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HomeMy WebLinkAbout4047 Resolution - BNSF Overpass Agreement MDUARTICLE II) BNSF OBLIGATIONS In consideration of the covenants of Agency set forth herein and the faithful performance thereof, BNSF agrees as follows: 1. Upon Agency’s payment to BNSF of an administrative fee in the sum of Two Thousand and No/100 Dollars ($2,000), together with the Temporary Construction License Fee in the sum of $Two Hundred Seven Thousand Two Hundred Three and No/100 Dollars ($207,203), BNSF hereby grants to Agency, its successors and assigns, upon and subject to the terms and conditions set forth in this Agreement, a temporary non-exclusive license (hereinafter called, “Temporary Construction License”) to construct the Structure across or upon the portion of BNSF's right-of-way described further on Exhibit A-1, excepting and reserving BNSF’s rights, and the rights of any others who have obtained, or may obtain, permission or authority from BNSF, to do the following: a) Operate, maintain, renew and/or relocate any and all existing railroad track or tracks, wires, pipelines and other facilities of like character upon, over or under the surface of said right-of-way; b) Construct, operate, maintain, renew and/or relocate upon said right-of-way, without limitation, such facilities as the BNSF may from time to time deem appropriate, provided such facilities do not materially interfere with the Agency’s use of the Structure; c) Otherwise use or operate the right-of-way as BNSF may from time to time deem appropriate, provided such use or operations does not materially interfere with the Agency’s use of the Structure; and d) Require the Agency or its contractor to execute a Temporary Construction Crossing Agreement, for any temporary crossing requested to aid in the construction of this Project. The term of the Temporary Construction License begins on the Effective Date and ends on the earlier of (i) substantial completion of the Structure, or (ii) 36 months following the Effective Date. The Temporary Construction License and related rights given by BNSF to Agency in this provision are without warranty of title of any kind, express or implied, and no covenant of warranty of title will be implied from the use of any word or words herein contained. The Temporary Construction License is for construction of the Structure only and shall not be used by Agency for any other purpose. Agency acknowledges and agrees that Agency shall not have the right, under the Temporary Construction License, to use the Structure for any other purpose than construction. In the event Agency is evicted by anyone owning, or claiming title to or any interest in said right- of-way, BNSF will not be liable to Agency for any damages, losses or any expenses of any nature whatsoever. The granting of similar rights to others, subsequent to the date of this Agreement, will not impair or interfere with the rights granted to Agency herein. Upon Agency’s payment to BNSF of the additional sum of $One Hundred Fifty Four Thousand Eight Hundred Ten and No/100 Dollars ($154,810), such payment to be made within thirty (30) days of issuing the Notice to Proceed pursuant to Article III, Section 16 of this Agreement, and provided further that Agency is in compliance with the term and conditions of this Agreement, BNSF will grant to Agency, its successors and assigns, an easement (hereinafter called, the “Easement”) to enter upon and use that portion of BNSF’s right-of-way as is necessary to use and maintain the Structure, substantially in the form of Exhibit B attached to this Agreement. If Agency fails to pay BNSF within the thirty day time period set forth in the preceding sentence, BNSF may stop construction of the Project until full payment is received by BNSF. 2. BNSF will furnish all labor, materials, tools, and equipment for railroad work required for the construction of the Project, such railroad work and the estimated cost thereof being as shown on Exhibit D attached hereto and made a part hereof. In the event construction on the Project has not commenced within six (6) months following the Effective Date, BNSF may, in its sole and absolute discretion, revise the cost estimates set forth in said Exhibit D. In such event, the revised cost estimates will become a part of this Agreement as though originally set forth herein. Any item of work incidental to the items listed on Exhibit D not specifically mentioned therein may be included as a part of this Agreement upon written approval of Agency, which approval will not be unreasonably withheld. Construction of the Project must include the following railroad work by BNSF: (a) Procurement of materials, equipment and supplies necessary for the railroad work; (b) Preliminary engineering, design, and contract preparation; (c) Furnishing of flagging services during construction of the Project as required and set forth in further detail on Exhibit C; (d) Furnishing engineering and inspection as required in connection with the construction of the Project; (e) Providing a contract project coordinator, at Agency’s expense, to serve as a project manager for the Project; (f) Track, signal, and telecom work to accommodate the Agency’s demolition of the existing Lewis St Underpass; (g) If required, construction of a temporary pedestrian at-grade crossing and installation of automatic warning devices, at Agency’s expense. (h) If required, temporary and/or permanent relocation of materials currently located in a storage area on the eastern side of the project site, at Agency’s expense. 3. BNSF will do all railroad work set forth in Article II, Section 2 above on an actual cost basis, when BNSF, in its sole discretion, determines it is required by its labor agreements to perform such work with its own employees working under applicable collective bargaining agreements. 4. Agency agrees to reimburse BNSF for work of an emergency nature caused by Agency or Agency’s contractor in connection with the Project which BNSF deems is reasonably necessary for the immediate restoration of railroad operations, or for the protection of persons or BNSF property. Such work may be performed by BNSF without prior approval of Agency and Agency agrees to fully reimburse BNSF for all such emergency work. 5. BNSF may charge Agency for insurance expenses, including self-insurance expenses, when such expenses cover the cost of Employer's Liability (including, without limitation, liability under the Federal Employer's Liability Act) in connection with the construction of the Project. Such charges will be considered part of the actual cost of the Project, regardless of the nature or amount of ultimate liability for injury, loss or death to BNSF's employees, if any. 6. During the construction of the Project, BNSF will send Agency progressive invoices detailing the costs of the railroad work performed by BNSF under this Agreement. Agency must reimburse BNSF for completed force-account work within thirty (30) days of the date of the invoice for such work. Upon completion of the Project, BNSF will send Agency a detailed invoice of final costs, segregated as to labor and materials for each item in the recapitulation shown on Exhibit D. Pursuant to this section and Article IV, Section 7 herein, Agency must pay the final invoice within ninety (90) days of the date of the final invoice. BNSF will assess a finance charge of .033% per day (12% per annum) on any unpaid sums or other charges due under this Agreement which are past its credit terms. The finance charge continues to accrue daily until the date payment is received by BNSF, not the date payment is made or the date postmarked on the payment. Finance charges will be assessed on delinquent sums and other charges as of the end of the month and will be reduced by amounts in dispute and any unposted payments received by the month’s end. Finance charges will be noted on invoices sent to Agency under this section. ARTICLE III) AGENCY OBLIGATIONS In consideration of the covenants of BNSF set forth herein and the faithful performance thereof, Agency agrees as follows: 1. Agency must furnish to BNSF plans and specifications for the Project. Four sets of said plans (reduced size 11” x 17”), together with two copies of calculations, and two copies of specifications in English Units, must be submitted to BNSF for approval prior to commencement of any construction. BNSF will give Agency final written approval of the plans and specifications substantially in the form of Exhibit E, attached to this Agreement and made a part hereof. Upon BNSF’s final written approval of the plans and specifications, said plans and specifications will become part of this Agreement and are hereby incorporated herein. Any approval of the plans and specifications by BNSF shall in no way obligate BNSF in any manner with respect to the finished product design and/or construction. Any approval by BNSF shall mean only that the plans and specifications meet the subjective standards of BNSF, and such approval by BNSF shall not be deemed to mean that the plans and specifications or construction is structurally sound and appropriate or that such plans and specifications meet applicable regulations, laws, statutes or local ordinances and/or building codes. 2. Agency must make any required application and obtain all required permits and approvals for the construction of the Project. 3. Agency must provide for and maintain minimum vertical and horizontal clearances, as required in Exhibit C and as approved by BNSF as part of the plans and specifications for the Project. 4. Agency must acquire all rights-of-way necessary for the construction of the Project. 5. Agency must make any and all arrangements, in compliance with BNSF’s Utility Accommodation Manual (http://www.bnsf.com/communities/faqs/pdf/utility.pdf), for the installation or relocation of wire lines, pipe lines and other facilities owned by private persons, companies, corporations, political subdivisions or public utilities other than BNSF which may be necessary for the construction of the Project.. 6. Agency must construct the Project as shown on the attached Exhibit A and do all work (“Agency’s Work”) provided for in the plans and specifications for the Project, except railroad work that will be performed by BNSF hereunder. Agency must furnish all labor, materials, tools and equipment for the performance of Agency’s Work. The principal elements of Agency’s Work are as follows: (a) Construction of the Structure; (b) Demolition of the existing Lewis St Underpass a minimum of 6’ below existing ground line; (c) All necessary grading and paving, including backfill of excavations and restoration of disturbed vegetation on BNSF’s right-of-way; (d) Provide suitable drainage, both temporary and permanent; (e) Installation of a gate in the fence along the boundary of BNSF's right of way in order to provide BNSF with permanent access for maintenance purposes; (f) Provide appropriate pedestrian control during construction; (g) Installation and maintenance of an 8-ft. high fence and/or concrete combination (throw fence) on the outside barrier of the Structure; (h) Job site cleanup including removal of all construction materials, concrete debris, surplus soil, refuse, contaminated soils, asphalt debris, litter and other waste materials to the satisfaction of BNSF; 7. Agency must apply and maintain said D.O.T. Crossing number 977800L in a conspicuous location on the Structure. 8. Agency’s Work must be performed by Agency or Agency's contractor in a manner that will not endanger or interfere with the safe and timely operations of BNSF and its facilities. 9. For any future inspection or maintenance, either routine or otherwise, performed by subcontractors on behalf of the Agency, Agency shall require the subcontractors to comply with the provisions of the attached Exhibit C and execute the agreement attached hereto as Exhibit C-1. Prior to performing any future maintenance with its own personnel, Agency shall: comply with all of BNSF’s applicable safety rules and regulations; require any Agency employee performing maintenance to complete the safety training program at the BNSF’s Internet Website “www.BNSFContractor.com”; notify BNSF when, pursuant to the requirements of Exhibit C, a flagger is required to be present; procure, and have approved by BNSF’s Risk Management Department, Railroad Protective Liability insurance. 10. Agency must require its contractor(s) to notify BNSF's Roadmaster at least thirty (30) calendar days prior to requesting a BNSF flagman in accordance with the requirements of Exhibit C attached hereto. Additionally, Agency must require its contractor(s) to notify BNSF’s Manager of Public Projects thirty (30) calendar days prior to commencing work on BNSF property or near BNSF tracks. 