x 71/8"x 2'-111/2" 53.6 GIRDER PLAN PL9 2 LATERAL BRACE GUSSET 3/8"x65/8"x77/16" 10.3 1/8"=1'-0" PL10 4 LATERAL BRACE GUSSET 3/8"x 6 11/16"x 7 7/16" 20.8 78S5 189 ASTM A108 STUD 7/8"DIA.x 5"LONG 162.5 RUNNING DIMENSION TO CD • co STUD GROUPS ALONG X' X' s oc-'12 -- r 3 `s- "� TOP FLANGE.(SEE STUD N o rn o0 9 � M 3. N cc in rn c0 0 1 N cc in 1)9 C En 1.2 CO C cV t) f- C N - f� b c F- i co CC2 2 GROUP DETAIL ON 041-G-01) o rn co N N N N M ch ch c� v v v in co co co RUNNING DIMENSION TO FIRST 10 FACE OF STIFFENER(SEE GIRDER — -- Zo o in i� o 0 END DETAIL ON 041-G-01) o Cn N M v n CD CO (P0000028 )TFA1 ) r. . . . is . IN . 4. . . . w . . IN . . . . Ill . MI - t r I I I II I +� I x x .. _,/ �16 , , PAINT RAPIDSPAN LOGO RUNNING DIMENSION TO FIRST 6"x 2'-6" BFA1 ) FACE OF STIFFENER.(SEE GIRDER END DETAIL ON 041-G-01) u? N - a) Ur) . co CV E.) A LC) n N GIRDER ELEVATION 1/8"=1'-0" PROJECT: CITY OF BREMERTON 5000 ROAD VESSEY BRIDGE � p 1� A PID-J 1 V PAN 65'-0" HL-93 COMPOSITE BRIDGE 11 1 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR TITLE: �nvw.�opidspon.com �-aoo-ss�-2o4� - GIRDER Al DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE LENT OR%REV DATE DESCRIPTION DRAWN CHKJ`NOR USEOD FOR ANY PURPOSE OTHER TTHAN THAT FOR WHICH IT LWASR FURNISHTED., P KING RON RIEMENS 9681 040-GA1-01 /: \J e BILL OF MATERIALS - JOB # 9681 WT.LBS. ITEM QTY DESCRIPTION OR NAME SIZE TOTAL 1 2 T ® T © T ® 0 GB1 1 1'31/8" '-88"x '1 " 8 O 1011 BFB1 1 BOTTOMGIRDER FLANGE PLATE 1"x 15"x 64'65 11 111161/8" 3316.7926.9 TFB1 1 TOP FLANGE PLATE 314x3 "x1/15"x 65'0 318" 2489.7 (PL3< / PL3) x35112 W 3/8 B1 1 CAMBERED WEB PLATE "x 65'0" 2944.9 © ii ',4, „ # ;, �, ;, ;, -;*--- P0000028 1 IDENTIFICATION PLAQUE 8"x 10" 0.3 PL3 2 END PLATE 3/8"x12"x3'-01/4" 85.1 (PL10 PL10 (PL10 PL10) PL10 PL10 PL4 2 BEARING STIFFENER 1/2"x 7 1/16"x 2'-11 1/2" 70.8 FAR SIDE PL6 PL6 PL5 2 WEB STIFFENER 1/2"x 5"x 2'-9 1/2" 47.4 NEAR SIDE PL4 ( PL5) (PL7) (PL8) ( PL7 ) (PL8) ( PL7 ) ( PL5 ) E PL4) PL6 2 BEARING STIFFENER 1/2"x 7"x 2'-11 1/2" 70.2 GIRDER PLAN PL7 3 LATERAL BRACE STRUT STIFFENER 3/8"x65/8"x7" 14.6 1/8'=1'-0" PL8 2 INTERMEDIATE DIAPHRAGM STIFFENER 3/8"x 71/8"x 2'-111/2" 53.6 PL10 6 LATERAL BRACE GUSSET 3/8"x 6 11/16"x 77/16" 31.2 78S5 189 ASTM A108 STUD 7/8"DIA.x 5"LONG 162.5 RUNNING DIMENSION TO - - - i0 - - - _� i0 STUD GROUPS ALONG rn o N- C) `� a`o o ` N- N m c rn 7- co o `,2 N N rn o TOP FLANGE.(SEE STUD N 7.0 O CK) rf) 00 O CV rL) N- O CV g Pe'', - C) CV I' C) CO C) `a 2 GROUP DETAIL ON 041-G-01) o - M rs/ / / / / N N N N M ch/ / M M v v v rn/ / / / Co co v, / RUNNING DIMENSION TO FIRST FACE OF STIFFENER(SEE GIRDER o co r, o 0 END DETAIL ON 041-G-01) o N M v c�c"'c / / / / / / / / / s / /TFB1 ) c`. WB1 ) 5'16/ / \—PAINT RAPIDSPAN LOGO 6"x2'-6" \(BFB1 ) RUNNING DIMENSION TO FIRST FACE OF STIFFENER.(SEE GIRDER ,P0000028) END DETAIL ON 041-G-01) ED CD CD CD CD r CD rD CD ram. ``) N - - `) i[) - M N Zn C) L En 7 N CO GIRDER ELEVATION 1/8"=1'-O" V 1 PROJECT: CITY OF BREMERTON Fsra 5000 ROAD VESSEY BRIDGE iliiiiii ,� � 65'-0" HL-93 COMPOSITE BRIDGE RAPID—SPAP dv N o ` , ( ' /�I/��j - TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.roprdspon.corn 7-800-667-2047 t �//!i GIRDER B1 DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF ' RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL F4/ 0 , A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER GIN ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT �, )p BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, Feb, 14 2024 P KING RON RIEMENS 9681 040-GB1-01``REV DATE DESCRIPTION DRAWN CHKK) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. f '' e OI w z w z w w w 1= o co 0 w z O z w 1'-3" 6" 6" R < o re PL3 En 1/4 V 11 v z z z f z _ w \ 8-1 1/4"DIA.HOLES 0p 5/16� 1/4/ tMIII P C U /16 /4 7855 6 EQUALLY SPACED AT60 DEGREES 0 0 ON A 7"DIAMETER CIRCLE AND ONE CENTERED. co II 1 6"x 6"SHACKLE SLOT • c ((�� 1/4� (1"RADIUS CORNERS) •I� 1/4 Z0 2 3/8"mm DIA HOLE I O ' N 8 O O 73) III • • PL5) II I 1 r • t REF. • Zip II 5/16> • V STUD GROUP DETAIL C 5/16 j.M I 0 -� I EN .V vz ,\) zzz cX' re 1'3" z 3" 3" 0 u_ GIRDER CROSS SECTION AT WEB STIFFENER 6" 6" Cl) 1"=1'-0" o O GIRDER END DETAIL 0 a 1"=1'0" z w z H- ce ref ofLi 1 PROJECT: ,�,,,., CITY OF BREMERTON 9/O Fessrc, 5000 ROAD VESSEY BRIDGE RAPID-SPAN 1447,20K. 4K 65'-0" HL-93 COMPOSITE BRIDGE -~;:A I �:� / TITLE: • 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR v �r7Ky �nvw.�opidspcn.com 800 ss� 204� • GIRDER DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: N RAPID-SPAN THISTRUCTURESHLTD DRAWING AS OND T BSELENT TTON STHE BORROWERHED AND IS E FOROHIS CONFIDENTIALPROPERTY OF I „..4/G/NE. A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER 7.a,► - • ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9681 041-G-01``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e BILL OF MATERIALS - JOB # 9681 ITEM QTY QTY WT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL EDSW1 1 2 END DIAPHRAGM STRUT WELDMENT 41/2"x 8 1/4"x 11'-10 3/8" 297.9 L2 1 2 STRUT L4"x4"x318"x11'-10 3/8" 231.0 PL1 1 2 END DIAPHRAGM GUSSET 1/2"x 81/4"x 2'-4 5/8" 67.0 1/4 2"-4 L2 ( PL1 1/4 2° 4 M 4'-87/8" 2'-45/8" 4'-87/8" DIAPHRAGM STRUT WELDMENT ELEVATION V 1 t ( ti-dxir"j,-ik g• PROJECT: l •������ CITY OF BREMERTON --im•i ip-- 4*111114N eqQ6 f �r°'y 5000 ROAD VESSEY BRIDGE RAPID—SPA PiD_ PA 65'-0" HL-93 COMPOSITE BRIDGE ���Hof TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 END DIAPHRAGM STRUT WELDMENT DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF 14/(^Z NE.'+ RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL .„, , , A JAN 25,2024 PRELIMINARY RR PK USE ONL ;AND DAGREESCONSIDERATION ITO UPON LOAN OTF THISAGRE IINTHATH T BORRLO NOT Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV ``REV DATE DESCRIPTION DRAWN CHK�/\NOR USEDREPRODUCED, UFOR ANY PURPOSE OR OTHERWISE THAN THATDO FOR OWHICH DIRECTLY WAS FURNISHED.T P KING RON RIEMENS 9681 042-EDSW-01 /U \ ,, e BILL OF MATERIALS - JOB # 9681 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL IDSW1 1 2 INT DIAPHRAGM STRUT WELDMENT 4 3/8"x 8 5/16"x 11'-10 3/8" 280.0 L2 1 2 STRUT L4"x4"x318"x11'-10 3/8" 231.0 PL2 1 2 INTERMEDIATE DIAPHRAGM GUSSET 3/8"x 8 5/16"x 2'-3 3/4" 49.1 1/4 2"-4 ( PL2 ) / 1/4/ 2n4 L2 —k ♦ ♦ I I ♦ ♦ ♦ CO 4'-95/16" 2'-33/4" 4-95/16" DIAPHRAGM STRUT WELDMENT ELEVATION V 1 PROJECT: l CITY OF BREMERTON 144129W -:, F� rc5000 ROAD VESSEY BRIDGE — p �i�_C�A�i � 65'-0" HL-93 COMPOSITE BRIDGE 1� 1 J 1 V -%ifIII/►%tl. . TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 t r FifI1 INT DIAPHRAGM STRUT WELDMENT DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL �/vG.r���� A JAN 25,2024 PRELIMINARY RR PK USE ONLY; AND DAGREESO SIDERATION ITO UPON LOAN OTF THISAGRE IINTHATH IT BOARRO WEER Feb.ia�/� ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REVRE ``REV DATE DESCRIPTION DRAWN CHKK/\NOR USEDREPRODUCED, UFOR COPIED,YPURPOSE OR OTHERWISE E THANTE THATDO FOR OWH DIRECTLYI WAS FURNISH INDIRECTLY, ED. I 4� 2024 P KING RON RIEMENS 9681 042-IDSW-01 /U \ ,, e BILL OF MATERIALS - JOB # 9681 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE 31�2 '8 ONE ALL TOTAL 1'-81/4" �'8„ 31/2" // // / EBA1 1 2 EXPANSION BEARING ASSEMBLY 2"x 1'-6"x 2-4" 317.1 \ \ — — PAD1 1 2 RUBBER BEARING PAD 1"x 16"x 1'-8" 25.4 I—F PL12 1 2 EXPANSION BASE PLATE 1"x 18"x 2-4" 285.9 II i PL14 II PL13 2 4 KEEPER BAR 318"x 318"x 1'-4114" 2.6 II II II III PL14 2 4 KEEPER BAR 318"x 318"x 1'-8114" 3.2 IFs) III II I II (PL13 II I I II II I III III c III �I III III u I II II I I II$PL13) II I II II I ED I II I I II II I III )PL14) II \ \ J I X3 2" 2'-0" 2" / / / / 2'-4" / / BEARING ASSEMBLY - TOP VIEW PL12 2-1 1/4"x2 1/2"SLOTTED HOLES- I I I I I l 11R \\ 3/161V 2"-4\TYP PAD1 BEARING ASSEMBLY - FRONT VIEW V 10 = PROJECT: CITY OF BREMERTON 4��� ra - 5000 ROAD VESSEY BRIDGE RAPID_SPAN (e 65'-0" HL-93 COMPOSITE BRIDGE ( . 101141 . '' .~01_, r TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspcn.com � ��/aoo ss� 204� � !ifIi EXPANSION BEARING ASSEMBLY DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF Lew, RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL (y�� �,� A JAN 25,2024 PRELIMINARY RR PK USE ONL ;AND AND AGREESCONSIDERATION ITO UPON LOAN OF THISAGRE IINTHATH IT BOARRO WEER a''ssaaa ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, Feb. 14, 2024 ``REV DATE DESCRIPTION DRAWN CHKK/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING RON RIEMENS 9681 043-EBA1-01 /o \ ,l e BILL OF MATERIALS - JOB # 9681 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL 31/2" fig" 1-81/4" 48" 31/2" FBA1 1 2 FIXED BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 / // // / \ \ - - \- PAD1 1 2 RUBBER BEARING PAD 1"x 16"x 1'-8" 25.4 F :4 PL11 1 2 FIXED BASE PLATE 1"x 18"x 2'-4" 285.9 Ili PL14) ill PL13 2 4 KEEPER BAR 318"x 318"x 1'-4 114" 2.6 I I I PL14 2 4 KEEPER BAR 318"x 318"x 1'-8114" 3.2 III a' III II III (PL13 III I II ll l I II II I ` O III -II I O I II II I I II II I I II PL13) H I III I II PL14) H \ \ 1 I J X� 2" 2'-0" 2" / / / / 2'-4" / / BEARING ASSEMBLY - TOP VIEW C PL11 2 1 1/4"DIA.HOLES I I I` I \ PAD1 3/16V 2"-4<TYP BEARING ASSEMBLY - FRONT VIEW V 10 = 1;1-;-� CITY OF BREMERTON F� �ra PROJECT: - 5000 ROAD VESSEY BRIDGE immiii,.- ragit ', RAPID-SPAN ;ili i 65'-0" HL-93 COMPOSITE BRIDGE 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 f,/wry ` TITLE: FIXED BEARING ASSEMBLY DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \4''V f'+ . 'fit G l hl E RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL a,. ' A JAN 25,2024 PRELIMINARY RR PK PROMIISES ;AND AND AGREESQ TODRETURNN ITO UPON REEQUESQTF ANDSAGRE SNTHATH T SSHHALRLQ NOT Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV ``REV DATE DESCRIPTION DRAWN CHK.A.NOR USEDREPRODUCED, UFOR ANY PURPOSE OR OTHERWISE THAN THATDO FOR OWHICH DIRECTLY WAS FURNISHED.T P KING RON RIEMENS 9681 043-FBA1-01 /U \ ,, I" \ BILL OF MATERIALS - JOB # 9681 L , 17'-8" / ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA A 2 END DECK PANEL 7'-1 7/8"x 17'-8"x 1'-11" 228.0 2.69 EA. 14792 .--� 2'-10" 12'-0" 2'-1 0" C P0000680) ITEM QTY QTY DESCRIPTION SIZE LENGTH WT LBS / / / / ONE ALL ONE co0 6-PLACES 10M006 30 60 FORMED REBAR-SEE DETAIL 10M 4-2 9/16" 66.7 o Lo M 15M007 8 16 REBAR 15M 6'-9 7/8" 57.6 \ IIP 15M008 46 92 REBAR 15M 6-10 7/8" 335.2 v\ - III 7' III _' 20M009 20 40 REBAR 20M 17'-4" 548.6 111 EII ® ® \ O I -\ 20M010 20 40 FORMED REBAR-SEE DETAIL 20M 17'-3 15/16" 548.5 o • • ITEM QTY QTY DESCRIPTION SIZE WT LBS v3 1 •. •. Ih ONE ALL ONE a 4 , • I6 N P0000700 4 8 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 w< j BROOM IL P0000680 6 12 CORRUGATED PIPE 10"HDG 10"0 x 6"LONG 27.8 111. °Q0 . W. \ -FOR FORMED REBAR AND MISCELLANEOUS DETAILS SEE DWG.190-DET-01 W III DIRECTION III CO Et n III III J III III N a �9' or 3/4"x 3/4"CHAMFLw zONDECKEDGE > w a ci:) ® �p0pF ® \ O • r \ o c (THIS END) o c O N N H O N u�f' \J N 1 \ 4l N ZIP .79.\ I CV3\ N 0 4 I 4 5'-0" 7-8" 5'-0" C P0000700) c I :I ' co / DECK PANEL PLAN VIEW 4-PLACES .I 3,8" = 1'-0" - I ' 4 \ I I t+ \ II 4 II 4 8" 8'-0" 8'-0" 8 \ I I , \ / /" / / / I I . 