11. Agency or its contractor(s) must submit four (4) copies of any plans (including two sets of calculations in English Units) for proposed shoring, falsework or cribbing to be used over, under, or adjacent to BNSF's tracks to BNSF's Manager of Public Projects for approval. The shoring, falsework or cribbing used by Agency’s contractor shall comply with the BNSF Requirements for construction of Grade Separation Projects set forth on Exhibit F and all applicable requirements promulgated by state and federal agencies, departments, commissions and other legislative bodies. If necessary, Agency must submit for approval two (2) copies of a professionally engineered demolition plan, as set forth in Exhibit F, with applicable calculations to BNSF’s Manager of Public Projects. The existing Lewis St Underpass will not be removed until BNSF approves Agency’s demolition plan in writing. 12. Agency must include the following provisions in any contract with its contractor(s) performing work on said Project: (a) The Provider is placed on notice that fiber optic, communication and other cable lines and systems (collectively, the “Lines”) owned by various telecommunications companies may be buried on BNSF’s property or right-of-way. The locations of these Lines have been included on the plans based on information from the telecommunications companies. The Provider will be responsible for contacting BNSF’s Engineering Representative – To Be Determined, BNSF’s Signal Representative – Joseph Walton and the telecommunications companies and notifying them of any work that may damage these Lines or facilities and/or interfere with their service. The Provider must also mark all Lines shown on the plans or marked in the field in order to verify their locations. The Provider must also use all reasonable methods when working in the BNSF right-of-way or on BNSF property to determine if any other Lines (fiber optic, cable, communication or otherwise) may exist. (b) The Provider will be responsible for the rearrangement of any facilities or Lines determined to interfere with the construction. The Provider must cooperate fully with any telecommunications company(ies) in performing such rearrangements. (c) Failure to mark or identify these Lines will be sufficient cause for BNSF’s engineering representative (To Be Determined) to stop construction at no cost to the Agency or BNSF until these items are completed. (d) In addition to the liability terms contained elsewhere in this Agreement, the Provider hereby indemnifies, defends and holds harmless BNSF for, from and against all cost, liability, and expense whatsoever (including, without limitation, attorney’s fees and court costs and expenses) arising out of or in any way contributed to by any act or omission of Provider, its subcontractors, agents and/or employees that cause or in any way or degree contribute to (1) any damage to or destruction of any Lines by Provider, and/or its subcontractors, agents and/or employees, on BNSF’s property or within BNSF’s right-of-way, (2) any injury to or death of any person employed by or on behalf of any telecommunications company, and/or its contractor, agents and/or employees, on BNSF’s property or within BNSF’s right-of-way, and/or (3) any claim or cause of action for alleged loss of profits or revenue by, or loss of service by a customer or user of such telecommunication company(ies). THE LIABILITY ASSUMED BY PROVIDER WILL APPLY ONLY TO THE EXTENT OF THE NEGLIGENCE OF PROVIDER, ITS AGENTS OR EMPLOYEES, AND WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DAMAGE, DESTRUCTION, INJURY, DEATH, CAUSE OF ACTION OR CLAIM WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE INTENTIONAL MISCONDUCT OR SOLE NEGLIGENCE OF BNSF. It is mutually negotiated between the parties that the indemnification obligation shall include all claims brought by Provider’s employees against BNSF, its agents, servants, employees or otherwise, and Provider expressly waives its immunity under the industrial insurance act (RCW Title 51) and assumes potential liability for all actions brought by its employees. 13. Agency must require compliance with the obligations set forth in this agreement, including Exhibit C and Exhibit C-1, and incorporate in each prime contract for construction of the Project, or the specifications therefor (i) the provisions set forth in Article III and IV; and (ii) the provisions set forth in Exhibit C, Exhibit C-1, and Exhibit F attached hereto and by reference made a part hereof. 14. Except as otherwise provided below in this Section 13, all construction work performed hereunder by Agency for the Project will be pursuant to a contract or contracts to be let by Agency, and all such contracts must include the following: (c) All work performed under such contract or contracts within the limits of BNSF's right- of-way must be performed in a good and workmanlike manner in accordance with plans and specifications approved by BNSF; (d) Changes or modifications during construction that affect safety or BNSF operations must be subject to BNSF's approval; (e) No work will be commenced within BNSF's right-of-way until each of the prime contractors employed in connection with said work must have (i) executed and delivered to BNSF an agreement in the form of Exhibit C-1, and (ii) delivered to and secured BNSF's approval of the required insurance; and (f) To facilitate scheduling for the Project, Agency shall have its contractor give BNSF’s representative four (4) weeks advance notice of the proposed times and dates for work windows. BNSF and Agency’s contractor will establish mutually agreeable work windows for the Project. BNSF has the right at any time to revise or change the work windows, due to train operations or service obligations. BNSF will not be responsible for any additional costs and expenses resulting from a change in work windows. Additional costs and expenses resulting from a change in work windows shall be accounted for in the contractor’s expenses for the Project. (g) The plans and specifications for the Project must be in compliance with the BNSF Requirements for construction of Grade Separation Projects set forth on Exhibit F, attached to this Agreement and incorporated herein. 15. Agency must advise the appropriate BNSF Manager of Public Projects, in writing, of the completion date of the Project within thirty (30) days after such completion date. Additionally, Agency must notify BNSF's Manager of Public Projects, in writing, of the date on which Agency and/or its Contractor will meet with BNSF for the purpose of making final inspection of the Project. 16. TO THE FULLEST EXTENT PERMITTED BY THE LAWS OF THE STATE OF WASHINGTON, AGENCY HEREBY RELEASES, INDEMNIFIES, DEFENDS AND HOLDS HARMLESS BNSF, ITS AFFILIATED COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS, LEGAL REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES AND AGENTS FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, FINES, PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION, SUITS, DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT COSTS AND ATTORNEYS’ FEES) OF ANY NATURE, KIND OR DESCRIPTION OF ANY PERSON (INCLUDING, WITHOUT LIMITATION, THE EMPLOYEES OF THE PARTIES HERETO) OR ENTITY DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM OR RELATED TO (IN WHOLE OR IN PART) (I) THE USE, OCCUPANCY OR PRESENCE OF AGENCY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES OR AGENTS IN, ON, OR ABOUT THE CONSTRUCTION SITE, (II) THE PERFORMANCE, OR FAILURE TO PERFORM BY THE AGENCY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, OR AGENTS, ITS WORK OR ANY OBLIGATION UNDER THIS AGREEMENT, (III) THE SOLE OR CONTRIBUTING ACTS OR OMISSIONS OF AGENCY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, OR AGENTS IN, ON, OR ABOUT THE CONSTRUCTION SITE, (IV) AGENCY’S BREACH OF THE TEMPORARY CONSTRUCTION LICENSE OR EASEMENT GRANTED TO AGENCY PURSUANT TO ARTICLE II OF THIS AGREEMENT, (V) ANY RIGHTS OR INTERESTS GRANTED TO AGENCY PURSUANT TO THE TEMPORARY CONSTRUCTION LICENSE OR EASEMENT DISCUSSED IN ARTICLE II OF THIS AGREEMENT, (VI) AGENCY’S OCCUPATION AND USE OF BNSF’S PROPERTY OR RIGHT- OF-WAY, INCLUDING, WITHOUT LIMITATION, SUBSEQUENT MAINTENANCE OF THE STRUCTURE BY AGENCY, OR (VII) AN ACT OR OMISSION OF AGENCY OR ITS OFFICERS, AGENTS, INVITEES, EMPLOYEES OR CONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE CONTROL OVER. THE LIABILITY ASSUMED BY AGENCY WILL APPLY ONLY TO THE EXTENT OF THE NEGLIGENCE OF AGENCY, ITS AGENTS OR EMPLOYEES, AND THIS WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DAMAGE, DESTRUCTION, INJURY OR DEATH WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE INTENTIONAL MISCONDUCT OR SOLE NEGLIGENCE OF BNSF. It is mutually negotiated between the parties that the indemnification obligation shall include all claims brought by Agency’s employees against BNSF, its agents, servants, employees or otherwise, and Agency expressly waives its immunity under the industrial insurance act (RCW Title 51) and assumes potential liability for all actions brought by its employees. 17. Agency must give BNSF’s Manager of Public Projects written notice to proceed (“Notice to Proceed”) with the railroad work after receipt of necessary funds for the Project. BNSF will not begin the railroad work (including, without limitation, procurement of supplies, equipment or materials) until written notice to proceed is received from Agency. ARTICLE IV) JOINT OBLIGATIONS IN CONSIDERATION of the premises, the parties hereto mutually agree to the following: 1. All work contemplated in this Agreement must be performed in a good and workmanlike manner and each portion must be promptly commenced by the party obligated hereunder to perform the same and thereafter diligently prosecuted to conclusion in its logical order and sequence. Furthermore, any changes or modifications during construction which affect BNSF will be subject to BNSF's written approval prior to the commencement of any such changes or modifications from the BNSF Engineering Contact. 2. The work hereunder must be done in accordance with the BNSF Requirements for construction of Grade Separation Projects set forth on Exhibit F and the detailed plans and specifications approved by BNSF. 3. Agency must require its contractor(s) to reasonably adhere to the Project's construction schedule for all Project work. The parties hereto mutually agree that BNSF's failure to complete the railroad work in accordance with the construction schedule due to inclement weather or unforeseen railroad emergencies will not constitute a breach of this Agreement by BNSF and will not subject BNSF to any liability. Regardless of the requirements of the construction schedule, BNSF reserves the right to reallocate the labor forces assigned to complete the railroad work in the event of an emergency to provide for the immediate restoration of railroad operations of either BNSF or its related railroads, or to protect persons or property on or near any BNSF owned property. BNSF will not be liable for any additional costs or expenses resulting from any such reallocation of its labor forces. The parties mutually agree that any reallocation of labor forces by BNSF pursuant to this provision and any direct or indirect consequences or costs resulting from any such reallocation will not constitute a breach of this Agreement by BNSF. 4. BNSF will have the right to stop construction work on the Project if any of the following events take place: (i) Agency (or any of its contractors) performs the Project work in a manner contrary to the plans and specifications approved by BNSF; (ii) Agency (or any of its contractors), in BNSF’s opinion, prosecutes the Project work in a manner that is hazardous to BNSF property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Agency fails to pay BNSF for the Temporary Construction License or the Easement pursuant to Article II, Section 1 of this Agreement. The work stoppage will continue until all necessary actions are taken by Agency or its contractor to rectify the situation to the satisfaction of BNSF’s Division Engineer or until proof of additional insurance has been delivered to and accepted by BNSF. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, BNSF may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of BNSF. BNSF’s right to stop the work is in addition to any other rights BNSF may have including, but not limited to, actions or suits for damages or lost profits. In the event that BNSF desires to stop construction work on the Project, BNSF agrees to immediately notify the following individual in writing: 5. Agency must supervise and inspect the operations of all Agency contractors to ensure compliance with the plans and specifications approved by BNSF, the terms of this Agreement and all safety requirements of BNSF . If BNSF determines that proper supervision and inspection are not being performed by Agency personnel at any time during construction of the Project, BNSF has the right to stop construction (within or adjacent to its operating right-of-way). Construction of the Project will not proceed until Agency corrects the situation to BNSF’s reasonable satisfaction. If BNSF feels the situation is not being corrected in an expeditious manner, BNSF will immediately notify for appropriate corrective action. 6. Intentionally left blank. 7. Pursuant to this section and Article II, Section 6 herein, Agency must reimburse BNSF in full for the actual costs of all work performed by BNSF under this Agreement (including taxes, such as applicable sales and use taxes, business and occupation taxes, and similar taxes). 8. All expenses detailed in statements sent to Agency pursuant to Article II, Section 6 herein will comply with the terms and provisions of the Title 23 U.S. Code, Title 23 Code of Federal Regulations, and the Federal-Aid Policy Guide, U.S. Department of Transportation, as amended from time to time, which manual is hereby incorporated into and made a part of this Agreement by reference. The parties mutually agree that BNSF's preliminary engineering, design, and contract preparation costs described in Article II, Section 2 herein are part of the costs of the Project even though such work may have preceded the date of this Agreement. 9. The parties mutually agree that neither construction activities for the Project, nor future maintenance of the Structure once completed, will be permitted during the fourth quarter of each calendar year, unless authorized in writing by BNSF. Emergency work will be permitted only upon prior notification to BNSF's Network Operations Center (telephone number: 800 832-5452). The parties hereto mutually understand and agree that trains cannot be subjected to delay during this time period. 10. Subject to the restrictions imposed by Article IV, Section 9 above, the construction of the Project will not commence until Agency gives BNSF's Manager of Public Projects thirty (30) days prior written notice of such commencement. The commencement notice will reference D.O.T. Crossing No. 977800L and must state the time that construction activities will begin. 11. In addition to the terms and conditions set forth elsewhere in this Agreement, including, but not limited to, the terms and conditions stated in Exhibit F, BNSF and Agency agree to the following terms upon completion of construction of the Project: (a) Agency will own and maintain, at its sole cost and expense, the Structure, the highway approaches, and appurtenances thereto, lighting, drainage and any access roadways to BNSF gates installed pursuant to this Agreement. BNSF may, at its option, perform maintenance on the Structure in order to avoid conflicts with train operations. BNSF will notify Agency prior to performing any such maintenance on the Structure. In the event such maintenance involves emergency repairs, BNSF will notify Agency at its earliest opportunity. Agency must fully reimburse BNSF for the costs of maintenance performed by BNSF pursuant to this subsection (b) Agency and BNSF shall perform the necessary work to obtain the demolition and permanent closure of Lewis St Underpass. Such closure shall be completed by the 400th working day of the construction contract. If the closure and demolition of the Lewis St Underpass is not completed within 6 months of overpass substantial completion, BNSF may complete the demolition and permanent closure at Agency expense. (b) Agency must, at Agency’s sole cost and expense, keep the Structure painted and free from graffiti. (c) Agency must provide BNSF with any and all necessary permits and maintain roadway traffic controls, at no cost to BNSF, whenever requested by BNSF to allow BNSF to inspect the Structure or to make emergency repairs thereto. (d) It is expressly understood by Agency and BNSF that any right to install utilities will be governed by a separate permit or license agreement between the parties hereto. (e) Agency must keep the Structure and surrounding areas clean and free from birds, pigeons, scavengers, vermin, creatures and other animals. (f) If Agency (including its contractors and agents) or BNSF, on behalf of Agency, performs (i) alterations or modifications to the Structure, or (ii) any maintenance or other work on the Structure with heavy tools, equipment or machinery at ground surface level horizontally within 25’-0” of the centerline of the nearest track, or (iii) any maintenance or other work outside the limits of the deck of the Structure vertically above the top of the rail, then Agency or its contractors and/or agents must procure and maintain the following insurance coverage, which may be changed from time to time: Railroad Protective Liability insurance naming only BNSF as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The policy shall be issued on a standard ISO form CG 00 35 12 04 and include the following: • Endorsed to include the Pollution Exclusion Amendment • Endorsed to include the Limited Seepage and Pollution Endorsement. • Endorsed to remove any exclusion for punitive damages. • Endorsed to include Evacuation Expense Coverage Endorsement. • No other endorsements restricting coverage may be added. • The original policy must be provided to BNSF prior to performing any work or services under this Agreement • Definition of “Physical Damage to Property” shall be endorsed to read: “means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured’ care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations. As used in this paragraph, “BNSF” means “Burlington Northern Santa Fe, LLC”, “BNSF RAILWAY COMPANY” and the subsidiaries, successors, assigns and affiliates of each. In lieu of providing a Railroad Protective Liability Policy, Agency may participate in BNSF’s Blanket Railroad Protective Liability Insurance Policy if available to Agency or its contractors. The limits of coverage are the same as above. 12. Agency hereby grants to BNSF, at no cost or expense to BNSF, a permanent right of access from Agency property to BNSF tracks for maintenance purposes. 13. Agency must provide one set of as built plans (prepared in English Units) to BNSF, as well as one set of computer diskettes containing as built CAD drawings of the Structure and identifying the software used for the CAD drawings. The "as built plans" must comply with the BNSF Requirements for construction of Grade Separation Projects set forth on Exhibit F and depict all information in BNSF engineering stationing and mile post pluses. The "as built plans" must also include plan and profile, structural bridge drawings and specifications, and drainage plans. All improvements and facilities must be shown. 14. Subject to the restrictions imposed by Article IV, Section 9 above and in accordance with the requirements of Article II, Section 9 above, Agency must notify and obtain prior authorization from BNSF's Manager of Public Projects before entering BNSF's right-of-way for INSPECTION OR MAINTENANCE purposes, and the BNSF Manager of Public Projects will determine if flagging is required. If the construction work hereunder is contracted, Agency must require its prime contractor(s) to comply with the obligations set forth in Exhibit C and Exhibit C-1, as the same may be revised from time to time. Agency will be responsible for its contractor(s) compliance with such obligations. 15. In the event that BNSF shall deem it necessary or desirable in the future, in the performance of its duty as a common carrier, to raise or lower the grade or change the alignment of its tracks or to lay additional track or tracks or to build other facilities in connection with the operation of its railroad, BNSF shall, at its expense, have full right to make such changes or additions, provided such changes or additions do not change or alter the Structure herein proposed to be constructed and provided further, however, that should it become necessary or desirable in the future to change, alter, widen or reconstruct the Structure to accommodate railroad projects, the cost of such work, including any cost incidental to alteration of railroad or highway facilities made necessary by the alteration of the Structure shall be the sole responsibility of BNSF. 16. Agency may, at Agency’s sole expense, alter or reconstruct the highway components of the Structure if necessary or desirable, due to traffic conditions or pedestrian or other recreational traffic, provided, however, that any such alteration or reconstruction must receive BNSF’s prior written approval as evidenced by either a supplement to this Agreement, or execution of a new agreement that provides for the termination of this Agreement. Furthermore, any alteration or reconstruction of the highway components of the Structure will be covered by a Commission Order. 17. Any books, papers, records and accounts of the parties hereto relating to the work hereunder or the costs or expenses for labor and material connected with the construction will at all reasonable times be open to inspection and audit by the agents and authorized representatives of the parties hereto, as well as the State of Washington and the Federal Highway Administration, for a period of one (1) year from the date of the final BNSF invoice under this Agreement. 18. The covenants and provisions of this Agreement are binding upon and inure to the benefit of the successors and assigns of the parties hereto. Notwithstanding the preceding sentence, neither party hereto may assign any of its rights or obligations hereunder without the prior written consent of the other party. 19. In the event construction of the Project does not commence within 24 months of the Effective Date, this Agreement will become null and void. 20. Neither termination nor expiration of this Agreement will release either party from any liability or obligation under this Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration. 21. To the maximum extent possible, each provision of this Agreement will be interpreted in such a manner as to be effective and valid under applicable law. If any provision of this Agreement is prohibited by, or held to be invalid under, applicable law, such provision will be ineffective solely to the extent of such prohibition or invalidity and the remainder of the provision will be enforceable. 22. This Agreement (including exhibits and other documents, manuals, etc. incorporated herein) is the full and complete agreement between BNSF and Agency with respect to the subject matter herein and supersedes any and all other prior agreements between the parties hereto. 23. Any notice provided for herein or concerning this Agreement must be in writing and will be deemed sufficiently given when sent by certified mail, return receipt requested, to the parties at the following addresses: BNSF Railway Company: BNSF's Manager of Public Projects 2454 Occidental Ave S, Suite 1A Seattle, WA 98134 Agency: City of Pasco CIP Manager 525 N. 3rd Avenue Pasco, WA 99301 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed and attested by its duly qualified and authorized officials as of the day and year first above written. BNSF RAILWAY COMPANY By: Printed Name: Title: AGENCY CITY OF PASCO _______________ By: Printed Name: Title: _____________________ Exhibit A [Insert drawing of the Project and/or Structure] 44 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 10410515 16 17 18 19 14 13 12 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD CITY OF PASCO, WASHINGTON SCALE: NONE COVER SHEETLEWIS ST.COVER GENERAL NOTES: LEWIS ST. CLARK ST. COLUMBIA ST. 3 RD AVE. 2 ND AVE. 1 ST AVE.OREGON AVE.N. MAI N AVE.TACOMA AVE. OF NO.BYAPR.DATE(509) 545-3444REVISIONCITY OF PASCODESCRIPTIONPUBLIC WORKS - ENGINEERINGCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSLEWIS ST. OVERPASS OTHER J-U-B COMPANIES GROUP LANGDON THE INC. MAPPING GATEWAY www.jub.comw 509 736 0790 f 509 783 2144 p 2810 West Clearwater Avenue, Suite 201, Kennewick, WA 99336 J-U-B ENGINEERS, INC. AT EDOCS.JUB.COM. SUBJECT TO THE PROVISIONS OF J-U-B's "ELECTRONIC DOCUMENT/DATA LIMITED LICENSE" FOUND IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DOCUMENTS ARE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF. ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO, THE USER'S RELEASES AND SHALL DEFEND, INDEMNIFY AND HOLD J-U-B AND ITS AGENTS HARMLESS FROM SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT, TORT OR OTHERWISE. THE USER HEREBY THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS , OR ANY PART THEREOF, WHETHER J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY IDENTIFIED AS INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING DTM FOR OR ANY PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE THEREOF, TO OTHERS WITHOUT THE WRITTEN CONSENT OF J-U-B, OR (II) USE THE DOCUMENTS, OF J-U-B TO THE USER. THE USER SHALL NOT (I) DISSEMINATE THE DOCUMENTS, OR ANY PART THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE CONDITIONS IN THIS NOTICE AND DISCLAIMER. ("J-U-B") AND BY USING THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND THE PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J-U-B ENGINEERS, INC. NOTICE AND DISCLAIMER PROJECT LOCATION PROJECT NO. 30-18-020 N AND THE C.O.P. AND APWA, THE MOST CURRENT VERSION OF THE MUTCD ADOPTED BY WSDOT AMENDMENTS TO THESE SPECIFICATIONS AS PREPARED/ADOPTED BY WSDOT FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE MOST CURRENT IN ACCORDANCE WITH THE 2020 STANDARD SPECIFICATIONS AND STANDARD PLANS 3. ALL CONSTRUCTION AND MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE CENTER, CONTACT THAT UTILITY TO ARRANGE THE FIELD LOCATE. IF THE UTILITY IS NOT A SUBSCRIBER TO THE UNDERGROUND UTILITY LOCATION IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. UTILITIES. DO NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES UTILITY LOCATIONS 48 HOURS BEFORE CONSTRUCTION IN THE VICINITY OF KNOWN 2. CALL THE UNDERGROUND UTILITIES LOCATION CENTER 1-800-424-5555 FOR FIELD WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROVALS BY: DATE: DATE: PUBLIC WORKS DIRECTOR STEVE WORLEY CITY ENGINEER DAN FORD INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : LAST UPDATED: \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_COP_COVER.dgnmwilkinson11/12/201911:11:36 AM11/12/2019 JUB PROJ. # : 30-18-020 DRAWN BY: MMW DESIGN BY: BEH CHECKED BY: RHDS. MAI N AVE.BNSF RAI LWAY30-18-020_PS_COP_COVER.dgn FED AID #:STPUS-HLP-3530(006) OCTOBER 2019 AD-READY SUBMITTAL PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRHD BEH MMW 30-18-020 L-1 LEGENDKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_Legend.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_Legend.dgnmwilkinson11/12/201911:11:39 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: ABOVE GROUND POWER BURIED TELEPHONE CABLE BURIED POWER STORM SEWER SEW WALL CHAIN LINK FENCE PROPOSEDEXISTING LEGEND AB ABABANDONED SEWER MAIN WATER MAIN SEWER MAIN EASEMENT LINE RIGHT OF WAY EDGE OF PAVEMENT CONC CURB AND GUTTER SIDEWALK CONTOUR LINES 380380 PLASTIC CROSSWALK LINES PLASTIC LANE LINE (WHITE) PLASTIC EDGE LINE (YELLOW) PLASTIC WIDE LANE LINE (WHITE) (YELLOW) PLASTIC DOUBLE CENTER LINE PLASTIC STOP LINE PLASTIC WIDE DOTTED LANE LINE REMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. SIDEWALK REMOVING ASPHALT CONC. PAVEMENT C P TR P SS BURIED CABLE BOX POWER POLE TELEPHONE RISER UTILITY VAULT WATER METER SANITARY SEWER MANHOLE G W IRR W IRRIGATION VALVE STORM SEWER MANHOLE GAS TANK ATCH BASINC IRRIGATION CONTROLER FIRE HYDRANT TRAFFIC SIGNAL UNDERGROUND POWER VAULT SS JUNCTION BOX TTRANSFORMER CABINET ELECTRICAL SERVICE CABINET CONTROLLER CABINET PROPOSEDEXISTING LEGEND # # PLASTIC TRAFFIC ARROW TYPE 3SR PLASTIC TRAFFIC ARROW TYPE 2SL PLASTIC TRAFFIC ARROW TYPE 2SR PLASTIC TRAFFIC ARROW TYPE 1S SIGN INSTALLATION NOTE X (DRX-XX) DRAINAGE STRUCTURE NOTE W WWATER VALVE UNDERGROUND WATER VAULT WATER LINE REDUCER WATER LINE THRUST BLOCK WATER LINE CAP ASPHALT CONCRETE BRIDGE NOTE (QTRDX-XX) QUANTITY TABULATION P AB ABANDONED WATER MAIN ABANDONED STORM SEWER HIGH VISIBILITY SILT FENCE ABBREVIATIONS ABBREVIATIONS APPROX. BFV CDF COP DI DIA. OR Ø OR DIAM. D.I.P. EL OF ELEV EX. OR EXIST. FCA INV MIN FG FH FL OR FLG GV LF MH PVC RED SSMH STL THK W/L MJ RJ STD OR STND WT W/ ELEVATION TERM APPROXIMATELY BUTTERFLY VALVE CONTROLLED DENSITY FILL CITY OF PASCO DUCTILE IRON DIAMETER DUCTILE IRON PIPE EXISTING FLANGE COUPLING ADAPTER FINISHED GRADE FIRE HYDRANT FLANGE GATE VALVE INVERT LINEAL FEET MANHOLE MINIMUM MECHANICAL JOINT POLYVINYL-CHLORIDE REDUCER RESTRAINED JOINT(S) SANITARY SEWER MANHOLE STANDARD STEEL THICK WATER MAIN (POTABLE) WEIGHT WITH DRAWINGDWG RESTRAINED FLANGE COUPLING ADAPTERRFCA REQMTS REQUIREMENTS PEDESTRIAN GUARDRAIL PLASTIC BICYCLE SYMBOL CF CUBIC FEET I.E.INVERT ELEVATION SF SQUARE FEET SPECIFICATIONSPEC. SHT SHEET W.S.E.WATER SURFACE ELEVATION IRRIRRIGATION BOX CLR CLEAR CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSROADWAY TYPICAL SECTIONSRS-3 MMW 30-18-020 TYPICAL SECTION - LEWIS STREET OVERPASS BRIDGE 1'1'1' -2%-2% ` SIDEWALK 8' BIKE 6' LANE 11' LANE 11' BIKE 6' SIDEWALK 10' BEH RHD Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_RS.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RS.dgnmwilkinson11/12/201911:11:41 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: 1' 1'1'1' ` SIDEWALK 8' BIKE 6' LANE 11' LANE 11' BIKE 6' SIDEWALK 10' 1' TYPICAL SECTION - 1ST AVE. BRIDGE SEE BRIDGE PLANS (BG SERIES) L 19+01.53 TO L 24+63.24 SEE BRIDGE PLANS (BG SERIES) L 14+38.01 TO L 15+07.01 -2%-2% PIVOT POINT PIVOT POINT PROFILE GRADE LINE PROFILE GRADE LINE DECORATIVE FENCE DECORATIVE FENCE 1'1' ` BIKE 5' LANE 11' LANE 11' BIKE 5' SIDEWALK 10' 1' -2%-2% PIVOT POINT PROFILE GRADE LINE LANE 11' REMOVED BARRIER FUTURE 3-LANE BRIDGE SECTION FOR INFORMATIONAL PURPOSES ONLY 1ST AVE BRIDGE AND RAILROAD OVERPASS 1' 1' PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD STM WSS PW W I RRI RRW10" CON C(N):362.04RIM: 375.29SDM H 10326" CONC(SW ): 365.108" CONC(E): 364.20RIM: 366.75SDM H 11058" CON C(S): 367.778" CONC(E): 367.72RIM: 376.82SSM H 104810" CONC(SE): 354.596" CONC(S): 359.348" CON C(W ): 357.69RIM: 360.99SD M H 110610" PVC( DN ): 373.428" CONC(W ): 368.376" M ETAL(NE): 368.92RIM: 379.27SDM H 10498" CONC(S):361.138" CONC(W ):361.148" CONC( N ):361.14RIM: 377.79SSM H 1070P P PRIM: 376.83SDM H 1029RIM: 360.80SD M H3DRYW ELLRIM: 360.69CB 1108D RY W ELLRIM: 360.69CB 1107PG8" CONC(S):361.138" CONC(W ):361.148" CONC( N ):361.14RIM: 377.79SSM H 1070SSAB AB ABABABABABAB AB AB AB AB AB AB AB AB ABABABABABABABAB ABABAB AB AB AB AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABA B AB AB AB AB AB AB AB AB AB AB ABABABABABABAB20 21 22151617 1817 18 19 20 21 22 17 18 19 BNSF RAILWAY LEWIS ST. N70°09'11"E MAIN 1MAIN 2MAIN 3L-LINE EL-LINE (EXISTING) LEWIS STREET N70°09'11"E T PI 16+30.18 L PI 19+38.88 = FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSSP-3 30-18-020 BEGIN CONSTRUCTION T P.O.T. 14+25.00 TACOMA AVE. 18+25.00 MATCH LINE SEE SHEET SP-6 MMW SCALE IN FEET 0 20 40N NOTES: 1. SEE SHEET SP-1 FOR LEGEND AND GENERAL NOTES. 16 17 11 10 22 261011 21 PREPARATION CEMENT CONCRETE PAVEMENT APPROACH RETAINING WALLS AND FOR DETAILS ON REMOVING UNDERPASS SEE UNDERPASS PREPARATION PLANS 2 PREPARATION PLANS SEE UNDERPASS 15 3 25 19241489 13 5 4 18 7 6 23 20 1 29 BEH RHD SITE PREPARATION PLANKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_SP.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_SP.dgnmwilkinson11/12/201911:12:08 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: BRIDGE TACOMA AVENUE." SEE SPECIAL PROVISION "REMOVING EXISTING REMOVE TACOMA AVE AND PEDESTRIAN BRIDGES 27 28 LINES OWNED/OPERATED BY B.N.S.F.) OH POWER (MAY BE COMMUNICATION FIELD SURVEY SHOWS AS DRAIN LINE ABANDON STORM PER COP TO LIFT STATION BURIED POWER PER COP PIPE TERMINATES NOT KNOWN WHERE PER COP LEAD JOINT NOT IN CASING BRIDGE LEWIS STREET UNDERPASS." "REMOVING PORTION OF EXISTING SEE SPECIAL PROVISIONLEWIS ST. 16+75.00MATCH LINE SEE SHEET SP-2EXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET SP-2(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET SP-4LEWIS ST. 22+20.00MATCH LINE SEE SHEET SP-4S19°55"09"ETACOMA AVE.T-LINET PI 17+60.18 L2 PI 12+25.79 = EL PI 19+25.79 = L2-LINE PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD IRR W IRR W IRR IRR W W IRR IRRSS TO P OF PI PE: 375.92RIM: 378.12W M H 17388" CONC(E): 372.158" CONC(S): 372.058" CONC( N ): 372.23RIM: 378.45SSM H 1069PPPD RY W ELLRIM: 368.60SDCB DRYW ELLRIM: 368.60SD CB RIM: 368.04SD M HABAB AB AB ABABABABABABABABABABAB AB AB AB AB AB AB ABABABABAB AB AB AB AB AB AB AB 23 24 25 26 27 23 24 25 26 27BNSF RAILWAY LEWIS ST. L-LINE YARD TRACK 1YARD TRACK 2YARD TRACK 3EL-LINE (EXISTING) LEWIS STREET N70°09'11"E FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSSP-4 MMW 30-18-020 CLARK STREET SCALE IN FEET 0 20 40N LEWIS ST. 27+80.00MATCH LINE SEE SHEET SP-5NOTES: 1. SEE SHEET SP-1 FOR LEGEND AND GENERAL NOTES. 12 PREPARATION CEMENT CONCRETE PAVEMENT APPROACH RETAINING WALLS AND FOR DETAILS ON REMOVING UNDERPASS SEE UNDERPASS PREPARATION PLANS 2 7 4 PREPARATION PLANS SEE UNDERPASS 17 9 10 5 16 13 18 15 14 6 11 3 1 HYDRANT PROTECT FIRE RETAIN AND 8 21 BEH RHD(EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET SP-5MATCH LINE SEE SHEET SP-5SITE PREPARATION PLANKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_SP.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_SP.dgnmwilkinson11/12/201911:12:10 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: PER COP LEAD JOINT NOT IN CASING VAULT PER COP 8" WATER METER WATER MAIN 8" RAILROAD BRIDGE LEWIS STREE UNDREPASS." "REMOVING PORTION OF EXISTING SEE SPECIAL PROVISION(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET SP-3LEWIS ST. 22+20.00MATCH LINE SEE SHEET SP-3SSSS21" CON C(E) 370.9221" CON C(N): 370.92RIM: 378.12SSM H 1800 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD PSTM WSS PW W WPIRRIRR W LO CK ED P P PP PPPPPSSSS112037037 PARCEL # 112037028 PARCEL # 112037019 PARCEL # 112036207 PARCEL #112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL # 112036207 PARCEL #PPPW GABABAB AB AB ABABABABABABAB AB AB AB AB AB AB AB AB AB AB AB ABABABABABAB AB AB ABABABAB ABABAB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB AB ABABABABABABABAB AB AB AB AB AB 16 17 18 19 20 21 22 23 241314151617 1816 17 18 19 20 21 22 23 24 16 17 18 19 W W 19202121 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSFRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.NSCALE IN FEET 0 30 60TACOMA AVE.T-LINEEXISTING CLARK ST. EC-LINE EXISTING LEWIS ST. EL-LINE ON RAMP LO-LINE LEWIS ST. LEWIS ST. L-LINELEWIS ST. 16+00.00MATCH LINE SEE SHEET EC-1LEWIS ST. 24+50.00MATCH LINE SEE SHEET EC-3TEMPORARY EROSION & SEDIMENT CONTROL PLANS15 2 6 18 7 10 1 EC-2 RHD BEH MMW 30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_EC.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_EC.dgnmwilkinson11/12/201911:12:28 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: 11 4 9 5 8 13 14 19 T 18+50.00 MATCH LINE SEE THIS SHEET T 18+50.00 MATCH LINE SEE THIS SHEET 16 17 CCIRR W CW SS IRR CCSSCCCPSSCW CW W CCW IR RCCW IR RW W IRR IR RSSIRR PPPPPP PPP112083111 PARCEL # 112083111 PARCEL # 112083111 PARCEL # 112083102 PARCEL # 112083095 PARCEL # 112083111 PARCEL # 112083086 PARCEL # 112083077 PARCEL # 112083068 PARCEL # 112083059 PARCEL # 112081435 PARCEL # 112081239 PARCEL # 112081248 PARCEL # 112081248 PARCEL # 112081248 PARCEL # 112081248 PARCEL # 112081211 PARCEL # 112081202 PARCEL # 112081257 PARCEL # 112084012 PARCEL # 112084021 PARCEL # 112084030 PARCEL # 112082194 PARCEL #ABAB ABABABABABABAB ABABABABABABABAB AB ABABABAB AB AB AB AB AB AB AB AB AB AB ABABABABABABAB AB ABABAB AB AB ABAB24 25 26 27 28 29 301112132425 26 27282930 31 32 380 380380W W W W W 378382383383 384 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSMAIN AVE.M-LINEFRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.NSCALE IN FEET 0 30 60 EXISTING LEWIS ST. EL-LINE LEW I S ST.L-LI NELEWIS ST. 24+50.00MATCH LINE SEE SHEET EC-2LEWIS ST. 32+00.00MATCH LINE SEE SHEET EC-4TEMPORARY EROSION & SEDIMENT CONTROL PLANSW=20' L=50' 2 9 16 18 13 12 10 3 17 EC-3 RHD BEH MMW 30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_EC.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_EC.dgnmwilkinson11/12/201911:12:29 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: 6 15 14 11 19 4 1 5 7 8 20 21 22151617 1817 18 19 20 21 22 17 18 19 W W STM WSS PW W I RRI RRW P P PPGSSAB AB ABABABABABAB AB AB AB AB AB AB AB AB ABABABABABABABAB ABABAB AB AB AB AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABA B AB AB AB AB AB AB AB AB AB AB ABABABABABABAB502 501 500300301302 BNSF RAILWAY TRACK LOCATIONS POSSIBLE FUTURE LEWIS ST. N70°09'11"E TACOMA AVE.T-LINELEWIS ST. 22+20.00MATCH LINE SEE SHEET RD-4FUTURE TRACK 2MAIN 1FUTURE TRACK 4FUTURE TRACK 5FUTURE TRACK 3MAIN 2MAIN 3R=30' (TYP) L-LINE EL-LINE (EXISTING) LEWIS STREET N70°09'11"E T PI 16+30.18 L PI 19+38.88 = FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRD-3 30-18-020S19°55"09"EEXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET RD-2LEWIS ST. 16+75.00MATCH LINE SEE SHEET RD-2BEGIN CONSTRUCTION T P.O.T. 14+25.00 TACOMA AVE. 18+25.00 MATCH LINE SEE SHEET RD-6 MMW20+41.45PIER 121+60.45PIER 2SCALE IN FEET 0 20 40N 3 6 5 FUTURE TRACK 11 2 9 8 7 (EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET RD-4ROADWAY & DRAINAGE PLANSBEH RHD DETAILS THROUGH EXISTING UNDERPASS (UP-1 - UP-3) FOR WATER MAIN CONSTRUCTION SEE UNDERPASS PREPARATION PLANS Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_RD.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RD.dgnmwilkinson11/12/201911:13:34 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: 3 5 7 8 9 6 4 2 1 11 10 27 RD-2 25 RD-2 L LINE - RT LIP T PI 17+60.18 L2 PI 19+25.79 = EL PI 19+25.79 = L2-LINE PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD 23 24 25 26 27 23 24 25 26 27W W W 382W W W W SSPPPABAB AB AB ABABABABABABABABABABAB AB AB AB AB AB AB ABABABABAB AB AB AB AB AB AB AB AB AB BNSF RAILWAY LEWIS ST. N70°09'11"E L-LINE LEWIS ST. 22+20.00MATCH LINE SEE SHEET RD-3LEWIS ST. 27+80.00MATCH LINE SEE SHEET RD-5YARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9EL-LINE (EXISTING) LEWIS STREET N70°09'11"E L PC 24+76.33 FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRD-4 MMW 30-18-020 CLARK STREET 23+27.45PIER 3SCALE IN FEET 0 20 40N 1 2 (EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET RD-3(EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET RD-5MATCH LINE SEE SHEET RD-5ROADWAY & DRAINAGE PLANSBEH RHD DETAILS THROUGH EXISTING UNDERPASS (UP-1 - UP-3) FOR WATER MAIN CONSTRUCTION SEE UNDERPASS PREPARATION PLANS Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_RD.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RD.dgnmwilkinson11/12/201911:13:40 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: 1 2 3 5 4 6 7 8 9 10 8 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO ODSSSS CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-0 MMW 30-18-020 MAM, AJF MAMNSCALE IN FEET 0 75 150 ID TASK DESCRIPTION PREDECESSORS DATE CONSTRAINTS TIME CONSTRAINT INSTALL 10" W/L AND CASING ALLEY D SHUT DOWN W/L ALLEY D INSTALL TEMPORARY CONNECTION ALLEY D CONNECT TO 10" W/L L 17+80, 53' LT COMMISSION W/L ALLEY D ABANDON AND FILL EXIST. 10" W/L ALLEY D CONSTRUCT EMBANKMENT AND WALLS AT ALLEY D INSTALL 6" W/L AND 12" W/L AT LEWIS AND MAIN SHUT DOWN W/L AT LEWIS AND MAIN CONNECT TO 12" W/L L 30+26 CONNECT TO 6" W/L EL 28+55 CONNECT TO 6" W/L EL 29+19 COMMISSION W/L AT LEWIS AND MAIN INSTALL 12" W/L AND CASING ALLEY E INSTALL 12" W/L ALLEY F SHUT DOWN W/L ALLEY E AND MAIN INSTALL TEMPORARY CONNECTION ALLEY E CONNECT TO 6" W/L ALLEY E A B C D E F G H J K L M N P Q R S T B A B C, D B F H J J J K, L, M P, Q R R RU V CONNECT TO 12" W/L ALLEY F AND MAIN COMMISSION W/L ALLEY E AND F S, T, U W/ IN 8 HRS OF R W/ IN 8 HRS OF J W/ IN 8 HRS OF B ID TASK DESCRIPTION PREDECESSORS DATE CONSTRAINTS TIME CONSTRAINT R R AA CONNECT TO 12" W/L 1ST AVE DD DD DD DD DD W X Y Z AA BB CC DD EE FF GG HH JJ KK ABANDON AND FILL EXIST. 6" W/L ALLEY E ABANDON AND FILL EXIST. 12" W/L AT LEWIS AND MAIN CONSTRUCT EMBANKMENT AND WALLS FROM L 26+00 TO L 30+00 CONSTRUCTION OF MAJORITY OF PROJECT EXIST. LEWIS ST UNDERPASS CLOSED TO TRAFFIC INSTALL 12" AND 16" W/L EL LINE INSTALL WATER SERVICE TO RAILROAD SHUT DOWN W/L FROM 1ST AVE TO ALLEY E ABANDON TEMPORARY CONNECTION ALLEY D AND CONNECT TO 10" W/L CONNECT TO 10" W/L EL 17+70 REMOVE EXIST. RAILROAD METER AND CONNECT NEW SERVICE ABANDON TEMPORARY CONNECTION ALLEY E AND CONNECT TO 12" W/L COMMISSION 12" AND 16" W/L EL LINE BB, CC W,X NOV. 1 TO MAR. 1 W/ IN 1 DAY OF DD WATER MAIN CONSTRUCTION TIMINGD 10" W/L 17+80, 53' LT ALLEY D(EXISTING) LEWIS STREET EL-LINE LEWIS STREET L-LINE BNSF RAILWAY CLARK ST.ALLEY EALLEY F TABLE 1. WATER MAIN CRITICAL CONSTRUCTION TIMING CONSTRAINTS TABLE 1. WATER MAIN CRITICAL CONSTRUCTION TIMING CONSTRAINTS (CONT.) DD LL ABANDON EXIST. 12" W/L RR CROSSING LL EE, FF, GG, HH, JJ, KK DISCONNECT 12" W/L EL 14+80, 20' RT R T 6" W/L ALLEY E RR CROSSING EXIST. 12" W/L Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_WS.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:13:56 AM11/12/2019 STPUS-HLP-3530(006)FED AID #:1ST AVE.TACOMA AVE.MAIN AVE.WS-2 WS-3 WS-4 WS-5 ABAB AB ABAB AB AB AB AB AB ABAB AB AB AB ABABABABABABABABAB AB WS-1 WS-6 DD EE 12" W/L 1ST AVE MM V EL 14+80, 20' RT DD FF 12" W/L DD HH 10" W/L EL 17+70 MM WALLS AT ALLEY D EMBANKMENT AND G CONNECTION ALLEY D DD GG TEMPORARY AA EXIST. LEWIS ST UNDERPASS RAILROAD METER JJ EXIST. ALLEY E R W EXIST. 6" W/L AND CASING ALLEY E P V DD 12" W/L CONNECTION ALLEY E DD KK TEMPORARY FROM L 26+00 TO L 30+00 Y EMBANKMENT AND WALLS J L 6" W/L EL 28+55 ALLEY F Q V 12" W/L F AND MAIN R U 12" W/L ALLEY LEWIS AND MAIN X EXIST. 12" W/L AT J M 6" W/L EL 29+19 J K 12" W/L L 30+26 AT LEWIS AND MAIN H N 6" W/L AND 12" W/L AND CASING ALLEY D E DD 10" W/L A C BB LL 12" AND 16" W/L EL-LINE TO RAILROAD CC JJ WATER SERVICE S ALLEY D B F EXIST. 10" W/L 1. 2. 3. CONNECTIONS TO EXISTING MAINS SEE SPECIAL PROVISION 7-09.3 FOR SUBMITTAL REQUIREMENTS OF SCHEDULE FOR SEE SHEETS PH-1 AND PH-2 FOR OVERALL PROJECT PHASING. DESCRIPTIONS ARE NOT ALL INCLUSIVE AND LOCATIONS ARE APPROXIMATE ON THIS SHEET. REFER TO OTHER PLAN SHEETS FOR ADDITIONAL INFORMATION FOR WORK SHOWN ON THIS SHEET. TASK COLUMNS. CONSTRAINTS ON THE TIMING OF EACH TASK IS REPRESENTED BY THE PREDECESSOR AND CONSTRAINTS THE ORDER OF THE TASKS LISTED DOES NOT REPRESENT A REQUIRED SEQUENCE OF CONSTRUCTION. THE COORDINATION WITH OTHER CONSTRUCTION TASKS IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS TABLE SHOWS ONLY CRITICAL CONSTRAINTS RELATED TO CONSTRUCTION OF THE WATER MAINS. 5. 4. NOTES: W W W W W W W W 14 16 18 20 22 24 26 2830 32141618202224262830 REL LIM NALA SUCR AMPROFE S SI ONAL ENGINEER52674 CONSTRUCTIONPRELIMINARYNOT FORPLANSSTM W W W W W 17 18 19 20 21 22 17 18 19 W W STM WSS PW W I RRI RRW P P PPGSSAB AB ABABABABAB AB AB AB AB AB AB AB AB ABABABABABABABAB ABABAB AB AB AB AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABA B AB AB AB AB AB AB AB AB AB AB ABABABABABABABBNSF RAILWAYT-LINEFUTURE TRACK 1FUTURE TRACK 2MAIN 1FUTURE TRACK 4FUTURE TRACK 5FUTURE TRACK 3MAIN 2FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-3 30-18-020 MAM, AJF MMW SCALE IN FEET 0 20 40N NOTE: SEWER NOTES ON WS-1. SEE GENERAL WATER AND MAM (EXISTING) LEWIS STREET EL-LINE PIER 1PIER 2SHEET WS-7 SEE DETAIL A SEE WS-2 EXIST. 12" W/L TO BE ABANDONED EXIST. 12" W/L TO BE ABANDONED 12" D.I.P. W/L (À131LF) W/ MIN. 42" COVER 10" D.I.P. W/L (À71LF) 12" D.I.P. W/L (À8LF) W/ THRUST BLOCK 12" DI MJxMJ 45° BEND EL 19+00.00, 4.00' LT 17 18 19 20 21 22 18171615EXIST. 12" W/L TO BE ABANDONED TRACK LOCATIONS POSSIBLE FUTURE 16" W/L x 30" CASING 16" D.I.P. W/L (À10LF)TO BE ABANDONEDEXIST. 10" W/L 10" W/LMANHOLE-SEWER ABANDON EXISTING L 17+73.16, 47.95' RT PER SPEC 7-08.3(5) EXIST. 10" W/L PIPE (À125LF) ABANDON AND FILL W/ THRUST BLOCK ROTATED UPWARD 10" DI MJxMJ 45° BEND L 17+73.85, 47.00' LT 10" D.I.P. W/L (À9LF) 10" D.I.P. W/L (À2LF) EXIST. 8" W/L MANHOLE-SEWER ABANDON EXISTING L 17+72.82, 60.09' LT AND MATERIAL OF EXIST. PIPE. DIG AND VERIFY LOCATION, DEPTH, SIZE, CONNECT TO EXIST. 10" W/L W/ 45° BEND. ROTATED DOWNWARD W/ THRUST BLOCK. 10" DI MJxMJ 45° BEND L 17+80.00, 53.16' LT PER SPEC 7-08.3(5) EXIST. 8" SS PIPE (À108LF) ABANDON AND FILL EXIST. 10" W/LWATER & SEWER PLANS12" W/L CLARK ST.10" W/L x 20" CASINGPLUG EXIST. WATER PIPE L 17+80.05, 48.33' LT (2 EA) PLUG EXIST. WATER PIPE L 17+77.80, 77.00' RT PLUG EXIST. SEWER PIPE (SOUTH) EXIST. SSMH RETAIN AND PROTECT L 17+74.14, 270' LT ALLEY C ALLEY DTHK WALL (À525LF). SEE DETAIL B2 ON WSD-1. 16" D.I.P. W/L W/ 30"Ø STL CASING W/ MIN. 0.469" EL 19+25.00, 10.00' LT TO EL 24+50.00, 10.00' LT UNDER PASS CONSTRUCTION DETAILS THROUGH EXISTING (UP-1 - UP-3) FOR WATER MAIN PROFILE AND SEE UNDERPASS PREPARATION PLANS VALVE ABANDON EXIST. CONSTRUCTION. SEE DETAIL B2 ON WSD-1. COVER IS REQUIRED TO PROTECT CASING & W/L DURING INV EL: 370.80. CONTRACTOR SHALL DETERMINE IF ADDITIONAL 10" D.I.P. W/L W/ 20"Ø STD WT STL CASING (À100LF). CASING L 17+73.86, 45.00' LT TO L 17+73.96, 55.00' RT 12" D.I.P. W/L (À9LF) 16" MJx12" MJ DI CONCENTRIC RED EL 19+15.00, 10.00' LT WATER METER ABANDON EXIST.Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_WS.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:14:08 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: SEE RP-3 FOR PROFILE LEWIS ST. L-LINE SEE RP-7 FOR PROFILETACOMA AVE.(SIZED FOR 16" PIPE) W/ THRUST BLOCK 12" DI MJxMJ 45° BEND EL 19+06.00, 10.00' LTLEWIS ST. 16+75.00MATCH LINE SEE SHEET WS-2EXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET WS-2(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET WS-4LEWIS ST. 22+20.00MATCH LINE SEE SHEET WS-4WATER METER (2 EA) ABANDON EXIST. WATER METER ABANDON EXIST. SEE RP-6, UP-1, AND UP-2B FOR PROFILE REL LIM NALA SUCR AMPROFE S SI ONAL ENGINEER52674 CONSTRUCTIONPRELIMINARYNOT FORPLANSW SSAB 23 24 25 26 27 23 24 25 26 27W W W 382BNSF RAILWAY SCALE IN FEET 0 20 40N YARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 8FUTURE TRACK 9MAIN 3FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-4 MMW 30-18-020 MAM, AJFLEWIS ST. 27+80.00MATCH LINE SEE SHEET WS-5NOTE: SEWER NOTES ON WS-1. SEE GENERAL WATER AND MAM EXIST. 12" W/L TO BE ABANDONEDFUTURE TRACK 78" W/L x 18" CASING 16" W/L x 30" CASING EL-LINE (EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET WS-5PIER 3MATCH LINE SEE SHEET WS-5EXIST. 6" W/L12" D.I.P. W/L (À21LF) W/ 42" MIN. COVER 12" D.I.P W/L (À273LF)TO BE ABANDONEDEXIST. 6" W/LEXIST. 12" W/L TO BE ABANDONED TO BE ABANDONED EXIST. 8" SS SPEC 7-08.3(5) 8" SS PIPE (À154LF) PER ABANDON AND FILL EXIST. W/ 42" MIN. COVER 8" D.I.P W/L (À200LF) W/ MIN. 42" COVER 8" D.I.P. W/L (À156LF) W/ THRUST BLOCK 8" DI MJxMJ 90° BEND L 24+39.59, 103.20' RT 8" D.I.P. W/L (À4LF)EXIST. 8" WATER SERVICESEE WS-3 8" D.I.P. W/L (À5LF) MATERIAL OF EXIST. PIPE. DEPTH, SIZE, AND AND VERIFY LOCATION, WATER SERVICE, DIG CONNECT TO EXIST. 8" 8" FCA (3 EA) W/ THRUST BLOCK 8" DI FLxFL CUT-IN TEE L 22+71.07, 103.20' RT EXIST. 12" W/L TO BE ABANDONED 12" D.I.P W/L (À43LF) W/ THRUST BLOCK 12" DI MJxMJ 90° BEND EL 26+25.91, 4.00' LT EXIST. 6" W/L TO REMAIN EXIST. FIRE HYDRANT 12" D.I.P. W/L (À151LF) 12" W/L PER SPEC 7-08.3(5) 6" W/L PIPE (À130LF) ABANDON AND FILL EXIST. W/ THRUST BLOCK 12" DI MJxMJ 45° BEND EL 24+75.00, 4.00' LT 12" D.I.P W/L (À8LF) 16" D.I.P. W/L (À10LF)WATER & SEWER PLANS12" W/L x 24" CASING8" DI MJ CAP W/ THRUST BLOCK PLUG EXIST. WATER PIPE TO BE REMOVED. 8" WATER METER VAULT PLUG EXIST. SEWER PIPE (SOUTH) RETAIN AND PROTECT EXIST. SSMH L 26+32.67, 83.59' LT OF PIPE LOCATION. DIG AND VERIFY END PLUG EXIST. SEWER PIPE. L 26+13.63, 32.23' RT ALLEY FALLEY ESHEET WS-7 SEE DETAIL B UNDER PASS CONSTRUCTION DETAILS THROUGH EXISTING (UP-1 - UP-3) FOR WATER MAIN PROFILE AND SEE UNDERPASS PREPARATION PLANS (À9LF) 12" D.I.P. W/L EXIST. VALVE ABANDON SHEET WS-7 SEE DETAIL C CONSTRUCTION. SEE DETAIL B2 ON WSD-1. COVER IS REQUIRED TO PROTECT CASING & W/L DURING INV EL: 371.90. CONTRACTOR SHALL DETERMINE IF ADDITIONAL 12" D.I.P. W/L W/ 24"Ø STD WT STL CASING (À114LF). CASING L 26+30.13, 48.74' LT TO L 26+56.34, 62.28' RT PIPE (2 EA) PLUG EXIST. WATER L 27+50, 49.89' RT PLUG EXIST. WATER PIPE (2 EA) L 26+62.63, 61.53' RT (SIZED FOR 16" PIPE) W/ THRUST BLOCK 12" DI MJxMJ 45° BEND EL 24+69.00, 10.00' LT 12" FCA 16" FCA 16" FL x 12" FL DI ECCENTRIC RED, SEE UP-3 EL 24+60.00, 10.00' LT > 18" VERT. CLEAR WATER & SEWER > 10' HORIZ. CLEAR WATER & SEWER VERT3' CLEARHORIZ.10' CLEAR Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_WS.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:14:11 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: L-LINE LEWIS ST. SEE RP-4 FOR PROFILE (EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET WS-3LEWIS ST. 22+20.00MATCH LINE SEE SHEET WS-3FOR PROFILE SEE UP-2B AND UP-3 (EXISTING) LEWIS STREET SEE DETAIL B2 ON WSD-1. W/ MIN. 5.5-FT COVER. CASING INV. EL: 371.10. 8" D.I.P. W/L W/ 18"Ø STD WT STL CASING (À160LF) L 22+76.07, 103.20' RT TO L 24+36.07, 103.20' RT WATER METER ABANDON EXIST. INV WL: 371.77 W/ THRUST BLOCK 8" DI MJxMJ 90° BEND L 24+39.59, 52.44' LT RJ* RJ* RJ*- L 25+49, 56' LT TO L 26+79, 84' LT EAST AND WEST OF WATER METER VAULT AND FITTINGS 70 LF RESTRAINED JOINT PIPE REL LIM NALA SUCR AMPROFE S SI ONAL ENGINEER52674 CONSTRUCTIONPRELIMINARYNOT FORPLANSIRR W IRR W IRR IRR W W IRR IRRSS PPPABAB AB AB ABABABABABABABABABABAB AB AB AB AB AB AB ABABABABAB AB AB AB AB AB AB AB AB AB Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: 30-18-020_PS_PR.