61/4' 91/2"y 9�'8"y 13@1'-0" L 93/8"/91/2" 61/4'" (15M008) I :I • PF 20-15M I _I ' 2"COVER / \ I I \ TYP.U.N.O. ¢ _ _ 3/4"x 3/4"CHAMFER - I 4 \ \ I MIN.LIFT 1-ANGLE 0 o w (TYPICAL) 6o U o I LLI N I I M� I . M� -• - - _ ` SEE CURB DETAIL ��� \ ram\ i , -II 1 .[- - ll.ii : - r \ 1 IL - - _ = ON DWG.190-DET-01 cc o w Z Ce MCURBREBARNOT > w w SHOWN FOR CLARITY ov o SEE END DETAIL 7/ 1 1 1 15M008 ~ m � f 2@9/2" 1'-0" 17@73/4" 1'-0" 2@9/1 6/4" C � ON 190-DET-01 / 61/4"' / / 2/8" 26-15M (THIS END) SECTION ELEVATION A 1/2"= 1'-0" 3/8" = 1'-0„ V - ,� PROJECT: CITY OF BREMERTON \ .izA-4003. o ,9 efeS516 , 5000 ROAD VESSEY BRIDGE W65'-0" HL-93 COMPOSITE BRIDGE --wr RAPID-SPAN • ,r i 1 ' IFrit'� • TITLE: • 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK µnn.,��,�,��,,,��,,, ��,-2047 y� END DECK PANEL A B FEB 01,2024 ISSUED FOR APPROVAL RK SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \F • �' ' RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL .i..1.7..9' INEF', A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING R KESA 9681 100-A-01 ``REV DATE DESCRIPTION DRAWN CHKJ/ANOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J I" \ R_ BILL OF MATERIALS - JOB # 9681 / 17'-8" / ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA 2'-10" 12'-0" 2'-10" P0000680 .0 B 7 INT DECK PANEL 7'-1 7/8"x 17'-8"x 1'-11" 228.0 2.69 EA. 14652 o m / / / / co 6-PLACES o ITEM QTY QTY DESCRIPTION SIZE LENGTH WTLBS c CD ALL ONE CD10M006 30 210 FORMED REBAR-SEE DETAIL 10M 4-2 9/16" 66.7 N U I �\ c 15M011 8 56 REBAR 15M 6'-10 3/8" 57.9 "'` _JII N N 15M012 46 322 REBAR 15M 6'-117/8" 339.1 a III O ® ® —\ O III \III 20M009 16 112 REBAR 20M 17'4" 438.8 III III 20M010 16 112 FORMED REBAR-SEE DETAIL 20M 17'-3 15/16" 438.8 Q III q ITEM QTY QTY DESCRIPTION SIZE WT LBS ONE ALL ONE 111 IIP N P0000700 4 28 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 BRCOM s, 0 • t \ P0000680 6 42 CORRUGATED PIPE 10"HDG 10"O x 6"LONG 27.8 n c DIRECTION = 4 . . 4 -FOR FORMED REBAR AND MISCELLANEOUS DETAILS SEE DWG.190-DET-01 a aa o d JII . . III N III �gTBp 19°*' III o cn r, III O ® 7TpMpFF ® \ ED IN \ N > w co 0 III ��/ III N co 0 H p N `J N ?'` TO N Of i m `r v\ \ N =1 • ca\ O ce -I .- OLD 1 4, I 4 5'-0" 7'-8" 5'-0" C P0000700) / / / / \ I . \ DECK PANEL PLAN VIEW 4-PLACES -I -I v \ 1 _ \ I 4 II 4 8" 8'-0" / 8'-0" /" 8" y / \ . \ 01/4/' 91/2""/93/8"y 13@1'-0" /93/8" 91/2 61/4'y C 15M012) -1 • 20-15M Or) =1 ' ) -I 2"COVER TYP.U.N.O. /I ¢ _ 44"x 3/4"CHAMFER \ i \ LIFT \ \ MIN. I1\IANGLE (TYPICAL) 4 I 4 zz w m > LLI . \ o i _ rl rnPr Pr\ _ J SEE CURB DETAIL a -1 ' a \ ^\ k i r ' • I. ll \ l • 1- • - ON DWG.190-DET-01 "" _� '- �"� w 2 7 - - �27/8" > 0 2/8 SEE END DETAIL if a m ON 190-DET-01 CURB REBAR NOT 61/4" 2@91/2" 1'-0" 17 7�4" 1'-0" 2 91/2 61/4 15M012 / ,f ,f @ ,f / @ / (BOTH ENDS) SHOWN FOR CLARITY 26-15M ELEVATION SECTION 3/8"= 1' 0" A 1/2"= 1'-0„ v ,,�..... PROJECT: CITY OF BREMERTON \� 1 < F SsrN ( � • '�°� . 5000 ROAD VESSEY BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE RAPID—SPAN ( . ,�' TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK ;VW n.,C/p,C/,pU,,�L,,, ovv_�,i_2047 INTERMEDIATE DECK PANEL B B FEB 01,2024 ISSUED FOR APPROVAL RK SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF W �1 GiEG, • RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 1,/ 4, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING R KESA 9681 100-B-01 ``REV DATE DESCRIPTION DRAWN CHKJ/AN OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J I" \ BILL OF MATERIALS - JOB # 9681 26'-0" ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA / / BW1 1 BALLAST WALL 4'-6"x 8"x 26'-0" 112.1 2.02 EA. 10687 7'-7" 10'-10" 7'-7" E P0000704 ITEM QTY DESCRIPTION SIZE LENGTH wONEE S / / / / 2-PLACES 15M201 2 FORMED REBAR-SEE DETAIL 15M 2'-2 11/16" 4.7 15M204 4 FORMED REBAR-SEE DETAIL 15M 7'-1" 29.9 y 3'-0" 10'-0" 10'-0" 3'-0" / / / 15M205 9 REBAR-SEE TABLE 15M VARIES 243.7 gh MIN LIFT 15M201 15M204) 15M206 6 REBAR-SEE TABLE 15M VARIES 162.5 �o ANGLE 1 15M NIF 1-15M 15M207 50 REBAR-SEE TABLE 15M VARIES 138.5 ZciPER LIFTING EACH FACE �'� TYPICAL TAPERED REBAR LIST 15M207 4 4 4'-1 1/2" 1 1 24'-21/2" o u �- u o ONE ALL LENGTH N m o o o o ® 4 4 4'-1 1/4" 5 5 25'-8" \ 4 4 2'7 1/2" 4 4 4'-1 3/4" 15M206 r) 4 4 3'-3 9/16" ONE ALL LENGTH oo o0 4 4 4' 1" �, A ' m o o `D o o at . 04 4 3'11 1/2" 1 1 20'0 3/8" EN - \ o 3/4"x 3/4"CHAMFER TOP 4 4 3'11 3/4" 2 2 4-2" 1 1 22'-41/8" \ �\ ^� (TYP U N O) 4 4 4'-01/2" ONE15M205 ALL LENGTH 1 1 24'-91/4" 6'-9" 6" 11'-6" 6" 6'-9" (PVC1 ) 1 1/2"x 1 1/2"CHAMFER 4 4 4'-0 1/4" 1 1 19'-10 3/16" 3 3 25'-8" / / / / / / TOP THIS SIDE 16-PLACES 4 4 4'-0 3/4" 1 1 21'-1 13/16" " 5'-103/8" 14'-31/4" 5'-103/8" C P0000700) •" =0 4 4 4-0" 1 1 22'-8 5/16" / / / / 11 4-PLACES "� ITEM QTY DESCRIPTION SIZE TOTAL WT LBS BALLAST WALL PLAN VIEW PVC1 16 PVC PIPE 1 1/4"SCHD 80 1-1/4 "ID x 8"LONG 0.0 1/4" = 1' 0" �I P0000700 4 6T DAYTON P94S FLEET LIFT HDG SEE DETAIL 8.8 SHOP NOTE: P P0000704 2 FLEET LIFT ERECTION ANCHOR P92HP HDG SEE DETAIL 6.6 CLEARLY LABLE 24@1'0" C 15M207) FIIL SIDE' ' 1 I SEE DWG.190-DET-01 FOR FORMED REBAR AND MISCELLANEOUS DETAILS 10"/ MIN LIFT/ / 25-15M 23/g'"� ANGLE 10/�23/8" _o w FILL SIDE/ ZIE7,:, / co w o u� 15M204) o w co\ I. I I. I 2 15M E5 cn o 2"COVER BRIDGE SIDE (EACH END) m (TYPICAL) o'' 1 SECTION A1/4"=1'-0" /1 g Lc) LO pp pp CO L) N ?" N m O) N N M CD La La v 2"COVER v (TYPICAL) B SECTION 3/4"=1'-0" V - ,� ��,�,� PROJECT: CITY OF BREMERTON \ F sral 5000 ROAD VESSEY BRIDGE iii- raiNg-'‘ 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN ��rkI 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK ' ���/y/ TITLE: ;VW .,C/,�,C/,pU1/.C.�,,, ,_o„v_vc„_2017 BALLAST WALL LAYOUT B FEB 01,2024 ISSUED FOR APPROVAL RK SW NORAPICESPAN I STR RAWICT RES HAS AOND BIS ELENT TOBBL STH ED AND IS ERH FO RO HIE PS PC ON FIDENTOF 'GlNE., BW1 A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 14, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING R KESA 9681 150-BW1-01 ``REV DATE DESCRIPTION DRAWN CHKJ/�NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J I" \ BILL OF MATERIALS - JOB # 9681 ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA 26'-0" BW2 1 BALLAST WALL 3'-11 1/4"x 8"x 26'-0" 112.1 1.75 EA. 9246 / / ITEM QTY DESCRIPTION SIZE LENGTH wONES E 7-8" 10'-8 7-8 C P0000704) 15M200 4 FORMED REBAR-SEE DETAIL 15M 6'-6 1/4" 27.5 / / / / 2-PLACES 15M201 2 FORMED REBAR-SEE DETAIL 15M 2'-2 11/16" 4.7 3'-0" 10'-0" 10'-0" 3'-0" 15M202 14 REBAR-SEE TABLE 15M VARIES 379.1 / / / / / 15M203 50 REBAR-SEE TABLE 15M VARIES 108.7 MIN LIFT gh —X 15M200) TAPERED REBAR LIST ANGLE (15M201 W 1-15M 1 15M 15M203 4 4 3'-5 3/8" 15M202 EACH\ N\ PER LIFTING TYPICAACE ONE ALL LENGTH ONE ALL LENGTH L 4 4 3'-5 5/8" 4 4 2'-0 3/4" 2 2 19'-11 5/8" E.' m o o u \ It, o I 2 2 2'-8 5/8" 4 4 3'5 15/16" 2 2 21'-6 11/16" N o o `��= o 0 4 4 3'-63/16" o r 2 2 2'-8 11/16" 2 2 23'-4 7/16" A r? 4 4 3'-6 7/16" �_ 04 4 3'4 9/16" 2 2 24' 10 15 _' OP o `o�� o o 4 4 3'-611/16" 4 4 3'-413/16" 6 6 25'-8" \ �� `�\ 2 2 3'-71/4" 3/4"x 3/4"CHAMFER TOP 4 4 3'5 1/8" 4 4 3'-7" 6'-9" 6" 11'-6" 6" 6'-9" (PVC1 ) (TYP.U.N.O.) i / / / / WT LBS 16-PLACES ITEM QTY DESCRIPTION SIZE TOTAL P0000700 1 1/P x 1 CEAMFER PVC1 16 PVC PIPE 1 1/4"SCHD 80 1-1/4"ID x 8"LONG 0.0 5'-6" 15'-0" 5'-6" C � TOP THIS SIDE / / T / 4-PLACES P0000700 4 6T DAYTON P94S FLEET LIFT HDG SEE DETAIL 8.8 BALLAST WALL PLAN VIEW • P0000704 2 FLEET LIFT ERECTION ANCHOR P92HP HDG SEE DETAIL 6.6 1/4"= 1'-0" "� SEE DWG.190-DET-01 FOR FORMED REBAR AND MISCELLANEOUS DETAILS SHOP NOTE: CLEARLY LABLE W�! 24@1'0" �C15M203) FIILSIDE' o n I. 95/8„ 25-15M 11 / / MIN LIFT 95/8" ' 23/8„iv ANGLE / 23/8" o FILL SIDE C15M200) `� v�—i `-� aD� 1 1 2 15M co - 0 co 2"COVER ly BRIDGE SIDE (EACH END) 1- m(TYPICAL) Th , i „ A SECTION I' I .._, CV LO ,pp ,pp N � N N m N (NI N M rs- LO _in `J 2"COVER v (TYPICAL) B SECTION 3/4"=1'-0" V - ,� '.,�,� PROJECT: CITY OF BREMERTON \ v (2 5000 ROAD VESSEY BRIDGE ....-- railkic ' ‘ 65'-0" HL-93 COMPOSITE BRIDGE wr RAPID-SPAN I - Iki 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK . �r�!i ' TITLE: n,n,yy .,� �, C.��, ��,,, ,,, ,_o„v_au,_zo�� , ,' BALLAST WALL LAYOUT B FEB 01,2024 ISSUED FOR APPROVAL RK SW RAPID—SPANOE: TSTRU CTURES LTD A WING HAS OT S BEEN PUBLISHED HE BO ANDIS BORROWER FOR CO THE O HIS S PROPERTY P CONFIDENTIAL OF .(-*IN rG BW2 A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 14 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT s BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING R KESA 9681 150-BW2-01 ``REV DATE DESCRIPTION DRAWN CHK,ANOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J 18'_0" BILL OF MATERIALS - JOB # 9681 / / 5'-8" 6'8" 5'8" P0000700 ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA / y S1 1 SILL 18'-0"x 3'-6"x 2'-6" 228.0 2.41 EA. 13004 7/8," 6@43/4" 7/$u(15M305) 4-PLACES WT LBS 7 15M ITEM QTY DESCRIPTION SIZE LENGTH ONE (EACH SIDE) 10M304 14 FORMED REBAR-SEE DETAIL 10M 4-5 1/8" 32.7 TYP. 15M300 31 FORMED REBAR-SEE DETAIL 15M 7'-3" 237.2 \ \ \ C 15M303) 15M301 9 REBAR 15M 17'-8" 167.7 Zo \ \ co SEE SECTION'B' 15M303 10 FORMED REBAR SEE DETAIL 15M 8'3" 87.1 � [ [ _ J i .. `\ ® �, ,� FOR SPACING o, I 15M305 32 FORMED REBAR-SEE DETAIL 15M 3'-6 1/2" 119.6 N `� } ' O r • 0 Q• T% 25M302 8 REBAR 25M 17'-8" 372.8 "� ® T\ ® ,_! �� C 10M304) ITEM QTY DESCRIPTION SIZE T LBS \ \ [ [Zo '1 Al =•.:1- T---r—co I FSEE OR SPACING ELEVATION P0000375 4 ASTM A563A NC HEX NUT HDG 1OTAL.8 \ \ \ P0000380 4 ASTM F844-1 FLAT WASHER HDG 1" 0.3 P0000700 4 DAYTON LIFTING ANCHOR FL509 HDG SEE DETAIL 8.8 1S12 4 ASTM A307A-HEX HEAD HDG BOLT 1"x 12"LONG 5.2 2'-0" 2'-0" 10'-0" 2'-0" 2'-0" IMO / / / / / / 4-PLACES 31/2" 7@A6" 31/2" (25M302 8-25M 1'-6" 3'-0" 9'-0" 3'-0" 1'-6" / T '( / / / 15M300 ig- -I ( 15M301 PLAN VIEW 7.o 1\i , AT MID-DEPTH 1/2"=1'-0" 2"COVER (EACH SIDE) r , (TYP.) i (P0000380) 6@41/2" (10M304 / / (P0000375) 7-10M (TYP.) ) 6" 2'-0" 6" ® 41/2, 41/2., (EACH PEDESTAL) 3/4"x 3"CHAMFER 6@37/8" (15M301 szio / / / / / / / / (TYPICAL) 7-15M M ace 2-PLACES EACH PEDESTAL ( 15M305) SECTION 1-15M 9 e P (EACH SIDE OF PEDESTAL) 'ff , I I III (TYP.) • 111 9 II. 1%SLOPE a° SHOP NOTE: o a w as , s CLEARLY MARK M _ \ - - "FILL SIDE" 9" 9" L 'rr 4P 1 i IIMI MI,11. L6 Er) . . • • i • i- lain w 2 COVER co co I�'i � w (7o •I J N TYP `■L1 o CONSTRUCTION 111 m �. •. r . ' L. .•I'' . ' . JOINT f���� \ \ — _ i_l_1s_ 2318 / CI 0 /�2�8 TI � • • N (15M305 30 71/16" (15M300) J ..__. . �I 31-15M ELEVATION STIRRUPS 1�„= 1,o„ SECTION B 1/2"=1'-0" V - ,� PROJECT: CITY OF BREMERTON \ redik .'s o� FE55-1° 5000 ROAD VESSEY BRIDGE 65-0 HL-93 COMPOSITE BRIDGE RAPID-SPAN , -. ;.. �r�r� 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK www..ropidspon.com 1-800-667-2017 TITLE: SILL B FEB 01,2024 ISSUED FOR APPROVAL RK SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \4/�(s•1P+l1G��. ,. S1 RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL t,. A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER �� ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, PKING RKESA 9681 160-S1-01 ``REV DATE DESCRIPTION DRAWN CHKJ/ NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J I" \ BILL OF MATERIALS - JOB # 9681 ITEM QTY DESCRIPTION SIZE MIX VOL.CU.M. WT LBS EA S2 1 SILL 18'-0"x 1'-6"x 2'-6" 228.0 1.89 EA. 10190 ITEM QTY DESCRIPTION SIZE LENGTH wONES 18-0 / (P0000380) 10M004 4 FORMED REBAR-SEE DETAIL 10M 6'-2 3/16" 13.0 (P0000375) 15M001 31 FORMED REBAR-SEE DETAIL 15M 7'-2 7/8" 236.8 N / 2'-0" / 2'-0" / 10'-0" / 2'-0" / 2'-0" / ® 15M003 9 REBAR 15M 17'-8" 167.7 4-PLACES 25M002 8 REBAR 25M 17'-8" 372.8 • � T LBS \ 4 �` (10M004) ITEM QTY DESCRIPTION SIZE TOTAL ® ® 2-1OM AT EACH BOLT P0000375 4 ASTM A563A NC HEX NUT HDG 1" 1.8 'eo \N $p o) $p LOCATION P0000380 4 ASTM F844-1 FLAT WASHER HDG 1" 0.3 �, ® �� ® P0000700 4 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 1S12 4 ASTM A307A-HEX HEAD HDG BOLT 1"x 12"LONG 5.2 � CD -SEE DWG.190-DET-01 FOR FORMED REBAR AND MISCELLANEOUS DETAILS co Mir 4'-6" 9'-0" 4'-6" (P0000700) / T / / 4-PLACES PLAN VIEW 3/8"=1'-0" 31/4", 7@33/8" ,31/4". , (25M002) 1%SLOPE 8 25M I— A J r m z P0000375 ) v o vp 1S12 3/4"x 3/4"CHAMFER 0 o w U „el/TYP. SHOP NOTE: v Nap P0000380 CLEARLY MARK \ \ / �0 r0 "FILL SIDE" 7, a MIN LIFT arc,"' �\ �� 60, ANGLE 1-J I i yt 11 M003 ) SM \ \ = w' M\ • • III • 115M o - - - I.• - - -1 -II - 0 EACH SIDE `-- _n 0 - J Ce L1 m ` 23/8"// �23 2"COVER /8" _ • • • • • J TYP.UNO 29@7" (15M001 p) -, ,N_ .- 31 15 M > Q ELEVATION oo ° /31/8 6@4" �31/8"/ (15M003) 3/8"=1'-0" iv 7-15M A SECTION 1/4"=1'-0" V - PROJECT: CITY OF BREMERTON \ �.«< aillik V . 5000ROADVESSEYBRIDGE 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN ( _ r �;� r TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK yy�y�yropidspon.com 1-800 667-2047 ' {�l�r� SILL B FEB 01,2024 ISSUED FOR APPROVAL RK SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF w, . S2 RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL ' -'G1N�C."" A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER .s ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 14, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING R KESA 9681 160-S2-01 ``REV DATE DESCRIPTION DRAWN CHm NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J 'ff 20M010 8'-8" 8'-8" 2° 152 I 1 x Ely 2" 8" POS# X X1 X2 Y Y1 A Al TOTAL P0000700 10M004 61/2" 2'-41/2" 4 15M001 1'-1 15/16" 2'-2" 31 3/4"x 3/4"CHAMFER 15M300 1'2" 2'2" 31 DECK PANEL 15M007 TYP.UNO. 15M303 1'-2" 2'-8" 10 DECK PANEL B (15M011 Q LIFTING DEVICE RECESS PLUG 4 15M \�oe1 M� w TO BE ORIENTATED TOWARDS Y F �i THE CENTROID xPI 1 \ POS# X X1 X2 Y Y1 A Al TOTAL C 10M006) SAFE WORKING LOAD=8250 LBS 10M304 1'0 5/8" 1'9 5/16"1'9 5/16" 14 45°CHAMFER PRODUCT CODE=142875 12"COVER GALVANIZED FINISH C P0000680 Y f....,......6.,10 — — — TYP.UNO. DAYTON FLEET LIFT 6T P94S DETAIL NOT TO SCALE X In n C - 3 r 4 POS# X X1 X2 Y Y1 A Al TOTAL 15M305 3'-0 1/2" 7 3/8" 32 °= A X Al 3/4"x 3/4"DRIP GROOVE ,,'14 /2/8„ I 7 Y IY1 CURB DETAIL 1 -1-0 X1 X2 POS# X X1 X2 Y Y1 A Al TOTAL 10M006 41/4" 4" 61/4" 1'-8" 1'-715/16' 90° 83° 270 Y Y P0000704 APPLY SET RETARDER \ -v-N- AND WATERBLAST TO I X I EXPOSE AGGREGATE ) c 9-7/8" MAX _ POS# X X1 X2 Y Y1 A Al TOTAL Nit ANCHOR TO BE INSTALLED 15M201 6 15/16" 1'-0 7/16' 0° 4 1/2"DECK EDGE SOH SHEAR DIRECTION PLATE OFI THELIFT OPPOSITE THE LIF X1 A TO CURB EDGE Y i \ -v 4*-' 15M TENSION BAR Al X POS# X X1 X2 Y Y1 A Al TOTAL END DETAIL 15M200 1'-511/16" 1'-7 3/4" 3'-5 9/16" 4 SAFE WORKING LOAD WITH TENSION BAR=8,000 lbs. 15M204 2'-0 7/16" 1'-7 3/4" 3'-5 9/16" 4 1"=1'-0" PRODUCT CODE=FL175L GALVANIZED FINISH DAYTON FLEET-LIFT 4T P92HP DETAIL x x1 A tt •A NOT TO SCALE IPOS# X X1 X2 Y Y1 A Al TOTAL V J -,,,�� PROJECT: CITY OF BREMERTON 211W -, - PA Fear°' 5000 ROAD VESSEY BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE -w RAPID-SPAN -Arai 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RK % VirgyTITLE: 6Yrvrv.iuuiw;uuii.cvin i—ouu—uui-2047 FORMED REBAR AND MISCELLANEOUS DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RK SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF .\�G1N1G'� RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL w,,> ' A JAN 25,2024 PRELIMINARY RK PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER 4� 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT / Feb. 1 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, R KESA 9681 190-DET-01 ``REV DATE DESCRIPTION DRAWN CHKJ/ NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. J TABLE OF CONTENTS - JOB # 9680 DWG.NO. DESCRIPTION OR NAME REV. DATE 000-CP-01 COVER PAGE 0 =eb 12, 2024 010-GN-01 GENERAL NOTES 0 =eb 12, 2024 020-GAD-01 3D GA AND SHIPPING BOM 0 =eb 12, 2024 020-GAD-02 GENERAL ARRANGEMENT 0 =eb 12, 2024 020-GAD-03 ABUTMENT DETAILS 0 =eb 12, 2024 020-GAD-04 DECK AND MISCELLANEOUS DETAILS 0 =eb 12, 2024 030-SS-01 STEEL SUPERSTRUCTURE LAYOUT 0 =eb 12, 2024 030-SS-02 LATERAL BRACE DETAILS 0 =eb 12, 2024 030-SS-03 DIAPHRAGM DETAILS 0 =eb 12, 2024 040-GA1-01 GIRDER Al DETAIL 0 =eb 12, 2024 040-GB1-01 GIRDER B1 DETAIL 0 =eb 12, 2024 041-G-01 GIRDER DETAILS 0 =eb 12, 2024 042-EDSW-01 END DIAPHRAGM STRUT WELDMENT DETAIL 0 =eb 12, 2024 042-IDSW-01 INT DIAPHRAGM STRUT WELDMENT DETAIL 0 =eb 12, 2024 043-EBA1 -01 EXPANSION BEARING ASSEMBLY DETAIL 0 =eb 12, 2024 043-FBA1 -01 FIXED BEARING ASSEMBLY DETAIL 0 =eb 12, 2024 100-A-01 END DECK PANEL A 0 =eb 12, 2024 100-B-01 INTERMEDIATE DECK PANEL B 0 =eb 12, 2024 150-BW-01 BALLAST WALL LAYOUT 0 =eb 12, 2024 160-S-01 SILL 0 =eb 12, 2024 190-DET-01 FORMED REBAR AND MISCELLANEOUS DETAILS 0 =eb 12, 2024 CITY OF BREMERTON 5000 ROAD RAILCAR BRIDGE 65'-O" HL-93 COMPOSITE BRIDGE >- -)< PROJECT: CITY OF BREMERTON 5000 ROAD RAILCAR BRIDGE RAPID-SPAIV 65'-0" HL-93 COMPOSITE BRIDGE 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR TITLE: �nvw.�opidspon.com �-aoo-ss�-2o4� COVER PAGE B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, RON RIEMENS 9680 000-CP-01\` REV DATE DESCRIPTION DRAWN CHKJ`NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. REFERENCE DRAWINGS: -PACIFIC FOREST RESOURCES CITY OF BREMERTON SHEETS 1 TO 6 NOTICE: DESIGN SPECIFICATIONS: -THESE DRAWINGS ARE FOR THE BRIDGE COMPONENTS DETAILED HEREIN ONLY. -DESIGN CODE:AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,9TH EDITION RAPID-SPAN IS NOT RESPONSIBLE FOR THE OVERALL BRIDGE DESIGN.THE -LIVE LOAD: HL-93 STRENGTH I ENGINEER OF RECORD SHALL VERIFY THE INFORMATION PRESENTED IN THESE -OCCASIONAL OVERLOAD: U80 STRENGTH II DRAWINGS IS COMPATIBLE WITH THE OVERALL DESIGN CONCEPT AND THAT ASSEMBLY& INSTALLATION: HYDROLOGICAL, ROADWAY ALIGNMENT, TRAFFIC CONTAINMENT, GEOTECHNICAL AND ALL OTHER DESIGN CONSIDERATIONS ARE SATISFIED AND ARE CONSISTANT -IN ACCORDANCE WITH AASHTO, LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. WITH REQUIREMENTS OF THE REGULATORY AUTHORITY. -FIELD ASSEMBLY&INSTALLATION IS BY OTHERS, NO RESPONSIBILITY IS ACCEPTED FOR WORK BY OTHERS -RAPID-SPAN'S SCOPE OF WORK DOES NOT INCLUDE FIELD INSPECTION SERVICES. -RIGGING SHALL ENSURE THAT EQUAL LOAD IS APPLIED TO ALL LIFT POINTS. THE ENGINEER OF RECORD SHALL VERIFY THE SUPPLIED COMPONENTS ARE STEEL SPECIFICATIONS: INSTALLED IN ACCORDANCE WITH THESE DRAWINGS. -PLATE IN ACCORDANCE TO ASTM A709 GRADE 50W WITH A MINIMUM CVN TOUGHNESS OF 20 FT-LBS @-20°F -ANGLES SHALL COMPLY TO ASTM A588 -BOLTS IN ACCORDANCE WITH ASTM F3125 GRADE A325, TYPE 3. THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANES. -SHEAR STUDS SHALL CONFORM TO ASTM A108 GRADE 1015, 1018 OR 1020 AND SHALL MEET THE REQUIREMENT OF AWS D1.5 TABLE 7.1 FOR TYPE B STUDS -ALL WELDING IN ACCORDANCE WITH AWS D1.5 -TERMININATE FILLET WELDS 3/8" FROM THE CORNERS OF STIFFENERS AND GUSSETS -BEARING STIFFENERS SHALL BE FIT TO BEAR AGAINST THE BOTTOM FLANGE AND HAVE A TIGHT FIT AGAINST TOP FLANGE.ALL OTHER DIAPHRAGM STIFFENERS SHALL HAVE A TIGHT FIT AGAINST BOTH FLANGES. INTERMEDIATE TRANSVERSE STIFFENERS SHALL HAVE A TIGHT FIT AGAINST THE TOP FLANGE. ELASTOMERIC BEARING SPECIFICATIONS: -BEARING PADS SHALL CONFORM TO AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS,60 DUROMETER NATURAL RUBBER, GRADE 3. GROUT SPECIFICATIONS: -GROUT SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MINIMUM COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS. GENERAL NOTES: -UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS ARE IN IMPERIAL UNITS. -UNLESS OTHERWISE SPECIFIED ALL HOLES TO BE 15/16"DIA. PRECAST CONCRETE SPECIFICATIONS: NAME MIX DESIGN COMPRESSIVE STRENGTH STRIPPING STRENGTH ENTRAINED AIR SLUMP CONCRETE TEMPERATURE AT 28 DAYS AT POUR BALLAST WALL 112.1 5000 PSI 3000 PSI 5%TO 8% 50°F TO 90°F SILL 112.1 5000 PSI 3000 PSI 5%TO 8% 50°F TO 90°F DECK PANEL 228.0 5000 PSI 3000 PSI 5%TO 8% 50°F TO 90°F REINFORCING: -HOT-ROLLED DEFORMED BILLET-STEEL CONFORMING TO CSA STANDARD G30.18M GRADE 400W. FY=58 KSI -NOMINAL CROSS-SECTION AREA: 10M 0.155 IN SQ. 15M 0.310 IN SQ. 20M 0.465 IN SQ. 25M 0.775 IN SQ. FINISH: -TOP SURFACE OF DECK PANELS OVER DECK SURFACE:TRANSVERSE BROOM -OTHER TOP SURFACES: SMOOTH FLOAT -FORMED SURFACES: SMOOTH FORM ESTIMATED WEIGHTS IN LBS.: -STEEL SUPERSTRUCTURE= 21378 -STEEL SUPERSTRUCTURE C/W PRECAST AND BEARINGS= 169264 PROJECT: CITY OF BREMERTON qQ °',-' 5000 ROAD RAILCAR BRIDGE p ' ,�� 65'-0" HL-93 COMPOSITE BRIDGE --RAPID-SPAN 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR TITLE: www.ropidspon.com 7-800-667-2047 GENERAL NOTES B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF VG NE°' RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL Via! A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 010-GN-01 ``REV DATE DESCRIPTION DRAWN CHK4/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' BILL OF MATERIALS - JOB # 9680 ITEM QTY DESCRIPTION OR NAME SIZE WEIGHT GA1 1 GIRDER 1'-31/8"x3'-81/8"x65'-11/8" 9286.8 GB1 1 GIRDER 1'-31/8"x3'-81/8"x65'-11/8" 9286.9 EBA1 2 EXPANSION BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 EDSW1 2 END DIAPHRAGM STRUTWELDMENT 41/2"x 81/4"x 11'-10 3/8" 297.9 FBA1 2 FIXED BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 IDSW1 2 INT DIAPHRAGM STRUT WELDMENT 43/8"x 85/16"x 11'-10 3/8" 280.0 A 2 END DECK PANEL 7'-1 7/8"x 1'-11"x 17'-8" 29584.3 B 7 INT DECK PANEL 7'-1 7/8"x 1'-11"x 17'-8" 102564.4 BW 2 BALLAST WALL 3'-11 1/4"x 26'-0"x 8" 18446.0 S 2 SILL 18'-0"x 2'-6"x 1'-8 1/8" 20439.8 P0000393 73 TARGET COARSE TRAFFIC PATCH 55 LB BAG 4015 P0000394 35 TARGET FINE TRAFFIC PATCH 55 LB.BAG 1925 /01.1.111L___ _ L1 6 LATERAL BRACE DIAGONAL L4"x4"x3/8"x15'-41/8" 896.1 / �j L2 7 STRUT L4"x4"x3/8"x11'-10 3/8" 808.4 / — L3 4 END DIAPHRAGM DIAGONAL L4"x4"x3/8"x5'51/2" 212.5 ` L4 4 INTERMEDIATE DIAPHRAGM DIAGONAL L4"x4"x3/8"x5'-61/8" 214.5 / ,L P0000029 2 LEFT HAND DELINEATOR 1'-0"x 3'-0" 7.0 0 P0000030 2 RIGHT HAND DELINEATOR 1'-0"x 3'-0" 7.0 00 / P0000037 4 TELSPAR SIGN POST 1 3/4"x 10'-0"LONG 82.5 _�/ / P0001394 4 SIKAFLEX 1A 10oz CARTRIDGE 8.8 / / 78F214 100 ASTM A325-3 BOLT ASSEMBLY 7/8"DIA.x 2 1/4"LONG 90.4 / 1F10 32 ASTM A307A-HEX HEAD HDG BOLT 1"DIA.x 10"LONG 71.3 32 ASTM A563A-HDG HEX NUT 1"DIA. 1.1 . ` 64 ASTM F844-HDG STANDARD FW 1"DIA. 0.8 IP 38F234 8 ASTM A307A-HEX HEAD HDG BOLT 3/8"DIA.x 2 3/4"LONG 0.9 I 8 ASTM A563A-HDG HEX NUT 3/8"DIA. 0.0 GENERAL ARRANGEMENT - 3D 8 ASTM F844-HDG STANDARD FW 3/8"DIA. 0.0 1/8"=1'-0" LIFTING CLUTCHES REQUIRED P0001289-LIFTING CLUTCHES DAYTON 6T ,I- u biAF T PROJECT: CITY OF BREMERTON 1� °� -° lizedik 5000 ROAD RAILCAR BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE RAPID—SPAN i - ►fI i t�/riv TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-500-667-2047 L���.. 