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:32 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: ORIGINAL GROUND C/L PROFILE GRADE BNSF ROWFUTURE TRACK 1FUTURE TRACK 2MAIN 1MAIN 2MAIN 3FUTURE TRACK 3FUTURE TRACK 4FUTURE TRACK 5C/L PROFILE GRADE BNSF ROWFUTURE TRACK 1FUTURE TRACK 2MAIN 1MAIN 2MAIN 3FUTURE TRACK 3FUTURE TRACK 4FUTURE TRACK 5LEWIS ST. L-LINE PROFILE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSL L-LINE PROFILE GRADE & PIVOT POINTC RP-3 MMW 30-18-020 L-LINEROADWAY & WATER MAIN PROFILEROADWAY SECTION 3 TYPICAL BRIDGE SECTION CONTRACTOR. SEE WS-3 TO BE DETERMINED BY ELEV. SHOWN. ACTUAL ELEV. CASING CROSING. APPROX. 10" W/L IN 20" STEEL -2% RT. & LT. RHD BEHCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners L 19+01.58L 19+38.88TACOMA AVE.DATUM (NGVD) 29 360 370 380 390 400 410 420 360 370 380 390 400 410 420 16+60 17+00 18+00 19+00 20+00 21+00 22+00 22+20 +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% -5% +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% -5% 650' VC EVC 17+75.00EL 403.15VPI 17+00.00EL 399.40BVC 19+65.00EL 412.655.00% 150' VC + + + + + + + + + + + + + + + + + + + + + + PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: 30-18-020_PS_PR.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:36 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: ORIGINAL GROUND C/L PROFILE GRADE BNSF ROWYARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9BNSF ROWYARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9LEWIS ST. L-LINE PROFILE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSL L-LINE PROFILE GRADE & PIVOT POINTC RP-4 MMW 30-18-020 L-LINEROADWAY & WATER MAIN PROFILETYPICAL BRIDGE SECTION ROADWAY SECTION 4 CONTRACTOR. SEE WS-4 TO BE DETERMINED BY ELEV. SHOWN. ACTUAL ELEV. CASING CROSING. APPROX. 12" W/L IN 24" STEEL -2% RT. & LT. RHD BEHCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners L 24+63.22DATUM (NGVD) 29 SEE SHEET WS-4 8" WATER SERVICE CROSSING DRAIN CROSSING PROPOSED STORM 360 370 380 390 400 410 420 430 360 370 380 390 400 410 420 22+20 23+00 24+00 25+00 26+00 27+00 27+80 K=60.14 +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% -5% EL 420.17 HIGH POINT 22+65.74 650' VC VPI 22+90.00EL 428.90EVC 26+15.00EL 410.03-5 .81 % PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: 30-18-020_PS_PR.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:40 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: ORIGINAL GROUND C/L PROFILE GRADE LEWIS ST. L-LINE PROFILE L L-LINE PROFILE GRADE & PIVOT POINTC -2% RT. & LT. SIDE RP-5 MMW 30-18-020 L POC 29+62.23 M POT 13+67.85 = INTERSECTION MAIN AVE.L-LINEROADWAY & WATER MAIN PROFILEROADWAY SECTION 4 MATCH EXISTING LEWIS ST. 32+41.66 END CONSTRUCTION FOR CONTINUATION SEE UP-3 45° BEND EXIST. 12" W/L CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSMATCH EXISTING 1.80% RHD BEH 45° BEND CONNECT TO EXIST. 12" W/L CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners L 32+41.66EXISTING GAS CROSSING DATUM (NGVD) 29 SEE SHEET WS-5 12" W/L DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM 6" MIN. CLR À30" CLR (INV EL UNKOWN) EXIST. 21" SS CROSSING EXIST. 21" SS CROSSING (18" MIN) À30" CLR AT W/L EXIST. 8" SS CROSSING 350 360 370 380 390 400 410 350 360 370 380 390 400 410 27+80 28+00 29+00 30+00 31+00 32+00 33+00 33+40 +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% -5% +5% +4% +3% +2% +1% 0% -1% -2% -3% -4% -5%EL 390.57BVC 29+50.00VPI 30+50.00EL 384.77EVC 31+50.00EL 386.57-5 .81 % 200' VC EL 386.14 LOW POINT 31+02.60 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: 30-18-020_PS_PR.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:43 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: EXISTING LEWIS ST. EL-LINE PROFILE C/L PROFILE GRADE ORIGINAL GROUND ORIGINAL GROUND C/L PROFILE GRADE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRP-6 MMW 30-18-020 CROSSING BURIED TELEPHONE CROSSING EXISTING STORM DRAINAGE 15+50RT TBC 373.76LT TBC 373.6016+00RT TBC 374.01LT TBC 373.8516+50RT TBC 374.46LT TBC 374.3017+00RT TBC 374.95LT TBC 374.7917+50RT TBC 375.45LT TBC 375.2918+00RT TBC 375.95LT TBC 375.7815+00LT TBC 373.4218+5012+50RT TBC 373.94LT TBC 374.5913+00RT TBC 374.26LT TBC 374.8313+91RT TBC 373.58LT TBC 374.0612+41.69RT TBC 373.64LT TBC 374.5413+50RT TBC 373.7519+25.79EL-LINEROADWAY & WATER MAIN PROFILEDRAINAGE CROSSING EXISTING STORM ROADWAY SECTION 5 ROADWAY SECTION 5 EXISTING LEWIS ST. EL-LINE PROFILE 9+00 10+00 11+00 12+00 13+00 14+00 RHD BEH 42" MIN. COVER 90° BEND CONNECT TO EXIST. 12" W/L C/L PROFILE GRADE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEL 14+59.301ST AVEEL 19+25.79TACOMA AVE.TOP BACK CURB (TBC) ELEVATIONS SEE SHEET RDD-2 FOR TOP BACK CURB (TBC) ELEVATIONS SEE SHEET RDD-3 FOR TOP BACK CURB (TBC) ELEVATIONS SEE SHEET RDD-2 FOREL 12+16.39DATUM (NGVD) 29 SEE LO-LINE, ROADWAY SECTION 7 Engineers Surveyors Planners WS-3, AND UP-1 SEE SHEET WS-2, 12" W/L DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM DRAIN CROSSING PROPOSED STORM I.E. 359.7À EXISTING SEWER CROSSING NOT SHOWN GAS CROSSING EXISTING (TO BE ABANDONED) EXISTING STORM DRAINAGE CROSSING BE ABANDONED EXISTING 12" W/L TO 6" MIN. CLR À18" CLR WATER MAIN PROFILE FOR CONTINUATION OF 45° BEND SEE SHEET UP-2B INV EL: 370.00 (2) 12" X 10" TEE 370 380 370 380 VPI 12+41.69EL 373.96VPI 13+05.92EL 374.29VPI 13+91.00EL 373.86-0.42%0.51%-0.50% 360 370 380 360 370 380 15+00 16+00 17+00 18+00VPI 14+59.30EL 374.07VPI 15+09.00EL 373.56VPI 16+09.00EL 374.06VPI 18+50.00EL 376.43VPI 18+80.00EL 376.48VPI 19+25.79EL 377.270.30%-1.02%0.50% 0.98% 0.17%1.73% 14+20 19+00 PROFE S SI ONAL ENGINEER26230 CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH RCIA .RO OD J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BY APR. DATE SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: $$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$ $$$$DATE$$$ELIZABETH GIBSONN O. 538 EXP. 08 /1 6/2020STATEOFWASHINGTO N L A NDSCAPE ARCHITECT3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignP N P N L G UD-9DECORATIVE METAL CUTOUT PANEL TYPE 2 AND PRECAST CONCRETE FACING PANEL ON STRUCTURAL EARTH WALL (SEW) DETAIL URBAN DESIGN DETAILSDECORATIVE METAL CUTOUT PANEL TYPE 1 DETAIL (ON DECORATIVE FENCE) SEE BG-SHEETS PRELIMINARYPLANSNOT FORCONSTRUCTION CONSTRUCTIONPRELIMINARYNOT FORPLANSBENJAMIN E. HOPP E PROFES SI ONAL ENGINE ER46955 DMS DMS TAM RDD-6 30-18-020CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSROADWAY DETAILSKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_DE_RD.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_DE_RD.dgnmwilkinson11/12/201911:15:26 AM11/12/2019 STPUS-HLP-3530(006)FED AID #: CEMENT CONCRETE CURB TRANSITION APPROACH SLAB 5'12' PLAN ELEVATION TOP OF CURB 6" 3.5' FACE OF CURB BACK OF CURB GUTTER BARRIER 1' WIDE CONCRETE BARRIER 1' WIDE CONCRETE BRIDGE TRANSITION SECTION BRIDGE DECORATIVE BARRIER ISOMETRIC VIEW SCALE IN FEET 0 15 30N BARRIER 1' WIDE CONCRETE TOP OF CURB TRANSITION SECTION CURB AND GUTTER TRANSITION SECTION CURB AND GUTTER TRANSITION SECTION CURB AND GUTTER FLOWLINE FLOWLINE 1.5' L 25+00.86 (17' RT) TO L 25+05.99 (17' RT) L 24+99.74 (17' RT) TO L 25+04.63 (17' LT) L 18+59.61 (17' RT) TO L 18+64.61 (17' RT) L 18+59.61 (17' LT) TO L 18+64.61 (17' LT) L 15+42.51 (17' RT) TO L 15+47.51 (17' RT) L 15+42.51 (17' LT) TO L 15+47.51 (17' LT) L 13+97.51 (17' RT) TO L 14+02.51 (17' RT) L 13+97.51 (17' LT) TO L 14+02.51 (17' LT) NOTE SEE BRIDGE PLANS FOR ADDITIONAL DETAILS TO ENSURE POSITIVE DRAINAGE TRANSITION SIDEWALK SIDEWALK TRANSITION ABAN D O N E D STRE E T S I G N ST ST ST ST STSTSTSTSTSTSTST ST ST STW W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W WW W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST STW W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W WW W W W W W W W W W W W W W W W W W W W W STSTSTSTSTSTSTSTW LEWIS ST S TACOMA STEXISTING LEWIS ST CONSTRUCTION NOTES LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE WIRE NOTES PLAN ILL-4 ILLUMINATION PLANSTA 17+25 TO STA 21+00JC TD TD J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BY APR. DATE SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: $$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$ $$$$DATE$$$REGISTEREDNOTGNIHSAW FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignPRELIMINARYPLANSNOT FORCONSTRUCTION WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W LEWIS ST RAIL YARD CONSTRUCTION NOTES GENERAL NOTES LEGEND LUMINAIRE SCHEDULE WIRE NOTES PLAN ILL-5 ILLUMINATION PLANSTA 21+00 TO STA 24+50JC TD TD J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BY APR. DATE SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: $$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$ $$$$DATE$$$REGISTEREDNOTGNIHSAW FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignPRELIMINARYPLANSNOT FORCONSTRUCTION DECORATIVE ROADWAY LUMINAIRE AND POLE DETAIL DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DETAIL DECORATIVE PEDESTRIAN LUMINAIRE BASE PLATE DETAIL DECORATIVE ROADWAY LUMINAIRE BASE PLATE DETAIL DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ON 1ST AVE BRIDGE SUPPORT PILASTER DETAIL DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ON BNSF BRIDGE SUPPORT PILASTER DETAIL DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ON BNSF BRIDGE SPAN PILASTER DETAIL TOP OF POLE FOUNDATION DETAIL · · LUMINAIRE ARM DETAILS J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BY APR. DATE SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : LAST UPDATED: $$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$ $$$$DATE$$$REGISTEREDNOTGNIHSAW FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignTD TD AMK ILLUMINATION PLANDET01ILL-9PRELIMINARYPLANSNOT FORCONSTRUCTION AB ABABAB AB AB AB AB AB AB AB ABABABAB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABABABABABABABAB AB AB AB AB ABABABABABABABAB AB AB AB AB AB AB AB A B ABABAB AB CONSTRUCTIONPRELIMINARYNOT FORPLANSBENJAMIN E. HOPP E PROFES SI ONAL ENGINE ER46955 FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.NCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSPH-1 RHD BEH MMW 30-18-020 CLARK ST. LEWIS ST.2ND AVE.E. CLARK ST.OREGON AVE.N. MAIN AVE.1ST AVE.TACOMA AVE.OREGON AVE.PHASE 1 CLOSED FOR CONSTRUCTION TRAFFIC / DETOUR ROUTE Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_TC.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PH.dgnmwilkinson11/12/201911:16:39 AM11/12/2019 STPUS-HLP-3530(006)FED AID #:PHASING PLAN5. 4. 3. 2. 1. NOTES: THE DURATION OF THE PROJECT. TRACKS. EMERGENCY SERVICES SHALL HAVE ACCESS TO 1ST AVE AND/OR 2ND AVE THROUGH EMERGENCY SERVICES ACCESS SHALL BE PROVIDED AT ALL TIMES ACROSS THE BNSF RAILWAY SEE SHEET WS-0 FOR WATER MAIN CONSTRUCTION TIMING. DAYS, PROVIDED AN ADJACENT PARALLEL ROAD IS AVAILABLE FOR A DETOUR ROUTE. ACCESS TO MAIN AVE MAY BE CLOSED AS NEEDED FOR UP TO 20 CONSECUTIVE CALENDAR ROAD IS AVAILABLE FOR A DETOUR ROUTE. FOR UP TO 30 CONSECUTIVE CALENDAR DAYS, PROVIDED AN ADJACENT PARALLEL 2ND AVE MAY BE CLOSED BETWEEN LEWIS STREET AND CLARK STREET AS NEEDED LEWIS STREET SHALL REMAIN OPEN FOR TWO-WAY TRAFFIC AT ALL TIMES. 370 370380380380380380380380380W WP AB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB ABABABABAB AB CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSLEGEND NAB JRP 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:46 PM11/12/2019 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429 N709 S1950 S1950 S1950 BEARINGPIER 1 2 3 EXISTING / PROPOSED SIGN LIGHT SIGNAL UTILITY VAULT WATER METER BOX PROPOSED FUTURE TRACKS 1-9 PROPOSED RETAINING WALL FT 1 FT 2 FT 3 FT 4 FT 5 MAIN 1 MAIN 2 MAIN 3 YT 1 YT 2 YT 3 FT 6 FT 7 FT 8 FT 9 E F F F E BG-101 20+00 21+00 22+00 24+00 25+0019+00 FENCE WATER LINE 3 MILES TO KENNEWICK, WA. LOADING - AASHTO HL-93 PC GIRDERS (WF74G) GUARD RAIL PASCO, WASHINGTON FRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.GR ELE 419.87` LEWIS ST STA 23+27.41` PIER 3GR ELE 419.27` LEWIS ST STA 21+60.41` PIER 2GR ELE 416.01` LEWIS ST STA 20+41.41` PIER 1AVE. TACOMA DATUM PLAN ELEVATION8'-0" SIDEWALK6'-0" BIKE LANE10'-0" SIDEWALK6'-0" BIKE LANE1'-0"ELEVATION 360.00 REFERENCE LINE OVERHEAD POWER GR ELE 409.48` LEWIS ST STA 19+01.58BK OF PAVT SEAT ABUT 1GR ELE 416.92` LEWIS ST STA 24+63.24BK OF PAVT SEAT ABUT 2ARE EQUAL TO PROFILE GRADE LINE. TOP OF ROADWAY SLAB ON LEWIS STREET AND GRADE ELEVATIONS SHOWN ARE FINISH GRADES AT MAIN 1 STA. 12189+81.108 LEWIS ST. STA. 21+32.064 = BNSF M.P. 145.624 DOT/AAR CROSSING NO. 089709S YARD TRACK 3 STA. 12187+34.135 LEWIS ST. STA. 22+67.471 =1'-0"WINGWALL, TYP WALL EXISTING RETAINING ROW BNSFROADWAY34'-0" BRIDGE 56'-0"BARRIER PEDESTRIAN SEALER PIGMENTED 11'-0" TRAVEL LANE11'-0" TRAVEL LANELEWIS ST OVERPASSSTRUCTURE LAYOUT350'-3„"71'-6‡"0"1'-0"1'-0"@ RR R-O-W MIN. CLR.MIN CLR.APPROX. 