3D GA AND SHIPPING BOM B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF -vGINEG� RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 24,2024 PRELIMINARY RR PK USE ONLY: AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 13, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE LENT ORREV DATE DESCRIPTION DRAWN CHK�i oR USEOD FOR ANY (PURPOSE OTHER E TTHAN THAT FOR WHICHE IT LWASR FURNISHTED. RON RIEMENS 9680 020-GAD-01 A, e "� Bw) ( Bw� _il _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ ,.., (A) ( B ) ( B ) ( B ) ( B ) ( B ) ( B ) ( B ) (A) : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [i GENERAL ARRANGEMENT - PLAN 1/8"=1'-0" 65'-0" 0%GRADE I ImwmJ I Iml I t I 1 1 t t t t "�J I Iml I I,�,I I 1_' -r 40 • 1:12 ( s ) �tii...• _` S ) Ct FIXED BEARING Q EXPANSION BEARING 63'-0" / O GENERAL ARRANGEMENT - ELEVATION 10 1/8"=1'-O" V 1 •�• PROJECT: •«< CITY OF BREMERTON _ �� it,cf —RAPID-SPAN °iv 5000 ROAD RAILCAR BRIDGE 65'-0" HL-93 COMPOSITE BRIDGE >�� N//!i� TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 w, GENERAL ARRANGEMENT B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF �V(y^��V . RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL a,i7,i�XY ' A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, RON RIEMENS 9680 020-GAD-02 ``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e 16'-0" 1F10 .1 L1 1F10 _11 - - ._ _. .____. • 'e' _ IsI i lam +ma .1 s � 1.L0 4- + + + 4- + + +i_ la. „ +` ' , , , NI IliFBA1 EBA1 BEARING `L EXPA SION BEARING 12'-0" 1 /FIXED 10 11 TYPICAL SUBSTRUCTURE - ELEVATION 3/8"=1'-O" �F, sa PROJECT: CITY OF BREMERTON � 5000 ROAD RAILCAR BRIDGE RAPID-SPA 1 -frt."� 65'-0" HL-93 COMPOSITE BRIDGE w rr TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 ��,, ABUTMENT DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF ` '�GiP4SGQ� RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL q A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. I,/3, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, RON RIEMENS 9680 020-GAD-03``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. e (P0000394\WITH POCKET GROUT P0000393 FILL STUD POCKET WITH GROUT 38F234 }FIELD DRILL Nitairiazimir„.., ,.:.: ..." :.....:.:.:,:„.,..„,...:. 4 , , , II II , „ II STUD POCKET DETAIL CP0000030 1"=1 v-o° C P0000030 LIFTING POCKET DETAIL 2"=1-0" II 0 • • • • • P0000394 FILL DECK AND CURB JOINT • WITH GROUT • • • 2"NOMINAL CURB • • • mmommEmmommommommroom • • SEAL BETWEEN DECK PANEL- P0001394 P0000037) AND BALLAST WALL • • • • 11 • • • • - • � I NARROW BRIDGE SIGN DETAIL 1 NOMINAL DECK DECK TO BALLAST WALL DETAIL 1/2"=1'-°" /� 1"=1'-0" DECK JOINT DETAIL 1"=v-0" V 1 yQa•<■� PROJECT: pe Fe.5s10 CITY OF BREMERTON �,Q � . 5000 ROAD RAILCAR BRIDGE RAPID-SPANa 65'-0" HL-93 COMPOSITE BRIDGE 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 � TITLE: DECK AND MISCELLANEOUS DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF .4 1141M , RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL q A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 1�/3, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, RON RIEMENS 9680 020-GAD-04``REV DATE DESCRIPTION DRAWN CHK�/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e ( Li ) t 6@10'-6"=63'-0" L3� E LL24 � ( L4� L3� (EDSW1 ) in B ( IDSW1 ) ® (IDSW1 ) in (EDSW1 k J,1o" 02 1 0 ,, 1, 1 © \ I °° ,;;-- :: ° a °° °° °° ::T;; ° «,--° \ / \ / \ \ / \ / \ / \ / \ / \ \ / \ / \ 0 16 - I.. - ..!.L___:.. .. - .. - __:4.__-2:-_...2.2-.LT-- - .. - .. - .. - -12:-_.2.2.___:.2.i-•• A lei ID 02 12 ® 5 ® 7 ® 1 . STEEL SUPERSTRUCTURE - PLAN 1/8"=1'-O" 0 CAMBER 1 3/4"CAMBER 0 CAMBER HORIZONTAL WORK LINE 7 o is o M CO 20 © 10 CAMBER DIAGRAM 1/8"=1'-O" V 1 PROJECT: CITY OF BREMERTON o c1ESStN 5000 ROAD RAILCAR BRIDGE eirlek .. RAPID-SPAN - ; 65'-0" HL-93 COMPOSITE BRIDGE (,,,/„i 1. • TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.corn 7-800-667-2047 STEEL SUPERSTRUCTURE LAYOUT B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \F_,� ��'' '' y RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL "Li. GINS A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER .+ ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 030-SS-01``REV DATE DESCRIPTION DRAWN CHK ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. e / 3� 3" �1" 1"COPE / ..— Li ) / or 78F214 / C P L7 // / ':A' / J / %3/$ / / / / , wa / 1/4> '\. I 0 \\ 14> 40 \ ? < \ 78F214) 1/ /4 , 1/4 � ►� \ / / / .2C/ / / / / / / / / 1/4/ \ \ \ /()D, I / / 10 / / \ \ / / / f / / —L \ L z / e // / \ \ \ �PL5) ,Ne. / PL8 PL8 \ (78F214 \ 1/2.. /.,_ ii o L1 ) L1 ) L2) A LATERAL BRACE DETAIL B LATERAL BRACE DETAIL 01 2°=1'-0° 01 2 =1-0 1;517-- PROJECT: CITY OF BREMERTON c Q '-tc 5000 ROAD RAILCAR BRIDGE RAPID-SPA I .- �t4 NAI 65'-0" HL-93 COMPOSITE BRIDGE { t.,/ TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 w.�,,' LATERAL BRACE DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF �L+.G1NE � RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL q A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. I,/3, 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 030-SS-02``REV DATE DESCRIPTION DRAWN CHK�/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e (PL4 PL2 EDSW1 9" (PL2 ( PL4 ) = - �� 1/4 \ 1/4/ 1/4 N N.16 ` / / / L3 L3 1 - / ® moo . Ch 5/16 v 5/16 \ 78F214) 13/16" 1"COPE / 11/2'I 3" / / 12'-0" 1 END DIAPHRAGM CROSS SECTION 01 1/2"=1'-0" PL6) (IDSW1 bile" PL6 —\ I ^^' 1/4 /� 1/42 / 1/4 1/4/ N i // L4 L4 -N 5/16 ® _ 5/16 • , 41211? , u Z.,) 13/16„ 78F214) 1"COPE 11/2 3" / / 12'-0" 2 INTERMEDIATE DIAPHRAGM CROSS SECTION 01 1/2"=1'-0° v 1 _ PROJECT: ,,,,� CITY OF BREMERTON ti,e°;� '7( 5000 ROAD RAILCAR BRIDGE RAPID-SPAN e ��,( x 65'-0" HL-93 COMPOSITE BRIDGE r �% TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR v ���r� �nvw.�opidspon.com aoo ss� 204� DIAPHRAGM DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW RAPID-SPAN THIS STRUCTURESDRAWING HLTD AS OND T BISELENT N TTOSHE BORROWERHED AND IS HE FORLE HIS CONFIDENTIAL 'PROPERTY OF a',SI�t!>G�8 A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER as ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 030-SS-03``REV DATE DESCRIPTION DRAWN CHK�/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. e BILL OF MATERIALS - JOB # 9680 WT.LBS. ITEM QTY DESCRIPTION OR NAME SIZE TOTAL GA1 1 GIRDER 1'-31/8"x3-81/8"x65-11/8" 9286.8 BFA1 1 BOTTOM FLANGE PLATE 1"x 15"x 64'-11 11/16" 3316.7 2 10 TFA1 1 TOP FLANGE PLATE 314"x 15"x 65'0 318" 2489.7 Q 4� Q Q Q (1) Q 11 WA1 1 CAMBERED WEB PLATE 3/8"x351/2"x65'-0" 2944.9 PL1 ( PL7 ) PL8 PL8 PL8 PL8 ( PL7 PL1 ) P0000028 1 IDENTIFICATION PLAQUE x12 8 x10" 0.3 318 PL1 2 END PLATE " "x 3'-0 1/4" 85.1 O ,. :. .. .. .. .. .. .. la5:: .. .. :: .. .. .. ..• : .. .. .. .. .. .. .. PL2 2 BEARING STIFFENER 112"x71116"x2'-11112" 70.8 PL3 2 WEB STIFFENER 1/2"x 5"x 2'-9 1/2" 47.4 PL4 2 BEARING STIFFENER 1/2"x 7"x 2'-11 1/2" 70.2 FAR SIDE PL2 (PL3) (PL5) (PL6) (PL5) (PL6) (PL5) (PL3) PL2 PL5 3 LATERAL BRACE STRUT STIFFENER 318"x6518"x7" 14.6 NEARSIDE- PL4) PL4) PL6 2 INTERMEDIATE DIAPHRAGM STIFFENER 3/8"x 71/8"x 2'-111/2" 53.6 GIRDER PLAN PL7 2 LATERAL BRACE GUSSET 3/8"x65/8"x77/16" 10.3 1/8"=1'-0" PL8 4 LATERAL BRACE GUSSET 3/8"x611/16"x77/16" 20.8 78S5 189 ASTM A108 STUD 7/8"DIA.x 5"LONG 162.5 RUNNING DIMENSION TO w w STUD GROUPS ALONG 12 ti ^ Pr. l 1 l o N- N- A `� * TOP FLANGE.(SEE STUD N -) 0) o0 0 C) Z- c� co u) 0) co o cN co u) 'En o GROUP DETAIL ON 041-G-01) o rn coC i L) O ) N Lc:i IN O N g c� R3 N. Iv g? ir) i Cio o o o Co RUNNING DIMENSION TO FIRST _ r' co - --CO FACE OF STIFFENER(SEE GIRDER Zo o io i- o END DETAIL ON 041-G-01) o / N M cr v LoCO ." / / / / / / P0000028 TFA1 m I I II I WA1 �16�� / / PAINT 6RA"IDSPAN LOGO BFA1 ) RUNNING DIMENSION TO FIRST FACE OF STIFFENER.(SEE GIRDER END DETAIL ON 041-G-01) o CO co co CD co co CD=Co CD toL'7 c i Z.') in A 7 Lc, CD Co N GIRDER ELEVATION 1/8"=1'-0" V taxes r PROJECT: 1 1 i F Vsra CITY OF BREMERTON = Q � 5000 ROAD RAILCAR BRIDGE �PID_C nAT�i ��,A 65'-0" HL-93 COMPOSITE BRIDGE J 1 1 V -Agri TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.corn 7-800-667-2047 GIRDER Al DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF �G1NE RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER Feb. 13 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT f BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 040-GA1-01``REV DATE DESCRIPTION DRAWN CHK�/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e BILL OF MATERIALS - JOB # 9680 WT.LBS. ITEM QTY DESCRIPTION OR NAME SIZE TOTAL GB1 1 GIRDER 1'-31/8"x3-81/8"x65-11/8" 9286.9 1 2 T ® T © 7 ® 0 O011 BFB1 1 BOTTOM FLANGE PLATE 1 TOP FLANGE PLATE 1"x 15"x 64'11 11116" 3316.7 TFB1 3/4"x 15"x 65'-0 3/8" 2489.7 (PL1 T( PL 1 318 x3511 x WB1 1 CAMBERED WEB PLATE 2" 65'0" 2944 9 © - ;',, ,; # ;; ;, ;; ;; ,; ;, ;, ,t,'; ;; P0000028 1 IDENTIFICATION PLAQUE 8"x 10" 0.3 PL1 2 END PLATE 3/8"x12"x3-01/4" 85.1 (PL8 PL8 (PL8 PL8 PL8 PL8 PL2 2 BEARING STIFFENER 112"x71116"x2'-11112" 70.8 FAR SIDE PL4 PL4 PL3 2 WEB STIFFENER 1/2"x 5"x 2'-9 1/2" 47.4 NEAR SIDE PL2 3 ( PL3) (PL5) ( PL6 ) (PL5) (PL6) (PL5) (PL3) PL2 PL4 2 BEARING STIFFENER 1/2"x 7"x 2'-11 1/2" 70.2 GIRDER PLAN PL5 3 LATERAL BRACE STRUT STIFFENER 3/8"x65/8"x7" 14.6 1/8'=1'-0" PL6 2 INTERMEDIATE DIAPHRAGM STIFFENER 3/8"x 71/8"x 2'-111/2" 53.6 PL8 6 LATERAL BRACE GUSSET 3/8"x 6 11/16"x 7 7/16" 31.2 78S5 189 ASTM A108 STUD 7/8"DIA.x 5"LONG 162.5 RUNNING DIMENSION TO - - - - - - _� CD STUD GROUPS ALONG rn o N- C) `- a`o o ` N- N m c rn co o c CN CO O)o TOP FLANGE.(SEE STUD N CO in O CK) rf) 00 O CV rL) N- O CV A I- C) CV c� C) CO C) c+M rf) GROUP DETAIL ON 041-G-01) o - M rs N N N N C7 co M C7 v v v rn CO C CO -- RUNNING DIMENSION TO FIRST FACE OF STIFFENER(SEE GIRDER o co r, o 0 END DETAIL ON 041-G-01) o N c,) v Lc)) L CO cCO TFB1 ) up •i I. EN El mu - Mil - -- - - - I. - - - - jo Asi is...in. ...:-. .4. ql:i WB1 ) 416" / / PAINT RAPIDSPAN LOGO \ 6"x2'-6" \ BFB1 ) RUNNING DIMENSION TO FIRST I)- - - 028 FACE OF STIFFENER.(SEE GIRDER END DETAIL ON 041-G-01) o = coin in rid' CD inCD CD o r in .-- CD r r�.- 74- `�) `D Ch N - Lo N CO GIRDER ELEVATION 1/8"=1'-O" V 1 ,.I ••.� CITY OF BREMERTON 9r�` Fir® PROJECT: 5000 ROAD RAILCAR BRIDGE • --RAPID-SiliiiiiiPAN � � , 65'-0" HL-93 COMPOSITE BRIDGE 1 1 V it 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR ww rop%/spon.com r 1 800 667 2047 rry i TITLE: GIRDER B1 DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF t/VU.'NE0 RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL '0C. A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER °/�q ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. I3, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 040-GB1-01``REV DATE DESCRIPTION DRAWN CHK.A,NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e Z UJ o z w Z LI mi-Li F LL 6" 6" z o z w z PL1 . 1 LL 3 / flfl1/ \ co /4 r co LT_ � 1 v MIII 8-1 1/4"DIA.HOLES , , _ \ r 6 0 C 7855 6 EQUALLY SPACED AT 60 DEGREES ON A 7"DIAMETER CIRCLE AND 5/,L 1/,, zo III ONE CENTERED. 5/16r 1/4 r II J 6"x6"SHACKLE SLOT lit (1"RADIUS CORNERS) Zo 2 3/8"DIA.HOLE I 0 1111 1/4\ — 0_01/4rII rn0CV r tiPL3 `o II k REFJSTUD GROUP DETAIL C 5/.L m II . 1"=1'-0" 5/16 r ���MI II ��� \ x CV II re w w Z N 1'-3" 6" 6" mw 0 i / o 0 w o GIRDER CROSS SECTION AT WEB STIFFENER GIRDER END DETAIL 2 re cr) O LL ce ` Y.1 ������ PROJECT: �`''' -- CITY OF BREMERTON �qQ�° '�� , 5000 ROAD RAILCAR BRIDGE ri 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN . ( ,- . 11,.. ; r ;,� , v r r TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.corn 7-800-667-2047 V GIRDER DETAILS B FEB 01,2024 ISSUED FOR APPROVAL RR SW THIS DRAWING STRUCTURES HAS NOT ANDIS TO THE BORROWER FOR O BEEN ELENT PUBLISHED THE SOLE PROPERTY OF HIS CONFIDENTIAL .♦, +N �RAPID-SPAN � A JAN 24,2024 PRELIMINARY RR PK USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING RON RIEMENS 9680 041-G-01``REV DATE DESCRIPTION DRAWN CHF\ ) NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. '' e BILL OF MATERIALS - JOB # 9680 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL EDSW1 1 2 END DIAPHRAGM STRUT WELDMENT 41/2"x 8 1/4"x 11'-10 3/8" 297.9 L2 1 2 STRUT L4"x4"x318"x11'-10 3/8" 231.0 PL9 1 2 END DIAPHRAGM GUSSET 1/2"x 81/4"x 2'-4 5/8" 67.0 1/4 2"-4 L2 ( PL9 1/4 2°-4 X' M 4'-87/8" 2'-45/8" 4'-87/8" / DIAPHRAGM STRUT WELDMENT ELEVATION V 1 PROJECT: l ,�..�« CITY OF BREMERTON ,�` � � �°1" 5000 ROAD RAILCAR BRIDGE — p �i�_C�A�ie©•/ 65'-0" HL-93 COMPOSITE BRIDGE 1\I> 1 J 1 V ( yr ,t,ii / 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-204701 TITLE: END DIAPHRAGM STRUT WELDMENT DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF I1/4F.4/ I` RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL -L A JAN 24,2024 PRELIMINARY RR PK USE ONLY;AND DAGREESO SIDERATION ITO UPON LOAN OTF THISAGRE LING.HA,H T BOARRO VEER C /��P A70 2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, Fe~� 13, ``REV DATE DESCRIPTION DRAWN CHKK/\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING RON RIEMENS 9680 042-EDSW-01 /U \ ,, e BILL OF MATERIALS - JOB # 9680 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL IDSW1 1 2 INT DIAPHRAGM STRUT WELDMENT 4 3/8"x 8 5/16"x 11'-10 3/8" 280.0 L2 1 2 STRUT L4"x4"x318"x11'-10 3/8" 231.0 PL10 1 2 INTERMEDIATE DIAPHRAGM GUSSET 3/8"x 8 5/16"x 2'-3 3/4" 49.1 1/4 2"-4 PL10 1/4 2"-4 L2 —k ♦ ♦ I I ♦ ♦ ♦ CO 4'-95/16" 2'-33/4" 4-95/16" DIAPHRAGM STRUT WELDMENT ELEVATION V 1 PROJECT: l .•••••� CITY OF BREMERTON mommommommor— • o F� �r° 5000 ROAD RAILCAR BRIDGE — p �i�_C���iilfeafili � 65'-0" HL-93 COMPOSITE BRIDGE 1\I> 1 J 1 V •�::,,j 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 7-800-667-2047 N��/'yIi" ' TITLE: INT DIAPHRAGM STRUT WELDMENT DETAIL B FEB 01,2024 ISSUED FOR APPROVAL RR SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \�� RAPID—SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL T. ��� A JAN 24,2024 PRELIMINARY RR PK USE ONL ;ANDDA INECONSIDERATION ITO UPON LOAN OTF THISAGRE LING. THIE BOARRONEER 0 7?7 Feb.rNGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, � ��� 2024 ``REV DATE DESCRIPTION DRAWN CHVA.NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING RON RIEMENS 9680 042-IDSW-01 /U \ ,, e BILL OF MATERIALS - JOB # 9680 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE 31�2 �8 ONE ALL TOTAL 1'-81/4" 318" 3112" // // / EBA1 1 2 EXPANSION BEARING ASSEMBLY 2"x 1'-6"x 2-4" 317.1 fsi \ - - PAD1 1 2 RUBBER BEARING PAD 1"x 16"x 1'-8" 25.4 I-F PL12 2 4 KEEPER BAR 318"x 318"x 1'-4114" 2.6 II i PL13 II PL13 2 4 KEEPER BAR 318"x 318"x 1'-8114" 3.2 II II II III PL14 1 2 EXPANSION BASE PLATE 1"x 18"x 2'-4" 285.9 Ia, III I II (PL12 II I I II II I c III III III —II u III III I II II I I II PL12) II I I II II I a' I II I I II II I jLl3) II 4 JI x \ \ 2" 2'-0" 2" / / 2'-4" / / BEARING ASSEMBLY - TOP VIEW PL14 2-1 1/4"x2 1/2"SLOTTED HOLES- I I I I 1 l 11R \\ 3/161V 2"-4\TYP PAD1 BEARING ASSEMBLY - FRONT VIEW V 10 = PROJECT: CITY OF BREMERTON o/e F� 'rO, 5000 ROAD RAILCAR BRIDGE RAPID_SPANQi 65'-0" HL-93 COMPOSITE BRIDGE Jl iV ii' / i/r!`l+ TITLE: EXPANSION BEARING ASSEMBLY DETAIL 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 1 800 667 2047 B FEB 01,2024 ISSUED FOR APPROVAL RR SW RAPID-SPAN IS DRAWING STRUCTURESHLTD AS OT ND BEEN LENT PUBLISHED HE BORROWERTHE FORSOLE HIS CONFIDENTIAL Fit...?4s4/ INEE� A JAN 24,2024 PRELIMINARY RR PK USE ONL ;ANDDA INECO SIDERATION ITO UPON LOAN OTF THISAGRAWIING.HA,HIE BOARRONEER Feb.�+ ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, Fb ��>' 2024 ``REV DATE DESCRIPTION DRAWN CHK.A.NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING RON RIEMENS 9680 043-EBA1-01 /o \ ,l e BILL OF MATERIALS - JOB # 9680 ITEM QTY QTY VVT.LBS. DESCRIPTION OR NAME SIZE ONE ALL TOTAL 31/2" fig" 1-81/4" 48" 31/2" FBA1 1 2 FIXED BEARING ASSEMBLY 2"x 1'-6"x 2'-4" 317.1 / // // / . . - - \- PAD1 1 2 RUBBER BEARING PAD 1"x 16"x 1'-8" 25.4 F :4 PL11 1 2 FIXED BASE PLATE 1"x 18"x 2'-4" 285.9 Ili PL13) ill PL12 2 4 KEEPER BAR 318"x 318"x 1'-4 114" 2.6 I I I PL13 2 4 KEEPER BAR 318"x 318"x 1'-8114" 3.2 III a' III II I II (PL12 II 1 I II II I I II II I to. ` O III —II 1 O I II II I I II II I 1 II PL12) H 1 111 1 II PL13) H 1 J1 X� . . s- 2" 2'-0" 2" / / / / 2'-4" / / BEARING ASSEMBLY - TOP VIEW C PL11 2 1 1/4"DIA.HOLES I I I` I \ PAD1 3/16V 2"-4<TYP BEARING ASSEMBLY - FRONT VIEW V 10 = PROJECT: CITY OF BREMERTON oo Fes '`° 5000 ROAD RAILCAR BRIDGE RAPID_SPAN �, � .* 65'-0" HL-93 COMPOSITE BRIDGE Jl iV ' it's/ �G�� TITLE: FIXED BEARING ASSEMBLY DETAIL 0 FEB 12,2024 ISSUED FOR CONSTRUCTION RR www.ropidspon.com 1 800 667 2047 — B FEB 01,2024 ISSUED FOR APPROVAL RR SW RAPID-SPAN STRUCTURES HLTD AOND BIS ELENT TTO SHE BORROWERH FORD HIS CONFIDENTIAL ` ," 1N � A JAN 24,2024 PRELIMINARY RR PK USE ONL ;ANDDA INECO SIDERATION ITO UPON LOAN OTF THISAGRAWIING. THE BOARRONEER Feb. a� ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, r 13, 2024 ``REV DATE DESCRIPTION DRAWN CHK.A.NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING RON RIEMENS 9680 043-FBA1-01 /o \ ,l e 1 BILL OF MATERIALS -JOB# 9680 PL. 1T 8" ITEM QTY DESCRIPTION SIZE MIX VOL.CU.It WTLBSEA / A 2 END DECK PANEL 7'-1 718"x 17'-8"x 1'-11" 228.0 2.69 EA. 14792 7 10" 12-0" 7 10" ( P0000680 ) QTY QTY WT LBS o ITEM ONE ALL DESGRIPTION SIZE LENGTH �o�p,IE o . 6-PLACES 10M006 30 60 FORMED REBAR-SEE DETAIL 10M 4-2 9/16" 66.7 \ ` �� \ 15M007 8 16 REBAR 15M 6'-9 7/8" 57.6 ` 1R 15M009 46 92 REBAR 15M 6-10 7/8" 335.2 �� -II N /r# III N 20M005 20 40 REBAR 20M 17-4" 548.6 mCD• ® \ (\�—�-j� I� \ 20M008 20 40 FORMED REBAR-SEE DETAIL 20M 17-315/16" 548.5 c ITEM QTY QTY DESCRIPTION SIZE ONBS x III P0000700 4 8 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 III BROOM III P0000680 6 12 CORRUGATED PIPE 10"HDG 10"O x 6"LONG 27.8 32 6o III If a III m DIRE TION IT \ -FOR FORMED REBAR AND MISCELLANEOUS DETAILS SEE DWG.190-DET-01 ti N MMx __ __. III' 0 --• Y J N Uq III �AT�O 19 • m ON DECK EDGE / w 8 III f II THIS END N o � \ EI I \ 1fl 'ryT/�1 IT W N\g �J l E \ �N N Si \ \ •fD� �` gf -----------------------_\ �\ `_ '\ -W ` �\ I Fj N OI Q I I Q 5-0" 7-8" 5'47 C P0000700) m 'I • iia DECK PANEL PLAN VIEW 4-PLACES 3/8"= 1'-0" :4 _I • I n_ \ II I _� e' s`0 8'-0" s„ , L ` \ 61/4" 91/2" 93/8")" 13@ 1'-0" 93/"/91/2" 61/4. (15M009) I • rFa 20-15M I R 2'COVER F ')-I: \ TYP.U.N.O. MIN.LIFT g I§ E - - 44"x AL CHAMFER 5 I I ANGLE . ��� I 3 0 v \ -In - \ _ F _ SEE CURB DETAIL -.1 . \ ~\ • , Ll \ j ON DWG.190-DET-01 r CURB REBAR NOT > WSEEENDDAIL SHOWNFORCLARITY 218" 2@9112" 1-0" 17@74" 2@91/2" 61/4" ( 15M009) ON 190-DET-01 ~ 61/4" 27/8" 26-15M THIS END SECTION ELEVATION A 1/2"= 1'_o" V 1 .��•s-� PROJECT: CITY OF BREMERTON < 4 F ... 5000 ROAD RAILCAR BRIDGE �Q � ,i 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN ( ;--, F � iryi • 0 FEB 12,2024 ISSUED FOR CONSTRUCTION CH y yrv.ruui �Nuri.currr our za4T / TITLE. END DECK PANEL A -0 B FEB 01,2024 ISSUED FOR APPROVAL CH SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF \VA/�,���F.B`. ' RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL A JAN24,2024 PRELIMINARY CH JL USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING. THE BORROWER ..�'rla� ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING Na: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13,2024 BE REPRODUCED. COPIED. LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING C HUTCHINSON 9680 100-A-01 l`REV DATE DESCRIPTION DRAWN CHK�\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. /I e BILL OF MATERIALS -JOB# 9680 r 77-g / ITEM QTY DESCRIPTION SIZE MIX VOL.CU.N. WTLBSEA ,_, E . 2-10" 12'-0" 2'-10" ( P0000680 ) B 7 INT DECK PANEL 7'-1 718"x 17'-8"x 1'-11" 228.0 2.69 EA. 14652 o r / o 6-PLACES ITEM ON QTYA DESCRIPTION SIZE LENGTH WT,ILBS . 10M006 30 210 FORMED REBAR-SEE DETAIL 10M 4'-2 9/16" 66.7 N nl a, III a,� 15M010 8 56 REBAR 15M 6'-10 318" 57.9 �` TVIII 15M011 46 322 REBAR 15M 6'-117/8" 339.1 w III 0 e & - \ `_) �\ 20M005 16 112 REBAR 20M 17-4" 438.8 g 111 ��//��/ 20M008 16 112 FORMED REBAR-SEE DETAIL 20M 17-315/16" 438.8 65 N ITEM QN QTY DESCRIPTION SIZE ONBS III P0000700 4 28 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 W III - BROOM o, C• ` P0000680 6 42 CORRUGATED PIPE 10"HDG 14"0 x 6"LONG 27.8 2 III DIRECTION 11I -FOR FORMED REBAR AND MISCELLANEOUS DETAILS SEE DWG.190-DET-01 U III 8 1 III [V (pare 79''a . Ili III 0 *, 7704f0PE -- gr 8 m 0619 '- o- 0 RI . • v . 8 0 N N 1 -- I N '_ r m U N O DI • N� �I .. N� II II 4 5'-0' 7-8" 5'-0' ( P0000700) �I— DECK PANEL PLAN VIEW 4-PLACES .I . I I. I b II S 8' 2' 8'-0.' 8'-0" 2' 8" I— 7/ t /t / 1 . 6114" 9112" 9318" I 13@1'-0" 9... 02" 6114" ( 15M011 ) 3,1 . 20-15M 0 D'I ' 2'COVER _ 'I • TYP.U.N.O. / MIN.LIFT 1 1 K r 44(TYPICAL CHAMFER - �`' ANGLE vce 1 } I �' AS. CO U p I I & nl 0 1 I Ii r _ . _ r.....SEE CURB DETAIL a 'I • a '- , —.. _ _ _ ON DWG.190-DET-01 8 O 7 ' 1 1 1 SEE END DETAIL J CURB REBAR NOT m 218 2@912" 1'-0" 17@7314' 1'-0' 2@9 t.. 614. (15M011 ) ON 190-DET-01 SHOWN FOR CLARITY r ,r X / / / / ,r ,r/ BOTH ENDS 6V4" 2718" 26-15M ELEVATION SECTION 4e8"= 1'-0" A 112"= 1'-o" > V PROJECT: CITY OF BREMERTON ,< — 4E sp, 5000 ROAD RAILCAR BRIDGE Q° � 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN .,r►,;,, • 0 FEB 12,2024 ISSUED FOR CONSTRUCTION CH Wryer.fuuiuV,WI.uurrt uu,-2047 k. NI%rg ' TITLE: INTERMEDIATE DECK PANEL B -0 B FEB 01,2024 ISSUED FOR APPROVAL CH SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIALT FAI(,^+� �g A JAN24,2024 PRELIMINARY CH JL USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWERPR `"ate ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV BEOREPRODUCED.MISES AND G COPIEREES D LENT OR OTHERWISE DISPOSED RETURN IT UPON REQUEST D OF DIRECTLY OR INDIIRECTLES THAT IT SHALL OY. Feb. 13,2024 1 l`REV DATE DESCRIPTION DRAWN CHK�\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. P KING C HUTCHINSON 9680 100-B-01 „ BILL OF MATERIALS -JOB# 9680 ITEM QTY DESCRIPTION SIZE MIX VOL.CU.MI. WFLBSEA 26'-0" BW 2 BALLAST WALL 3'-11 114"x 8"x 26'-0" 112.1 1.74 EA. 9223 / ITEM pN QLL DESCRIPTION SIZE LENGTH ONES 7-8' 113-8" 7-8' (P0000704) 15M200 4 8 FORMED REBAR-SEE DETAIL 15M 6'-6 1/4" 27.5 r / 2-PLACES 15M201 2 4 FORMED REBAR-SEE DETAIL 15M 2'-2 11/16" 4.7 3'-0" 10'-0 10'-0' 3'-0" 15M202 14 28 REBAR-SEE TABLE 15M VARIES 379.1 / / / 15M203 50 100 REBAR-SEE TABLE 15M VARIES 102.3 gh ANGLE (15M201) TAPERED REBAR LIST 1-15Mlir (15M200 "e' PER LIFTING 1 15M 15M203 4 8 3-5" 15M202 CO (EACH FACE) ONE ALL LENGTH 4 8 3'-61/2" ONE ALL LENGTH • ' 4 8 1'-11 1/4" — 2 4 19'-8 5/16" 4 m o of V\ :\11 o o m 4 8 2'-7 1/4" 4 8 3'-61l4" 2 4 21'-513/16" s N oo `O,,, o0 2 4 3'-61/16" 4 8 3'-31/4" 2 4 23'-2" �� m • •a �� e e m 04 8 3'-51l2" 4 8 3'-6 3!4" 2 4 24'-91/2" 0 0 o e 4 8 3'-51/4" 2 4 �"6 6 12 25'-8" ,_\ `O\ 2 4 3'-71/4" 4 8 3'-5 3/4" 6'-9" 8' 11'-6" 6'' 6'-9" (PVC1-) 3/4"x 3/4"CHAMFER TOP 4 8 3-7" r r 16 PLACES (TYP.U.N.O.) ITEM QTY ONE QTY DESCRIPTION SIZE ILBS P0000700 11iP"x 1Si2"DEAMFER P0000700 4 8 6T DAYTON P94S FLEET-LIFT HDG SEE DETAIL 8.8 8 1" 13 10 6'1" { ) TOP THIS SIDE 4-PLACES P0000704 2 4 FLEET LIFT ERECTION ANCHOR P92HP HD 3 SEE DETAIL 6.6 BALLAST WALL PLAN VIEW PVC1 16 32 PVC PIPE 1 114"SCHD 80 1 1!4"IDx 8"LONG 0.0 1/4"= 1'_O" ill SEE DWG.190-DET-01 FOR FORMED REBAR AND MISCELLANEOUS DETAILS SHOP NOTE: CLEARLYLABLE 'FIIL SIDE' Ell 24@1'0 �( 15M203 ) 1• w 25-15M c TOP&BTM t o W +O MIN LIFT o co [9 A) 248. 