27'-10" SPECIFICATIONS. FOR UTILITY CONTACT INFORMATION, SEE REFER TO SHEET AL-1 RAILROAD SCREENING OR CLEARANCES FROM EXISTING GRADE AT OTHER LOCATIONS CLEARANCES FROM TOP OF RAIL FOR EXISTING TRACK 28'-9" CLR29'-3" CLR30'-1" CLR30'-3" CLR30'-6" CLR31'-7" CLR32'-1" CLR32'-6" CLR32'-1" CLR32'-3" CLR32'-8" CLR33'-6" CLR32'-4" CLR32'-5" CLR32'-2" CLR31'-0" CLRBARRIER TAPERED BARRIER TAPERED CONSTRUCTIONPRELIMINARYNOT FORPLANS23+00 18 MILES TO KAHLOTUS, WA.SLOPE2% SLOPE2% 3 MILES TO WEST PASCO, WA. 26 MILES TO MESA, WA. 133'-0" SPAN 4167'-0" SPAN 3119'-0" SPAN 2137'-0" SPAN 1ABUT 1ABUT 2TYP90°0'0" ` PIER 1 ` PIER 2 ` PIER 3 FUTURE TRACK 9 FUTURE TRACK 8 FUTURE TRACK 7 FUTURE TRACK 6 FUTURE TRACK 5 FUTURE TRACK 4 FUTURE TRACK 3 FUTURE TRACK 2 FUTURE TRACK 1 CONTROL LINE TACOMA AVE GRADE LINE LINE AND PROFILE LEWIS ST CONTROL STA. 20+41.41 WALL SEW SEW WALL STA. 21+60.41 561'-8" BK TO BK OF PAV'T SEATS ALONG LEWIS STREET PROFILE GRADE LINE EXISTING GROUND @ STA. 23+27.41 STA. 24+60.41 ` BEARING ABUT 2 SEW WALL CURB EXISTING REMOVE YARD TRACK 2 STA. 12187+28.139 LEWIS ST. STA. 22+50.422 = YARD TRACK 1 STA. 12187+28.136 LEWIS ST. STA. 22+34.079 = MAIN 3 STA. 12189+95.383 LEWIS ST. STA. 22+16.296 = BNSF M.P. 145.625 DOT/AAR CROSSING NO. 089709S MAIN 2 STA. 12189+97.197 LEWIS ST. STA. 21+95.290 = BNSF M.P. 145.625 DOT/AAR CROSSING NO. 089709S ROW BNSF TO BE REMOVED EXISTING TUNNEL EXISTING CURB REMOVE STA.19+04.41 ` BEARING ABUT 1 SEW WALL ` BRIDGE AB ABABAB AB AB AB AB AB AB AB ABABABAB ABAB AB AB AB AB AB AB AB AB AB AB AB AB AB ABABABABABABABAB AB AB AB AB ABABABABABABABAB AB AB AB AB AB AB AB A B ABABAB AB CONSTRUCTIONPRELIMINARYNOT FORPLANSBENJAMIN E. HOPP E PROFES SI ONAL ENGINE ER46955 CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSFRANKLIN COUNTY SEC. 29 T.9N. R.30E. W.M.NCLARK ST. LEWIS ST.2ND AVE.OREGON AVE.E. CLARK ST.OREGON AVE.N. MAIN AVE.1ST AVE.PH-2 RHD BEH MMW 30-18-020TACOMA AVE.PHASE 2 CLOSED FOR CONSTRUCTION TRAFFIC / DETOUR ROUTE Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: 30-18-020_PS_TC.dgn \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PH.dgnmwilkinson11/12/201911:16:40 AM11/12/2019 STPUS-HLP-3530(006)FED AID #:PHASING PLAN4. 3. 2. 1. NOTES: AND/OR 2ND AVE THROUGH THE DURATION OF THE PROJECT. BNSF RAILWAY TRACKS. EMERGENCY SERVICES SHALL HAVE ACCESS TO 1ST AVE EMERGENCY SERVICES ACCESS SHALL BE PROVIDED AT ALL TIMES ACROSS THE SEE SHEET WS-0 FOR WATER MAIN CONSTRUCTION TIMING. ROAD IS AVAILABLE FOR A DETOUR ROUTE. UP TO 30 CONSECUTIVE CALENDAR DAYS, PROVIDED AN ADJACENT PARALLEL 2ND AVE, 1ST AVE, AND/OR TACOMA AVE MAY BE CLOSED AS NEEDED FOR LEWIS STREET SHALL REMAIN OPEN FOR TWO-WAY TRAFFIC AT ALL TIMES. CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 LOCATION 6.5 9.0 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:47 PM11/12/2019 PIER 3 9.0 6.5 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429 32 32 32 40 40 GENERAL NOTES: 5.00%EL 412.65BVC 19+65.00LEWIS STREET PROFILE BG-102 STRUCTURE EL 428.90VPI 22+90.00-5 .81 % ABUT 1 PIER 1 PIER 2 ABUT 2 9.0 (KSF) SERVICE-1 LIMIT STATE (KSF) EVENT-1 LIMIT STATES STRENGTH AND EXTREME STATION. SEE TYPICAL SECTION SHEET BG-120. THE CENTERLINE OF THE STRUCTURE AND CROWN OF THE ROADWAY IS OFFSET 1'-0" RIGHT OF THE CONTROL LINE LOOKING AHEAD ON 9. ELECTRICAL SUPPLIER AND ITS PLANS. THE CONDUIT & JUNCTION BOXES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE 8. AS NECESSARY TO ACCOMMODATE THE ARCHITECTURAL FEATURES. OF FOOTINGS, 2" AT THE TOP OF FOOTINGS AND 1 •" AT ALL OTHER LOCATIONS. THE CONTRACTOR SHALL INCREASE CONCRETE COVER REINFORCING STEEL SHALL BE 2 •" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY 7. FALSE WORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE.6. THE BACKFILL BEHIND THE ABUTMENTS MAY BE PLACED PRIOR TO PLACEMENT OF THE SUPERSTRUCTURE. 5. THE NOMINAL BEARING CAPACITY OF SPREAD FOOTING SHALL BE:4. THE CONCRETE IN THE ROADWAY DECK SHALL BE CLASS 4000D. ALL OTHER CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000.3. PEAK GROUND ACCELERATION OF 0.12g AND SITE CLASS "C". EIGTH EDITION-2017 AND CURRENT INTERIM SPECIFICATIONS. SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN COMPLETED USING A THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS2. TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - DATED 2018, AND AMENDMENTS. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF 1.LEWIS ST OVERPASSGENERAL NOTES AND GEOMETRYEL 410.03EVC 26+15.001'-0" LEWIS STREET SECTION CONSTRUCTIONPRELIMINARYNOT FORPLANS` BRIDGE AND CROWNPGL NOTES:GENERAL NOTES:SHORINGZONE BSHORINGZONE CZONE BSHORINGZONE A SHORING ZONE CSAMPLE EXCAVATION EXCAVATION PERMITTED` TRACK NO EXCAVATION 15'-6" MAIN LINE TRACK 12'-6" OTHER 1'-6"12'-0" 7'-9" (NORMAL TO RAILROAD) RAILROAD CLEARANCES TRACK PROTECTION SHORING REQUIREMENTS 1.5 1 1 2 TOP OF RAIL21'-6"15'-0" ` OF TRACK CLEARANCE ENVELOPE MINIMUM CONSTRUCTION FIGURE 1 RAILROAD CONSTRUCTION NOTES: PLANS. FOR GUARDRAIL IS INCLUDED IN THE ROADWAY THE APPROACH RAIL AND TRANSITION SECTION 3. FOR REVIEW AND APPROVAL. BE SUBMITTED TO THE ENGINEER AND UPRR FALSE WORK AND SHORING PLANS SHALL 2. STRUCTURE. ON THE ROADWAY AT EACH END OF THE BRIDGE. STORM WATER WILL BE COLLECTED DECK DRAINS WILL NOT BE USED ON THIS 1. ACTIVE RAILROAD TRACKS. FOR DESIGN AND CONSTRUCTION OF SHORING ADJACENT TO DESIGN OF SHORING SHALL COMPLY WITH BNSF GUIDELINES IN THE STATE WHERE THE WORK WILL BE PERFORMED. AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED CALCULATIONS. PLANS AND CALCULATIONS MUST BE SIGNED CALCULATIONS. PLANS SHALL BE ACCOMPANIED BY DESIGN SHORING PLANS SHALL BE ACCOMPANIED BY DESIGN FOR EXCAVATIONS WHICH ENCROACH INTO ZONE A OR B, SHORING. TO COMPLY WITH BNSF-UPRR GUIDELINES FOR TEMPORARY INSTALL THE TEMPORARY SHORING SYSTEM PER THE SYSTEM PROTECTION SHORING PROPOSED. THE CONTRACTOR SHALL INDICATING THE NATURE AND EXTENT OF THE TRACK SUBMIT FOR APPROVAL BY THE RAILROAD DETAILED PLANS PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL ALL DIMENSIONS ARE MEASURED PERPENDICULAR TO ` TRACK. REQUIREMENTS. SHORING TO COMPLY WITH OSHA IN THIS ZONE, (NO SLOPING CUTS) BE PERMITTED FOR EXCAVATION ONLY VERTICAL SHORING WILL COOPER E80 APPLICABLE RAILROAD LIVE LOAD: FOR EXCAVATION IN ZONE A. ADDITION TO OSHA STANDARD LOADS RAILROAD LIVE LOAD SURCHARGE IN SHORING MUST BE DESIGNED FOR BASE OF RAIL ZONE A ZONE B REQUIREMENTS WITH OSHA SHORING TO COMPLY PLACED WITHIN THESE LIMITS. OR OTHER OBSTRUCTIONS SHALL BE NO CONSTRUCTION ACTIVITIES STRUCTURE CLEARANCE TO MIN. 23'-4"MIN. 25'-0"20'-0"MIN. 25'-0" TRACK MAINLINE ` STRUCTURE CLEARANCE TO N.T.S. FOR RAILROAD GRADE SEPARATION PROJECTS PLAN NO. 710000 REFERENCE: BNSF RAILWAY - UNION PACIFIC RAILROAD GUIDELINES N.T.S. GRADE SEPARATION PROJECTS SECTION 5.2 & PLAN NO. 711100 SHT 1 REFERENCE: BNSF RAILWAY - UNION PACIFIC RAILROAD GUIDELINES FOR RAILROAD TRACK FUTURE ` LINE GROUND RAILS TOP OF FOR MORE INFORMATION SEE UNION PACIFIC RAILROAD - BNSF RAILWAY "GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS."10. PERSONNEL MUST CLEAR THE AREA WITHIN 25 FEET OF THE TRACK CENTERLINE AND SECURE ALL EQUIPMENT. RAILROAD REQUIREMENTS DO NOT ALLOW WORK WITHIN 50 FEET OF TRACK CENTERLINE WHEN A TRAIN PASSES THE WORK SITE AND ALL 9. BE VERIFIED BEFORE PROJECT CLOSEOUT. TEMPORARY CONSTRUCTION CLEARANCES, INCLUDING FALSEWORK CLEARANCES, SHALL COMPLY WITH FIGURE 1. ALL PERMANENT CLEARANCES SHALL 8. SPECIAL PROVISIONS OF THE PROJECT. FOR RAILROAD COORDINATION PLEASE REFER TO THE RAILROAD'S COORDINATION REQUIREMENTS AS PART OF THE SPECIFICATIONS OR 7. RAILROAD PRIOR TO BEGINNING ANY GRADING ON THE PROJECT SITE. THE CONTRACTOR MUST SUBMIT A PROPOSED METHOD OF EROSION AND SEDIMENT CONTROL AND HAVE THE METHOD APPROVED BY THE 6. DITCHES AND/OR DRANAGE STRUCTURES. THE PROPOSED GRADE SEPARATION PROJECT SHALL NOT CHANGE THE QUANTITY AND/OR CHARACTERISTICS OF THE FLOW IN THE RAILROAD 5. SHALL BE BROUGHT TO THE ATTENTION OF THE RAILROAD PRIOR TO CONSTRUCTION. THE ELEVATION OF THE EXISTING TOP-OF-RAIL PROFILE SHALL BE VERIFIED BEFORE BEGINNING CONSTRUCTION. ALL DISCREPANCIES 4. RAILROAD REQUIREMENTS. ERECTION OVER THE RAILROAD'S TRACK SHALL BE PLANNED SUCH THAT IT ENABLES THE TRACKS TO REMAIN OPEN TO TRAFFIC PER 3. SHALL COMPLY WITH THE RAILROAD'S DEMOLITION REQUIREMENTS. ALL DEMOLITION WITHIN THE RAILROAD'S RIGHT-OF-WAY AND/OR DEMOLITION THAT MAY IMPACT THE RAILROAD'S TRACKS OR OPERATIONS 2. CONSTRUCTED PER RAILROAD GUIDELINES FOR TEMORARY SHORING. ANY SHORING SYSTEM THAT IMPACTS THE RAILROAD'S OPERATION AND/OR SUPPORTS THE RAILROAD'S EMBANKMENT SHALL BE DESIGNED AND 1.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:48 PM11/12/2019 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429 BG-103LEWIS ST OVERPASSRAILROAD NOTES AND DETAILSCONSTRUCTIONPRELIMINARYNOT FORPLANS TEXT:CALLOUT TEXT:CALLOUT TEXT:CALLOUT TEXT:CALLOUT PSI (MIN.). PORTION OF THE PIER DIAPHRAGM HAS REACHED 3000 UNTIL THE COMPRESSIVE STRENGTH OF THE TOP NO LIVE LOAD SHALL BE ALLOWED ON THE SPANS NOTE: ` INTERMEDIATE PIER AFTER GIRDER FABRICATION. SHALL NOT BE CAST UNTIL 30 DAYS (MIN.) BOTTOM PORTION OF PIER DIAPHRAGM ` INTERMEDIATE PIER AFTER CASTING DIAPHRAGMS PLACE BRIDGE DECK REINFORCEMENT ` INTERMEDIATE PIER THE ROADWAY SLAB. MINIMUM OF 10 DAYS AFTER DIAPHRAGM SHALL BE CAST A TOP PORTION OF PIER 3000 PSI (MIN.) COMPRESSIVE STRENGTH HAS REACHED PANELS] WHEN DIAPHRAGM CONCRETE CAST BRIDGE DECK [OR PLACE PRECAST DECK ` INTERMEDIATE PIER ABUTMENT TYPICAL AT ABUTMENTS ELASTOMERIC BEARING PAD REACHED 3000 PSI (MIN.) DIAPHRAGM CONCRETE COMPRESSIVE STRENGTH HAS CAST UNTIL THE DECK AND INTERMEDIATE PIER TRAFFIC AND PEDESTRIAN BARRIERS SHALL NOT BE PRECAST GIRDERS, TYP 2'-6" ABOVE BOTTOM OF DIAPHRAGM, TYP INTERMEDIATE END DIAPHRAGM, TYP INTERMEDIATE PIERS OAK BLOCKS, TYP AT CUT TEMPORARY STRANDS CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:53 PM11/12/2019 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429 CONSTRUCTION SEQUENCE ~ SUPERSTRUCTURE COMPLETE DIAPHRAGMS STAGE 4 SET GIRDERS IN PLACE STAGE 1 CAST DIAPHRAGMS AND PLACE ROADWAY SLAB REINFORCEMENT STAGE 2 CAST ROADWAY SLAB STAGE 3 CUTTING SEQUENCE TEMPORARY STRAND GROUT. PRIOR TO FILLING RECESS WITH REMOVE ALL MOISTURE IN RECESS4. IN 2"x6" RECESS. CUT STRAND AND PLASTIC SLEEVE3 FLANGE OF GIRDERS. IN 2"x6" RECESSES IN TOP REMOVE EXPANDED POLYSTRENE2. ERECT AND BRACE GIRDERS.1. BG-107LEWIS ST OVERPASS CONSTRUCTION SEQUENCECONSTRUCTIONPRELIMINARYNOT FORPLANSACCORDANCE WITH WSDOT STANDARD SPECIFICATION 6-02.3(17)F5. INSTALL TEMPORARY BRACING FOR DIAPHRAGM AND DECK PLACEMENT IN SSSTM SSPW W W LEWIS STREETTACOMA AVENUEFRONT AVENUELEWIS STREET TOP OF PI PE: 375.92RIM: 378.12W M H 1738PPPPAB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB ABABABABAB AB AB ABSS STM SSPW W W PPPPAB AB AB AB AB AB ABAB AB AB AB AB AB AB AB AB AB ABABABABAB AB AB AB CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:55 PM11/12/2019 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429N ` PIER 3 BG-108 ` ABUT 2` PIER 1 ` PIER 2 LOCATION PIER 1 PIER 2 PIER 3 ELEVATION FOOTING 373.53 373.53 373.53 RAIL 379.70 379.70 380.17 6.17 FUTURE TRACK 1 FUTURE TRACK 2 FUTURE TRACK 3 FUTURE TRACK 4 FUTURE TRACK 5 FUTURE TRACK 6 FUTURE TRACK 7 FUTURE TRACK 8 FUTURE TRACK 9 SEPARATION VERTICAL MAIN 2 ` EXISTING RAILS MAIN 3 ` EXISTING RAILS YARD TRACK 1 ` EXISTING RAILS YARD TRACK 2 ` EXISTING RAILS YARD TRACK 3 ` EXISTING RAILS MAIN 1 ` EXISTING RAILS LEWIS ST OVERPASSFOOTING CLEARANCESGRADE LINE LEWIS ST PROFILE FOOTING VERTICAL SEPARATION BASE OF RAIL TO TOP OF 6.17 6.64 25'-5" 17'-5" 87'-10" 29'-6 " 25'-11" 17'-6" 25'-7" 82'-11" 71'-5" 56 '-0" 31 '-0" 25'-6" 17'-6" 42'-6" 54'-0"CONSTRUCTIONPRELIMINARYNOT FORPLANS` ABUT 1 17'-5" 79'-4"18'-9 " 46 '-2" 21 '-2" BACK OF EXISTING SIDEWALK JRP AB 3010020CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSDDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:56 PM11/12/2019 STRE BOR .E NEH PETSP R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429N RAILROAD BED PIER 3 ` PIER 1 ` 119' SPAN 167' SPAN 133' SPAN RAILROAD BED SURFACING BASE COURSE USING 1‚" MINUS CRUSHED GRANULAR SOIL IMPROVEMENTS FOOTING SECTION / EXCAVATION 15'-0" MIN NOTES: 15'-0" MIN BG-109 30'-0" 13'-0" 6'-OF RAILTO BASE6' MIN5'-0"30'-0" 13'-0"17'-0" N70°9'11"E PIER 2 ` 20+41.45 368.53 BOF ELEV 137' SPAN FOUNDATION LAYOUT25'-0" TYP27'-0" TYP52'-0" TYP60'-0" TYP29'-0" TYP31'-0" TYPTYPICAL (PIER) GRADE FINISHED EXISTING/ 6"5'-0"OF RAILTO BASE6' MIN17'-0" 30'-0" ` ABUT. 1 ` BRG AND ` ABUT. 2 ` BRG AND TEMPORARY SHORING. SEE NOTE 1. COURSE. SEE NOTE 3. 1‚" MINUS CRUSHED SURFACING BASE GRANULAR SOIL IMPROVEMENTS USING SEE NOTE 1. TEMPORARY SHORING. REQUIREMENTS. AT LEAST 12 INCHES, REFERENCING GEOTECHNICAL REPORT BE PLACED TAUT AND FREE OF WRINKLES WITH EDGES OVERLAPPING AFTER EACH 18 INCHES GRANULAR SOIL IMPROVEMENT GEOGRID MUST TRIAXIAL GEOGRID SHALL BE PLACED AT SUBGRADE SURFACE, AND 4. WSDOT STANDARDS SECTION 2-03.3(14). BASE COURSE COMPACTED TO AT LEAST 95% AASHTO T-180 AND BELOW ABUTMENT FOOTING AND COMPRISE 1‚" CRUSHED SURFACING VERTICALLY BELOW BOOTOM OF PIER FOOTING (BOF) AND 5 FEET GRANULAR SOIL IMPROVEMENT SHALL EXTEND AT LEAST 3 FEET 3. T-180 AND WSDOT STANDARDS SECTION 2-03.3(3). COMPACT EXPOSED NATIVE SUBGRADE SOIL TO AT LEAST 95% AASHTO 2. PROFESSIONAL ENGINEER. SETBACK REQUIREMENTS AND SHALL BE DESIGNED BY A LICENSED WISHA REGULATIONS AND LOCAL CODES. SHORING SHALL MEET BNSF TEMPORARY EXCAVATIONS SHALL BE SLOPED, SHORED OR BRACED PER 1.1'-0"3'-020'-0" TYP TYP 10'-0" TYP 10'-0"90°0'0"90°0'0"90°0'0"90°0'0"20'-0"1'-6"1'-6"368.53 BOF ELEV 21+60.45 23+27.45 24+60.45 368.53 BOF ELEV GRADE FINISHED EXISTING/ 368.53 BOF ELEV 368.53 BOF ELEV 19+04.4590°0'0"AND PROFILE GRADE LINE LEWIS ST CONTROL LINE LEWIS ST OVERPASSFOOTING / FOUNDATION LAYOUTSEE NOTE 2. SUBGRADE SOIL. COMPACTED NATIVE MIN5'-0"MIN3'-0"` STRUCTURE 2'-6" TYP 1'-6" TYP1'-6" TYP TOP OF ABUTMENT, TYP TOP OF PIER, TYP TYPS1950` BEARING SEE NOTE 4. (4) LAYERS TRIAXIAL GEOGRID. SEE NOTE 4. (2) LAYERS TRIAXIAL GEOGRID.CONSTRUCTIONPRELIMINARYNOT FORPLANSFOOTING SECTION / EXCAVATION TYPICAL (ABUTMENT) SOIL. SEE NOTE 2. NATIVE SUBGRADE COMPACTEDS1950S1950 CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 DDB, ADBCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP AB 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG3.dgnalambert11/12/20191:09:46 PM11/12/2019 2 2 2 2 2 1 1 1 1 PLACING SEQUENCE P R OFE S SI ONAL ENGINEERDERETSIGE RSTATEOF WA SHIN G TON18429 STRE BOR .E NEH PETSDECK SECTION BG-128 561'-9" S2 #5 S3 #5 SPACED WITH S1 #5 (2) S5 #9 OR (2) S6 #9 7•"1" CLR.2•" CLR.SOLID BARS TYPICAL ENTIRE LENGTH OF STRUCTURE OUTLINED BARS TYPICAL NEAR PIERS SYMMETRICAL. ` STRUCTURE. 5'5'5'5' PVMNT SEAT BG-125 10" TO BACK OF PVMNT SEAT BG-125 10" TO BACK OF (1) S4 #5 BETWEEN S9 BARS, TYP TOP OF LONGITUDINAL STIRRUPS G2 #5 OVER FIELD BEND GIRDER 5'"2 1132'-4 114'162'"2 1128'-4 563'-5" S3 #5 UPHILL DIRECTION. CONCRETE SHOULD BE PLACED IN THE ARROWS SHOW DIRECTION OF PLACEMENT.3. BEFORE ANY AREA LABELED 2 SIMULTANEOUSLY, BUT MUST BE PLACED AREAS LABELED 1 NEED NOT BE PLACED2. WITH SCHEDULE ON SHEET BG-107 ON THIS SHEET AND IN ACCORDANCE PLACE CONCRETE IN ORDER SHOWN1. NOTES:LEWIS ST OVERPASS DECK REINFORCEMENT / SEQUENCECONSTRUCTIONPRELIMINARYNOT FORPLANS14'-3" S1 #5 14'-3" S8 #5 S9 #5 S7 BETWEEN S8 CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:02 PM11/12/2019 STRE BOR .E NEH PETSPR OFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHIN G TON18429 BG-133 FRONT FACE OF BARRIER LC WINDOW LC WINDOW LC WINDOWLC WINDOW 1'-4" AT 7" 2 B7 #5 3 B7 #5 AT EQ SPA 4 B7 #5 AT EQ SPA AT 7" 2 B7 #53 B7 #5 AT EQ SPA3 B7 #5 AT EQ SPA AT 7" 2 B7 #5 3 B7 #5 AT EQ SPA3 B7 #5 AT EQ SPA DETAIL E MODIFIED SPAN PILASTER 1'-4" L WINDOW C SOLID L WINDOW C SOLID L WINDOW C OPEN L WINDOW C OPEN DETAIL F SEE BG-137 PIER PILASTER SOLID WINDOW DETAIL OPEN WINDOW DETAIL 8" 6"4"9"2'-0"9"DETAIL G SEE BG-137 END PILASTER DETAIL B SEE BG-137 SPAN PILASTER LEWIS ST OVERPASSBARRIER DETAILS 2 OF 3SEAT "JOINT AT PAVMENT SEAT" FOR DETAILS TYPICAL ALL JOINTS EXCEPT AT PAVEMENT SEAT PEDESTRIAN BARRIERS TRAFFIC BARRIERS JOINT AT PAVEMENT SEAT DETAIL SIDE SIDEWALK SIDE SIDEWALK TYP1'-2"TYP2"TYP 1"TYP 1•"TYP1•"TYP1•"TYP1"TYP1"TYP 1" TYP 1•"TYP1•"TYP1•"2•" TYP 1•" 1•" 1•"1•" 1"1"1•" 1'-4"TYP1•"TYP1•"1•"1•" 2'-9" SEALANT 7‚"TYP7"TYP10"7‚"7‚"7‚"7‚" TYP 6" TYP 3" 1•" TYP 1" TYP 7‚"7‚" TYP 6" 1•" TYP 1" TYP 3" TYP TYP 2•"TYP1"TYP1"TYP 1'-6" TYP 1'-0"TYP1"TYP1"TYP 1'-6" TYP 1'-0" 7‚" 7‚" 7‚" 1'-6" TYP COMPRESSED " DIA BACKER ROD, 2 11 2'-9" SEALANT 1'-0" 11"3'-6"5"5"•" CHAMFER, TYP 1"10" TYP 6" TYP SEE BG-136 TYP SEE BG-136 SEE BG-136, TYP VARIESTYP 8•" BG-136, TYP VARIES SEE TYP 2•" TYP 2•" 11‚" AT PEDESTRIAN BARRIER WINDOW (CONCRETE FILL) TRAFFIC BARRIER, CLOSED OPEN WINDOW AT SIDE SIDEWALK SIDE SIDEWALK 1•" TYP10" TYP DUMMY JOINT DETAIL JOINT DETAIL" SEE "DUMMYJOINT DETAIL" SEE "DUMMY TYP•" JOINT DETAIL" SEE "DUMMY EACH FACE (5) #5 x 4'-0" TYP JOINT DETAIL", SEE "DUMMY BARRIER TYPICAL SECTION TYPICAL JOINT DETAIL SECTION TAPERED END CONSTRUCTIONPRELIMINARYNOT FORPLANSSEE COMPRESSION SEAL DETAIL ON BG-131 FOR "A" DIMENSION BEGIN APPROACHBACK OF PAVEMENT SEAT "A" BARRIER APPROACH SLAB JOINT BRIDGE DECK 3010020 JRP AB DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG5.dgnalambert11/12/20191:10:13 PM11/12/2019CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSBG-136 68'-6" 71'-4ƒ"71'-5•" 23'-10‚"47'-7‚" 71'-6‡"71'-6‡" 66'-6"66'-6" ABUT 1` ` PIER 2 ` PIER 1 ` PIER 3 ` PIER 3 68'-6" DECK AND APPROACH SLAB JOINT LEWIS STBARRIER LAYOUT 1 OF 22'-10" 2'-10" 1'-5…"1'-5…" 6‚"6‚" 10‚" 1'-3†" 1'-3†" 8‚"10ƒ"10ƒ" 1'-1†" 1'-3•" 9•"9•"1'-3•" 10‚" SLAB JOINT APPROACH DECK AND 22'-6†"21'-3"22'-8…"22'-8…"24'-3"22'-4†" 24'-0†"24'-3"23'-3‚"23'-3‚"24'-3"24'-0•" 23'-6•"24'-0ƒ"23'-7‚"24'-3"23'-6•" 23'-7ƒ"21'-3"23'-7‚"23'-5‚"24'-3"23'-7ƒ" 23'-10‚" 1'-3ƒ"1'-3ƒ" PIER 1 ` SPAN PILASTER, TYP PLUMB, TYP ON GRADE, TYP END PILASTER SUPPORT PILASTER PIER PILASTER PIER SUPPORT PILASTER ON PEDESTRIAN BARRIER RAILROAD SCREENING PILASTER END APPROACH PANEL DETAILS DECORATIVE METAL CUTOUT SEE UD SHEETS FOR FOR REVIEW. ON SHOP DRAWINGS AND WINDOW LAYOUT 2) PROVIDE BARRIER OF BRIDGE. MIRROR EACH SIDE ARCH LENGTHS. 1) FIVE DIFFERENT NOTES:STRE BOR .E NEH PETSPR OFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHIN G TON18429 CONSTRUCTIONPRELIMINARYNOT FORPLANS` ABUT 2 3010020 JRP AB DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG5.dgnalambert11/12/20191:10:14 PM11/12/2019CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSBG-137 ` PIER 1ABUT 1` ` PIER 2 ` PIER 3 ` ABUT 2 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 4 44 4 4 4 5 5 5 5 5 5 5 5 5 5 1 1 1 1 6 6 6 6 6 6 6 6 7 7 7 7 5 5 1 1 N6'-2" (SEE STD PLAN E-1) ` DATE NUMERALS (SEE STD PLAN E-1) ` DATE NUMERALS PLAN 6'-2"LEWIS STBARRIER LAYOUT 2 OF 2TAPERED END SECTIONS END PILASTER PIER PILASTER MODIFIED SPAN PILASTER PIER SUPPORT PILASTER SUPPORT PILASTER SPAN PILASTER NAME 7 6 5 4 3 2 1 # "DETAIL H" ON BG-132 "DETAIL G" ON BG-133 "DETAIL F" ON BG-133 "DETAIL E" ON BG-133 "DETAIL D" ON BG-135 "DETAIL C" ON BG-135 "DETAIL B" ON BG-133 DETAILS SEE "SOLID WINDOW DETAIL" ON BG-133 PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP SEE "OPEN WINDOW DETAIL" ON BG-133 TRAFFIC BARRIER WITH OPEN WINDOWS, TYP SEE "OPEN WINDOW DETAIL" ON BG-133 TRAFFIC BARRIER WITH OPEN WINDOWS, TYP SEE "SOLID WINDOW DETAIL" ON BG-133 PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP SEE "OPEN WINDOW DETAIL" ON BG-133 TRAFFIC BARRIER WITH OPEN WINDOWS, TYP SEE "OPEN WINDOW DETAIL" ON BG-133 TRAFFIC BARRIER WITH OPEN WINDOWS, TYP SEE "SOLID WINDOW DETAIL" ON BG-133 PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP SEE DETAIL ON BG-133 JOINT AT BACK OF PAVEMENT SEAT SEE DETAIL ON BG-133 TYPICAL JOINT IN BARRIERS SEE DETAIL ON BG-133 JOINT AT BACK OF PAVEMENT SEAT SEE DETAIL ON BG-133 TYPICAL JOINT IN BARRIERS SEE DETAIL ON BG-133 TYPICAL JOINT IN BARRIERS 2'-10" 2'-10" SEE "SOLID WINDOW DETAIL" ON BG-133 PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP FOR DETAILS SEE BG-132 SECTION, TYP TAPERED END FOR DETAILS SEE BG-132 SECTION, TYP TAPERED END PEDESTRIAN BARRIER RAILROAD SCREENING ON RAILROAD SCREENING ON PEDESTRIAN BARRIER PEDESTRIAN BARRIER RAILROAD SCREENING ON RAILROAD SCREENING ON PEDESTRIAN BARRIER STRE BOR .E NEH PETSPR OFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHIN G TON18429 CONSTRUCTIONPRELIMINARYNOT FORPLANS 3010020 JRP AB DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:18 PM11/12/2019 STRE BOR .E NEH PETSPR OFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHIN G TON18429 CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSELEVATION BG-13816'-6"EACH SPAN EACH SPAN EACH SPAN14'-9•" MAX 14'-9•" MAX ‚" VARIES 66'-6" TO 71'-6‡" ‚" ‚" DETAIL I ‚" ‚" C E 139 B 1'-0" TYP PROPER FIT. FIELD VERIFY. INSTALLATION TO ENSURE PRIOR TO DELIVERY AND NOTE: PROVIDE SHOP FIT-UP SEE BG-140 TYPE 2 CONNECTION, TYP USE FASTENERS CONFORMING TO AASHTO M 164.2. ANGLES, AND WIRE MESH CONFORMING TO AASHTO M 270 GR. 36. USE HSS CONFORMING TO AASHTO M 270 GR. 50. USE PLATES, 1. NOTES: DETAIL F 10'-0"WIRE MESH HSS 6x6x‚ HSS 16x16x‚ HSS 6x6x‚ HSS 6x10x‚ (2) ƒ"Ø BOLTS (2) ƒ" BOLTS ON 24" COLUMN HSS 16x16x‚ CENTERED 14'±SEE ILLUMINATION PLAN FOR MOUNTING HEIGHTHSS 6x10x‚ SECTIONSECTION SECTIONSECTION SECTION A - C - B -3"(2) ƒ"Ø BOLTS 138 138 ‚" SLOTTED BOLT HOLES L3x4x‚ WITH Ž" x 1" TYP 5x5x‚ BENT PLATE, BG-138 DETAIL I BG-139 DETAIL H BG-139 DETAIL J BG-140 TYPE 4 CONNECTION BG-140 TYPE 3 CONNECTION BG-140 TYPE 1 CONNECTION, TYP BG-139 DETAIL L SHEET UD-9 CONNECTION, BG-140 AND PANEL WITH TYPE 5 DECORATIVE METAL CUTOUT BUILT-UP 24x24x… HSS 24x24x… OR ALL TUBES, TYP " END PLATE ON 4 1 6"SLOTTED BOLT HOLES EACH SIDE WITH 1" 5x5x‚ BENT PLATE HOLES SLOTTED BOLT L3x4x‚ WITH 1" ALL TUBES, TYP " END PLATE ON 4 1 13'-0" TYP 13'-0" TYP 13'-0" TYP 12'-3" MIN 12'-3" MIN " x 1" SLOTTED BOLT HOLES16 13 TYPE 1 CONNECTION WITH ILLUMINATION PLANS LUMINAIRE, SEE LEWIS ST OVERPASSRAILROAD SCREENING 1 OF 3CONSTRUCTIONPRELIMINARYNOT FORPLANSTYP A F EACH NUT AND (2) WASHERS (2) 3/4" x 3" BOLTS WITH TO TUBE, TYP HEX NUT WELDED HSS 16x16x‚" HSS 6x6x‚ BASE PLATE, TYP 2 PIECE ALUMINUM HSS 6x10x‚ BUILT-UP 24x24x… HSS 24x24x… OR BUILT-UP 24x24x…, TYP HSS 24x24x… OR HSS 6x6x‚ HSS 16x16x‚ BOLT, TYP TACK WELD 138 138 MESH ‰" GAUGE, TYP 2"x2" WELDED WIRE HSS 6x10x‚, TYP HSS 6x6x‚, TYP BG-138 DETAIL F BG-139 DETAIL G TYP EACH SIDE (3) 1‡" SLOTTED HOLE, AND (2) WASHERS AND (3) ƒ"Ø BOLTS WITH NUT TO TUBE, TYP HEX NUT WELDED (2) 1‡" SLOTTED HOLES 139 D K 139 JRP AB 3010020 DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCHJ-U-B ENGINEERS, INC.FILE : Engineers Surveyors Planners LAST UPDATED: $$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:20 PM11/12/2019 STRE BOR .E NEH PETSPR OFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHIN G TON18429 CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSPOST DETAIL BG-139 ‚" BASE PLATE DETAILTYP COLUMN CAP DETAIL G DETAIL H SPACING, EDGE DISTANCE, AND BOLT DETAILS. *SEE ILLUMINATION PLANS FOR SIZE, TYPE, J BUILT-UP 24x24x… HSS 24x24x… OR 6x10x‚ HSS ‚" PLATE HSS24x24 AS NECESSARY CUT SHORT TO FIT INSIDE BARRIER "Ø ANCHOR BOLTS4 3(4) D - SECTION J - SECTION 139 E - SECTION ‚" L - SECTION CONNECTION TYPE 3 CONNECTION TYPE 2 DETAILS H AND ILLUMINATION PLANS FOR ILLUMINATION BASE BOLTS SEE DETAIL 6x10x‚ HSS BARRIER "Ø ANCHOR BOLTS4 3(4) K - SECTION L 139 L4x4x‚x10, TYP 2" MAX, TYP TYP GRIND SMOOTH, L4x4x‚x10, TYP 2" MAX, TYP CONNECTION TYPE 1 ‚" PANEL METAL CUTOUT DECORATIVE3'-6"2"6"2"6"2"2"7"10"6"7"7"TYPE 4 CONNECTION PANEL METAL CUTOUT DECORATIVE7"10"6" AT PIERS SLOTTED HOLES HOLES OR 1" (2) ‡"Ø BOLT LEWIS ST OVERPASSRAILROAD SCREENING 2 OF 3CONSTRUCTIONPRELIMINARYNOT FORPLANS1'-11"1'-0"1"HSS 6x10x‚ EACH SIDE PLATE, TYP (2) 7/8" BOLT HOLE PLATE, TYP 21x3x‚ SIDE EACH SIDE EQUALLY SPACED DRILLING SCREWS STAR- HEADED SELF- (4) ‚" RECESSED AND PLANS FOR DETAILS PLATE SEE ILLUMINATION 2 PIECE ALUMINUM BASE TACK WELD, TYP ƒ" BOLT WITH OR "L" ANCHOR BOLT ROD WITH (2) NUTS AND WASHER ƒ"Ø ANCHOR BOLT OR ANCHOR PLANS FOR DETAILS TUBING, SEE ILLUMINATION 24x24x… OR BUILT-UP HSS 24x24x… MESH ‰" GAUGE, TYP 2"x2" WELDED WIRE PLATE ‚" SQUARE CAP REINFORCEMENT TYP. PILASTER HSS 6x6x‚ 2"x2" WIRE MESH HSS 6x10x‚ PEDESTRIAN BARRIER BARRIER PEDESTRIAN "L" ANCHOR BOLT NUTS AND WASHER OR ANCHOR ROD WITH (2) ƒ" ANCHOR BOLT OR TO PLATE, TYP HEX NUT WELDED SIDE OF BASE PLATE AT PIERS. SLOTTED BOLT HOLES ONE JOINT AT PIERS. PROVIDE 1" BASE PLATE PILASTER SUPPORT PLATE 1x11x11BASE 3•"3•"1•"1•" OR "L" ANCHOR BOLT (2) NUTS AND WASHER ANCHOR ROD WITH ƒ" ANCHOR BOLT OR1'-9"1" TYP3"11"1'-5"3"3„"3‚"1'-4"1•"HOLES, TYP (2) ‡"Ø BOLT 1•"ANCHOR BOLTS (3) #4 HOOPS AROUND BUILT UP 24x24x… HSS 24x24x… OR PLATE WASHER 4x4x… 1'-11" 2'-3" Form 704Overpass; Rev. 8/17/11 1 EASEMENT AGREEMENT Lewis Street Overpass – Pasco, Washington (Overpass Agreement) THIS EASEMENT AGREEMENT FOR AERIAL, BRIDGE INSPECTION AND MAINTENANCE, PIER, AND 15-FOOT