9�'3" ANGLE 9 „ / „ �o LL m to �� �° FILL SIDE 423/2 • ( 15M200) ao` I T. I.II • . 'II.I I )11 : : S) 2-15M i - 2"COVER BRIDGE SIDE (EACH END) 1 Il 4(TYPICAL) SECTIONI I �/4 =1 0" r1 � r1 m h M ti CO N M g- in "---) 2"COVER `J (TYPICAL) B SECTION -14"=1.-0" V 1 �,,�� PROJECT: CITY OF BREMERTON J< �`;V pro• .. qo°`0 5000 ROAD RAILCAR BRIDGE ,r Q � 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN ( .. 1L F 0 FEB 12,2024 ISSUED FOR CONSTRUCTION CH Wryer.fuuiuV,WI.uurrt —2047 k 117!qv TITLE: BALLAST WALL LAYOUT -0 B FEB 01,2024 ISSUED FOR APPROVAL CH SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF ",a' I NErL�. RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL �/» (^y A JAN 24,2024 PRELIMINARY CH JL USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER "'" ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING Na: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13, 2024 BE REPRODUCED. COPIED. LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING C HUTCHINSON 9680 150-BVII-01 14 REV DATE DESCRIPTION DRAWN CHK�`\NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. /I e BILL OF MATERIALS -JOB# 9680 ITEM QTY DESCRIPTION SIZE MIX VOL.CU.MI. WF LEIS EA S 2 SILL 18'-0"x 1'-6"x 2-6' 112.1 1.91 EA. 10220 ITEM ON QLL DESCRIPTION SIZE LENGTH pNBS 16"-0" 10M004 4 8 FORMED REBAR-SEE DETAIL 10M 6'-6 3/16" 13.7 15M001 31 62 FORMED REBAR-SEE DETAIL 15M 7'-2 7/8" 236.8 r 2'-0" 2'-0" 10'0" 7-0" 2'-0'' ( 1S12) 15M003 9 18 REBAR 15M 17-8" 167.7 in / / / / /4-PLACES 25M002 8 16 REBAR 25M 17-8" 372.8 �` ITEM oN Qn DESCRIPTION SIZE NDE `-7 ® 4 AT ACH BOLT P0000700 4 8 6T DAYTON P94S FLEET LIFT HDG SEE DETAIL 8.8 I4 \ Ol o) LOCATION 1S12 4 8 ASTM A307A-HEX HEAD HDG BOLT 1"x 12"LONG 5.2 [V JJ !? ® --0 4 8 ASTM A563A-HDG HEX NUT 1"DIA. 0.5 co 4 8 ASTM F844-HDG STANDARD FW 1"DIA. 0.2 -SEE DWG.190-DET-01 FOR FORMED REBAR AND MISCELLANEOUS DETAILS Q 10M004 2-10M _ EACH BOLT GROUP 4'-6" 9'-0" 4'-6" (P0000700) / I i i 4-PLACES PLAN VIEW 47'=1.-0" 35/16", 7@35/16" 3`4'16"�(25M002 ) 8-25M 10 (1512) o \ coxo 0 2Ra \1 o 3ta"x P "CHAMFER `�a J (TYICAL}3/4 /01 /01 � & �iL � • lyii� • �° ` I I / 15M003 ) I • �\ 1-15M ' T. I iq EACH SIDE '4 - - e - - - II `y sl.- - - m - , • • r 2 COVER • • • • • - / TYP.UNO • 3' 30@7 3..( 15M001 ) ` d7 ` \ 4 1 1131-15M L wj ELEVATION • I- 31ja" 6@31,7AG" 31, (15M003) /'=1'-0" i i i i 7-15M A SECTION 1/4"=1'-0" V .,.,R« PROJECT: CITY OF BREMERTON ,< ir°4,` 5000 ROAD RAILCAR BRIDGE ti �- �¢ � 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN ;:�' k F!if TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION CH Wryer.r. ',CA'u�N uWI.uurrr u o , -2047 SILL -0 B FEB 01,2024 ISSUED FOR APPROVAL CH SW NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF F,1/G,1NSF.B`. ' RAPID-SPAN STRUCTURES LTD AND IS LENT TO THE BORROWER FOR HIS CONFIDENTIALUSE ONLY; AND IN CONSI Feb. �ssA� A JAN 24,2024 PRELIMINARY CH JL DRAWIE BORROWER PROMISES AND AGREES TO DERATION RETURN IT UPON REQUEST ANDOF THE LOAN OFSAGRE SNTHATH IT SHALL NOT e 13,2024 ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING Na: REV g l`REV DATE DESCRIPTION DRAWN CHK�\ E REPRODUCED. COPIED. LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING C HUTCHINSON 9680 160-S-01 NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. /I e x Y A POS# X X1 X2 Y Y1 A Al TOTAL 2" 8" 1, P0000700 10M004 6 1/2" 2'-6 1/2" 8 15M001 1'-1 15/16" 2'-2" 62 A X Al DECK PANEL A 15M007 - co 0 LIFTING DEVICE RECESS PLUG DECK PANEL B (15M010 `'r'� ,LI TO BE ORIENTATED TOWARDS Y Y1 w THE CENTROID co \ . X1 X2 POS# X X1 X2 Y Y1 A Al TOTAL 45°CHAMFER •( 10M006 • T SAFE WORKING LOAD=8250 LBS 10M006 4 1/4" 4" 6 1/4" 1'-8" 1'-7 15/161 90° 83° 270 r PRODUCT CODE=142875 b2"COVER GALVANIZED FINISH i ,-, TYP UNO Y Y — — — — DAYTON FLEET-LIFT 6T P94S DETAIL r -Diu) I NOT TO SCALE FXI I• C — - 9-7/8"MAX ,.—/ POS# X X1 X2 Y Y1 A Al TOTAL (P0000680 3/4" 15M201 6 15/16 1-0 7/16 0 4 3/4"x 3/4"DRIP GROOVE . /25/8 X1 A Y CURB DETAIL Al i1"=11-0" X POS# X X1 X2 Y Y1 A Al TOTAL W P0000704 15M200 1'-5 11/1611 1'-7 3/4" 3'-5 5/8" 1 8 0 - APPLY SET RETARDER AND WATERBLAST TO „ -X X1 A is --A � EXPOSE AGGREGATE N 1 ANCHOR TO BE INSTALLED SO SHEAR PLATE IS OPPOSITE THE DIRECTION OF THE LIFT 1/2"DECK EDGE POS# X X1 X2 Y Y1 A Al TOTAL TO CURB EDGE // 20M008 8'-8" 8'-8" 2° 152 15M TENSION BAR SAFE WORKING LOAD WITH TENSION BAR=8,000 lbs. PRODUCT CODE=FL175L GALVANIZED FINISH i DAYTON FLEET-LIFT 4T P92HP DETAIL END DETAIL NOT TO SCALE 1"=1'-0" >r 1� 1� PROJECT: CITY OF BREMERTON , . 4 r , 5000 ROAD RAILCAR BRIDGE �� _ t, 65'-0" HL-93 COMPOSITE BRIDGE RAPID-SPAN - I -Anti Nwrg — " TITLE: 0 FEB 12,2024 ISSUED FOR CONSTRUCTION CH H.H.H�ooidsoon.�o,� 1-800-66>-2047 +' FORMED REBAR AND MISCELLANEOUS DETAILS 2B FEB 01,2024 ISSUED FOR APPROVAL CH SW NOTI E SPAN I STRRAWIN ESHAS AOND BIS ELENT BTLISH ED BAND IS THE SLE PROPERTYORROWER FORO HIS CONFIDENTIOF 1 lE +. C A JAN 24,2024 PRELIMINARY CH JL USE ONLY; AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER ENGINEERED BY: DRAWN BY: JOB No: SHOP DRAWING No: REV PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT Feb. 13,2024 to BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, P KING C HUTCHINSON 9680 190-DET-01 2 REV DATE DESCRIPTION DRAWN CHK NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS FURNISHED. 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Western Surety POWER OF ATTORNEY-CERTIFIED COPY Bond No, 72643511 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota,and having its principal office in Sioux Falls,South Dakota(the"Company"),does by these presents make,constitute and appoint ERI K M HEI DEMAN .its true and lawful attorney(s)-in-fact,with full power and authority hereby conferred,to execute,acknowledge and deliver for and on its behalf as Surety,bonds for: Principal: Saw Enterprises LLC Obligee: City of Bremerton Amount: $1, 000,000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds,policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President,any Vice President, Secretary,any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27th day of April,2022: "RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic-formatted corporate seal, each to be considered the act and deed of the Company." If Bond No.72643511 is not issued on or before midnight of October 15th, 2024 ,all authorit Ru ediki this Power of Attorney shall expire and terminate. is `.4.7+tfi'eeW feesmtern SureOtyhomp day P caused theseMa resents to be signed 2b4y its Vice President,Larry Kasten,and its 10'4, • E 4 (6tail � WESTERN SURET COMPANY ;.-C33,.k. Sr 40.0./oc. z (:::—fr slri�� V r A ss - 7tten,ViePresident COU (�]♦sAHA On this 10th day of May in the year 2029 ,before me,a notary public,personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and ac owledged said instrument to be the voluntary act deed of said corporation. +rhMWMMr• S. GREEN e),..k.1.1L_Y\ CIAONOTARY PUBUC Notary Public-South Dakota SOUTH DAKOTA (MOMy Commission Expires February 12, 2027 e undersign o car o astern Surety Company,a stock corporation of the State of South Dakota,do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable,and furthermore,that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof,I have hereunto set my hand and seal of Western Surety Company this 10th day of May , 2024 , WESTERN SURE COMPANY Ci_ Kasten,Vice President To validate bond authenticity,go to www.cnasurety.00m >Owner/Obligee Services>Validate Bond Coverage. Form F5308-5-2023 • E(stwoONYTY) ,^ , CERTIFICATE OF LIABILITY INSURANCE °"'051101024 ACpRO 05/10/2024 TM)g 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 BELOBELOW. THIS CERTIFICATE PRODUCER,OF INSURANCE AND THE CERTIFICATE ACE HOLDER. A CONTRACT BETWEEN THE ISSUING INSURER(8),AUTHORIZED ESIMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)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 doss not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: T Erik Heideman Orion Insurance Group PHONE o,EMI: (425)771-5197 Ho) (425)673-4427 10634 E Riverside Dr AADDRESS: enk@orioninsgroup.corn Suite#300 INSURER(S)AFFORDING COVERAGE MIC/ Bothell WA 98011 INSURER A: Admiral Insurance Company INSURED INSURER B: National Fire&Marine Insurance 20079 SAW Enterprises LLC INSURER C: Evanston Insurance Company 5219 NE Falcon Ridge Lane INSURER D: INSURER E: Poulsbo WA 98370 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2441540001 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHERABOVE POLICY FOR THE DOCUMENT WTH 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. IN9R ADDL' -,• POLICY EFF POLICY EXP LIMITS me TYPE OF INSURANCE INK? MD POUCY NUMBER (MMIDDIYYYY) (MM YV)IDDIYY t,000,000 X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE $ DAMAGE TO HtN I tD • 50,000 W CMS-MADE ®OCCUR PREMISES(Ea occurrence) $ MEO E(P(My ono person) $ 10,000 A - Y Y CA000052504 04/01/2024 04/01/2025 PERSONAL&AMVINJURY $ 1,000,000 — GENERAL AGGREGATE f 2,000,000 GEN'L AGGREGATE UNIT APPLIES PER:POUCY [S] 2.000,0 $ 00 PRODUCTS-COMP/OP AGG S CT ❑LOC OTHER: COMBINED SINGLE LIMIT $ 1,000,000 AUTOMOBILE LIABILITY jEa accident) BODILY INJURY(Per person) $ ANY AUTO B X —OWNED SCHEDULED Y Y 02APM045613 04/01/2024 04/01/2025 BOOILY INJURY(Paracuderul $ AUTOS ONLY AUTOS PROPERTY DAMAGE r$ HIRED X AUTOS (PeraccldeN) x AUTOS ONLY $ EACH_ OCCURRENCE $ 1.000.000 x UMBttEtJALUB OCCUR 1,000,000 C - EXCESS LIAR �MS,MADE Y Y MPXS3006978 04/00/2024 04/01/2025 AGGREGATE S DED I I RETENTION$ $ WORKERS COMPENSATION �PE STATUTE I I ER AND EMPLOYERS'UABIUTY Y/N E.LEACHACCIDENT s 1,000,000 A ANY of PRRw RIIM8E0 uD ,D EOXIrIVE ❑ N/A CA000052504 WA STOP GAP 0410412024 04/04/2025 1,000,000 E.LDISEASE-EAEMPLOYEE $(Mandatory to and 1,000,000 If yesReettON OF OPERATIONS E.L DISEASE-POLICY UNIT $ DESCRIPTION OF below - _ Occurrence 1,000,000 Pollution Liability C Y Y. CPLM0L123828 05/09/2024 05/09/2025 Aggregate 1,000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Mourns Schedule,may be attached IT more space Is required) RE:50000 Road To Bridge Installations and Associated Road Work Certificate Holder is anAdditional Insured per Blanket Additional Insured Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Bremerton Dept of PW&U-Forestry Division 100 Oyster Bay AVE N AUTNORD:ED REPRESENTATIVE �2r Bromerton WA 98312 I 01988-2045 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marts of ACORD PERFORMANCE BOND BOND It:72643511 DATE POSTED: RE: Contractor: Saw Enterprises LLC 5219 NE Falcon Ridge Ln, Poulsbo, WA 98370 Project Address;5000 Road Two Bridge Installations and Associated Road Work 5000 Road, Bremerton,WA 98312 i KNOW ALL PERSONS BY THESE PRESENTS: Saw Enterprises LLC (hereinafter 1. That we and called"Principal")a corporation organized under the laws of the State of WA_r regii�s��t��ered to do business in the State of Washington as a contractor, as Principal, and (he"reinateer called'lls a corporation organized under the laws of the tateste of312.... and registered to transact business in the State of Washington as Surety, administrators,successors and assigns,are Jointly and severally held and bound to the Cit the y of Bremerton,Washington,(hereinafter called"City"),and are similarly held and bound unto beneficiaries of the trust fund created by RCW Chapter 60.28,in the sum ofmayaxal 1of the and eon 00 Dollars($318 727,20 occur contract amount plus any increases in the contract o atheount additionthat have of any new occurred or ma the due to change orders,increases in the quantities payment of which, well and truly to be paid, we bind ourselves, our heirs, executors and successors,jointly and severally,formally by these presents. 2. The Bremerton Municipal Code requires that a surety bond or other financial security,be e furnished by the Principal to the City to ensure compltionfall Work by,development conformance with the plans,specifications,standards,permitpostingvemint bond guidelinesin the and othernt one hundred Principal rt h of agreed estimated tvalue of is tirement by the Work and the estimated cost to amount of one hundred (100)percent restore existing improvements as determined by the City. al, 3. The Work,includinging o the dateing,this bond remain executed and ending on thedate this bond is and installation commencing o released in writing by the City. 4. Principal andINSTERN SURETY COMPANYa corporation authorized to transacts rety and e State of ashington ("Surety") agree business for performance.Jhte Snd e torsnadministrators ance bonds in and assigns`unto the City in the penal amount ree un a eeni"flioulsaring bttl h ��l� a onr,nr� dollars ($318,727.zo),lawful money of the United States,according Of �ndr�d Tv,�nty 4even.,^ to the following terms and conditions: a. Principal shall, at its sole cost and expense, carefully correct any damage or defects In workmanship, materials, or installation to the City-owned real property on leaVet thWork es in as goodo take e, and any condition as it wasbefore facility thereon, an commencement of the Work. 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 39 APRIL 2024 • b. Principal and Surety agree that if any of the Work is not complete by the date set forth above,if any of the Work is defective,if damage of existing improvements is observed,or if other activities have occurred which do not comply with the contract,and corrective action is required of the Principal as determined by the City,and the Principal does Sure not commence n correction d ys of demand by the City,of the same within twenty make 0) a writtes of n commitment and by the lto the City shall,within Y that it will either: 1. Correct the defect(s) or complete the Work itself with reasonable diligence pursuant to a time schedule acceptable to the City,or days the amount ii. Tender to the City within an additional ten (10) Y necessary,as determined by the City,for the City to complete the Work or correct the defect(s),up to the penal amount of the bond. ement Surety shall then fulfill its obligations under If Surety t fulfill its obligation to the under selected by Surety under either4(b)(i)or4(b)(il) elects the of nder ti above,then upon completion,the City shall notifySurety Surety of theey actualto the City TheraCraph 4(b)( ) City shall return,without interest,any overpayment made by y' defect,and if actual cost which exceeds the City's estimate,limited to the penal amount. mo nt.cor This aparagrapeh shall any wayto comp not be construed to obligate the City in any to payall costs of the same. the City does so,Principal and Surety shall remain liable to the City ition o the Work shall affect c. No Cr Sug e,extension of time,alteration, utre atiwaives notice of any such change,extensions obligation of Principal or Surety on this bond,and Surety alteration,or addition. d. As part of the Work, Principal shall fully compensate all its employees, the Work as fully performed and to release thisbon made d cont ractors,subcontractors,material men,and anyone else who could claim a lien aaSs b result ofthe t Work. The City is underassurance obligationnceitdeems to acc p until the City receives a to be mads. adequate that all such compensation there is no such compensation it is released in writing by the City at the request of Surety e. This bond shall remain in full force and effect until the obligations secured by have been fully performed and untile bondDeposit sreceived. or Principal,and until a Warranty is bond,each party shall pay its own costs and attorney f. If any legal action,including but not limited to the filing of a lawsuit, be odic al to fees.collect This bond or tos enforce the provisions cc to the laws of the State of Washington. Any judicial out of this bond shall be brought in Kitsap County Sup This shall be arising interpreted according Court. action to resolve disputes24 DATED THIS 1�th day of 20 May PRINCIPAL Saw Enterprises LLC BY: 5( 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 40 Al APRIL 2024 SURETY WESTERN SUR TY COMPANY BY: c J E T k(, ERIK M HEIDEMAN,Attorney-in-Fact w g1RPORAIi Z Surety Mailing Address: SEAL Street 151 North Franklin, 17th Floor SAvow State/Zip Chicago, IL 60606 STATE OF WASHINGTON ) ) ss. COUNTY OF KITSAP ) On this day Mc 13t' , 29zy — personally appeared before me, known to be the individual (Principal) described in and who executed the withineaand voforluntary Instrument, act and deed,t, and acknowledged that�—.signed the same as the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of ary ubll n and for the State of Washington, ��3�� JESSY YESIKI Residing at 4-S3� ��` �` l yw Notary Public I My appointment expires: State of Washington Commission#22018833 My Comm. Expires Apr 11, 2026 R:\Legal\Legal\Forms\FORMS ON COBWEB\Performance Bond Rev.06 2022.docx 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 41 APRIL 2024 44 PAYMENT BOND BOND#: 72643511 DATE POSTED: RE: Contractor:Saw Enterprises LLC 529 NE Falcon Ridixe Ln�Poulsbo, WA 98370 moo+zgisi Two�dae+nsta�lati4�8 and Assoc at oad Work Project Address; 500_00 R_ Bremerton,WA 98312 KNOW ALL PERSONS BY THESE PRESENTS: 1. That we Saw Enterprises LLC (hereinafter called "Principal") a corporation organized under the laws of the State of Mil, and registered to do business in the State of Washington as a contractor,as Principal,and1NESTERN SURETY COMPANY(hereinafter called"Surety',a corporation organized under the laws of the State of SD and registered to transact business in the State of Washington as Surety,their heirs,executors,administrators, successors and assigns, are Jointly and severally held and bound to the City of Bremerton, Washington, (hereinafter called "City"), and are similarly held and Tboundd unto ttenn T the en beneficiaries of the trust fund created O by RCW Chapter 60.28,in the sum ofHuna��d Tina 1, 100% of the contract amount plus any and 20/100 Dollars($ increases in the contract amount that have occurred or may occur due to change orders, on of anynew em of work, increasesdtruly in be the puantities or the ad, we bind ourselves,es our heirs,texec tors and the payment which,well Jointly and and truly P severally,formally by these presents. 2. The Bremerton Municipal Code requires that a surety bond or other financial security be furnished by the Principal to the City to ensure completion of all Work by (date),in conformance with the plans,specifications,standards,permit requirements,development guidelines and other requirements. Principal has agreed to meet this requirement by posting this bond in the amount of one hundred (100)percent of the estimated value of the Work and the estimated cost to restore existing improvements as determined by the City. This Payment Bond is issued simultaneously with a Performance Bond-Dual Obligee ("Performance Bond") issued in connection with the and the additional blge(s),iroject.�ySidentified iued herein, "Obligees" a lRider tohhis Bond all mean CITY,Lender,City of Bremerton and"Obligee"shall mean any of the Obligees. 11. Contractor has entered into a Construction Contract with CITY for the construction of the Project ("Contract"), which as the same may now or hereafter be amended by change order or otherwise,Is made a part hereof by reference; 11. Contractor and Surety, jointly and severally ("Obligors"), bind themselves, their heirs, executors,administrators,successors and assigns, to Obligees,for the use and benefit of Claimants as hereinafter defined in paragraph; 590APRI o ROADL TW°BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 2024 42 Three Hundred Eighteen Thousand Seven Hundred 318,727.20 'Nearly Seven end 20/100 ($ ), to pay for labor, 5 In the sum of tr Dollars materials and equipment furnished for use in the performance of the Contract. Any approved increase in the total Contract price shall increase the monetary obligation of Obligors accordingly. 11. A Claimant("Claimant")is defined as one having a direct contract with Contractor or with a subcontractor of Contractor for labor,materials or equipment used in the performance of the Contract,including lighout ht,ht, heat, oil, gasoli in the ne, telephoneterials service or rental of pment" that part of water, gas, power, g equipment directly applicable to the Contract, architectural and engineering services required for performance of the work of Contractor and Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted In the jurisdiction where the labor,materials or equipment was furnished.4.This obligation shall be null and void if Contractor promptly makes payment to all Claimants for all labor,material,or equipment used in the performance of the Contract. Contractor and Surety hereby jointly and severally agree with Obligees that every �' Claimant,who has not been paid in full before the expiration of a period of ninety (90) days after having last may sue on s ment Bond th last performedC labor mantr prosecute furnished the suit materials toifinal judgment for such sum orisums as may be us ye use la sucman Claimant, justly due Clofaimant,and have execution It cation thereon. Na Obligee shall be liable for the payment of any costs or expenses of any such B. Surety shall have no obligation to Claimants under this Payment Bond unless: a. Claimants,who r not have a direct in`Contra contract CITY or ,Surety,within ninety (90) days after having tice to any two(2)of the above-named parties,those being last p furnished the amount claimed that a performed labor or er this Payment Bond and, with substantials or equipment d ceuraccy,in the claim,amount stating claim theis being made an and bo name do the or pe to whom AAnthe suit,raction or equipment proceeding broughtt bye Claiman whom ts under this Pra labor was done or performed Y year from the later of the date on which(i)Claimants Payment the Bond shall ibet institutedb parwithagraph 6a,or(ii) the later of the date that Claimants either perform gave the notice required by the last labor and/or service or furnish the last materials or equipment under the Contract. If this olling law,this rovision of the Payment ond is ion is deemed to be in contraventionsubstitute ubstii the any period of Imitation permitted by such is deemed amended so as to subs controlling law for the above limitation.s Payment Bond shall be reduced by any payment(s)made in good fai9. The amaunoof hei payment by Surety of mechanics'liens that may be filed of record againsta h Project, rwhether olusiver for the amount of such lien ainst thisa ment Bond.d Not it not the clahe foregoing,no amounts paid iwis thout the written consresented under and ent f this Payment Notwithstanding Lender shall reduce the liability of Surety to Lender under this Payment Bond. 10. Surety hereby waives no ice and other change, obli including changes of time,to the Contract or to related subcontracts,purchase 11. Notice to Surety,CITY,or Contractor shall be served by mailing the same by registered mail or certified mail,postage prepaid,to the address shown on this Payment Bond or to such other 5000 ROAD TWO BRIDGE INSTALLATIONS AND ASSOCIATED ROAD WORK 43 APRIL 2024 R 3 1 .},1if d .f1 a � {{f} �Y.t it E i tli, I E Y � �� 11 I '{ `d 1Lt z{ 1' I_______ � °�l I � I it J cf w it'� ii i{ ;3"I 1 ai t �1 p I s,„•, 'a_ a A, ll tir 1 1 y 4 E""� � fi��'�fPy�gf^!��1 ��t k,at k a� t7,i s' :.:!-- it- Ilitlitillii ilin't tut k , \. itt.,,, t q4 }}}} , v =�;�f�f4s(As�d k 11 I __ S 1 address as may have been previously specified by the recipient in a notice herewith. Pr , given in accordance DATED THIS 1 Oth day of May ,2024 .:r i, � � ■ttt111 1,l Saw erprise LLC FRINCIPAL ,� �' 5 . .. BY: 1 .; } SURETY WES SU COMPANY j _ .. ',. „S BY: �eaSUaerrca� i J 'i ERIK M HEID MAN,Attorney-in-Fact w og,ORATF z '' it_ 1 S_Surety Mailing Address: * L * } :1 ,,. Street 151 North Franklin,17th Floor so 9�v �'` ors oa'� State/Zip Chicago,IL 60606 -' ; ,, ,7 s STATE OF WASHINGTON ) rE ) ss. a COUNTY OF KITSAP ) � ` On this day c..r 13t`, 2 L�f personally appeared before me, known to be the individual (Principal) described in and who executed the within and foregoing instrument, and acknowledged thatSkP s�; z signed the same as free and voluntary act and deed,for the uses and purposes therein mentioned. GIVEN under my hand and official seal this \-25k'' day of ,2O. JESSY YESIKI I p'ry ublic n and for the State of Washington, Notary Public ' S,It,.efIc\c U� S` 5', State of Washington Residing at4 3g T lvt.� , tUer��,wh��; Commission#22018833 ( My appointment expires:D-\-\\—' Zh My Comm.Expires Apr 11,2026 PlirlPilrwarirwmpipigrigrik Rt\Legal\Legal\Forms\FORMS ON COBWEB\Payment Bond Rev.06 2022.docx st00 Rogp ' '' ` �202 °$��GB NsTALLAT/ONS AND ASSOCIATED ROAD WORK 44 ,... rw► A o® CERTIFICATE OF LIABILITY INSURANCE DATEiMM/DDIYYYY) 05/10/2024 I 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(les)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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Erik Heideman NAME: Onon Insurance Group PHONE (425)771-5197 FAX 425 673-4427 IA/C.No.Eat): ANC,No): ( ) 10634 E Riverside Dr &MAIL erik@ononinsgroup co rnADDRESS; Suite#300 INSURERS)AFFORDING COVERAGE NAIC B Bothell WA 91I011 INSURER A: Admiral insurance Company INSURED INSURER B: National Fire&Marine Insurance 20079 SAW Enterprises LLC INSURER C: Evanston Insurance Company 5219 NE Falcon Ridge Lane INSURER D: INSURER E: Poulsbo WA 98370 INSURER F: COVERAGES CERTIFICATE NUMBER: CL244 1 5 100 01 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE tNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOL SUBRT POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO WW1 POLICY NUMBER (MM/DDTWYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE irYRERi D 50,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 — A Y Y CA000052504 04/01/2024 04/01/2025 PERSOt'lALBADVINJURY S 1.000,000 GEN'LAGGREGATE LIMIT APPLES PER GENERAL AGGREGATE s 2,000,000 POLICY IE RO• 0LOC OTHER 0000PRODUCTS-COMP/OPAGG $ 2,0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B X OWNED —SCHEDULED Y Y 02APM045613 04101/2024 04/01/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS XHIRED X NON-OWNED PROPERTYI`DAMAGE $ AUTOS ONLY AUTOS ONLY I (Per accident) $ w X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 1,000.000 C EXCESS LIAB H CLAIMS-MADE Y Y MPXS3006978 04/09/2024 04/01/2025 AGGREGATE S 1,000 000 _ DED RETENTION$ $ WORKERS COMPENSATION vl PER OTH- AND EMPLOYERS'LIABIUTY /`�l STATUTE ER A ANY PROPRIETORlPARTNER/EXECUTIVE Y!N E.L EACH ACC DENT S 1,000,000 OFFICER/MEMBER EXCLUDED? LI NIA CA000052504 WA STOP GAP 04/01/2024 04/01/2025 (MandatorylnNH) E.L DISEASE-EA EMPLOYEE $ 1,000,000 II yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ Occurrence 1,000,000 Pollution Liability C Y Y CPLMOL123828 05/09/2024 05/09/2025 Aggregate 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS t VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE:50000 Road To Bndge Installations and Associated Road Work Certificate Holder is an Additional Insured per B anket Additional Insured Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Bremerton Dept of PW&U-Forestry Division ACCORDANCE WITH THE POLICY PROVISIONS. 345 6th St Suite 100 AUTHORIZED REPRESENTATIVE Bremerton WA 96337 ��F, I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL UASIL TY CG20101001 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED— OWNERS, LESSEES OR CONTRACTORS — SCHEDULED PERSON OR ORGANIZATION This endorsement modltres insurance provided under tho following COMMERCIAL GENERAL LIABILITY COVERAGE PART SC HEDULE Name of Parson or Organization: 43Iuriket as requited by written contract. {If no entry appears above.Information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) A.Sactae It-Who Is An Insured Is amended to Include as an Insured the person or organization shown In the Schedule,but only with rasped to lablAty arising out or your ongoing operations performed for that Insured B.With respect la the inscrarc.i affcr Jed to these additional Frsureds the following o clu ion added. 2.Exclusions Ties Iresurancs does not apply la'bodily injury'or'property damage'rxr.uning alter. (I)All work.Including materials,parts or egatpmant furnished in connection with aixIi work,on the project(otter than earvice,maintenance or repairs)to be performed by c on behalf of the addtional insured(s)at the site of the covered operations has been completed;or (2)That portion of'your work'out or which the injury or damage arises has been put to Its Intended use by arty person or organization other than another contractor ar slkconlraCior engaged in performing operations fur a principal as a part of the same profeeL :ataral COMMERCIAL GENERAL LIA811.17Y CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY- OTHER INSURANCE CONDITION This endorsement modlfres Insurance provided under the(oAowfng: COMMERCIAL_GENERAL LIASII_JTY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The (Mowing Is added to the Other Insurance (2) You have Agreed In writing In a contract ar Condition and supersedes any provision to the agreement that this Insurance would be contrary: primacy and would not seek contribution Primary And Noncontributory Insurance from any other Insurance available to the This Insurance Ls prirnary to and wilt not seek adcitbortat Insured. contribution from any other Insurance available to an additional Insured under yotr policy Ir ovfded that: j t, The additional Insured Is a Named Insured aides such other Insurance;end CG 20 010413 0 Insurance Services Circe,Inc,2o12 Page f of COMMERCIAL, GENERAL LIABILITY CC 24 TNIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ TT CAREFULLY. a4 tc 93 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This ewdexsa,.r.ent rraihes Insurance Frc 'ded older lha tclowirq CO► MER IAL GeN RA.LIAMLITY COVERAGE PART SCHcOULE Ntme of Parson orOrgantzaUon: tnk't a m requi,rd by ti.-ritien contract ec e`.,:.y appears abare.Irlormatiar rain led fn corn?Ie,e,tte;erAdorsernent wgi be shown in thz Oeciaratlons as applicable to thts endorsement. } The TR.LVSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO us Ccrtc'iilcn(Section IV COMMERCIAL GENERAL LIABILITY CONDITIONS)Is amended by the addition orthe totkSUTg' We waive any rght of recovery we may have against the person or organization stevwn in the Schedule above b!cause of payments we make for injury or damage arising tail of your ortgoirr cperatfats or'your worse'done under a contract with li'at person or oryartfzatfon and inckided in the'pr„ducts.ccmtletad operalicns I'.ira d',Tt•. waiver applies only to the person Cn crgeniia}.on shown in the Schedule above, C.)24 04 10 93 A`oRD DATE(MM/DD/YYYI()EVIDENCE OF PROPERTY INSURANCE 05/28/2024 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE COMPANY (A/C,No,Ext): US ASSURE INSURANCE SERVICES OF FLORIDA,INC. American Zurich Insurance Company P.O.BOX 10197 JACKSONVILLE,FL 32247-0197 FAX(A/C,No): ADDRESS:E-MAIL erik Orionins9roU COm p• CODE: A0211798 SUB CODE: AGENCY CUSTOMER ID#: INSURED LOAN NUMBER POLICY NUMBER SAW Enterprises LLC ER78039859 5219 NE Falcon Ridge Lane EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL Poulsbo,WA 98370 05/31/2024 05/31/2025 TERMINATED IF CHECKED THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION 9600 McKenna Falls Rd W Bremerton,WA 98312 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 EVIDENCE OF PROPERTY INSURANCE 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. COVERAGE INFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Coverage Form $1,000 Total Completed Project Value $319,000 REMARKS(Including Special Conditions) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE ADDITIONAL INSURED LOSS PAYEE LOAN# AUTHORIZED REPRESENTATIVE ACORD 27(2009/12) ©1993-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DATE (MM/DD/YYYY) EVIDENCE OF PROPERTY INSURANCE 105/28/2024 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. AGENCY PHONE _ COMPANY US ASSURE INSURANCE SERVICES OF FLORIDA, INC. P.O. BOX 10197 JACKSONVILLE, FL 32247-0197 roup.com CODE: A0211798 I SUB CODE: INSURED SAW Enterprises LLC 5219 NE Falcon Ridge Lane Poulsbo, WA 98370 PROPERTY INFORMATION LOCATION/DESCRIPTION 9600 McKenna Falls Rd W Bremerton, WA 98312 American Zurich Insurance Company LOAN NUMBER EFFECTIVE DATE EXPIRATION DATE 05/31/2024 05/31/2025 THIS REPLACES PRIOR EVIDENCE DATED: POLICY NUMBER ER78039859 CONTINUED UNTIL TERMINATED IF CHECKED 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 EVIDENCE OF PROPERTY INSURANCE 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. COVERAGE INFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Coverage Form Total Completed Project Value $319,000 $1,000 KtIVIAKKZ) (Incivalna JDecial L onaIUOnSI CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AnnITIONAI INTFRFST NAME AND ADDRESS MORTGAGEE LOSS PAYEE ADDITIONAL INSURED LOAN # AUTHORIZED REPRESENTATIVE ACORD 27 (2009/12) © 1993-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD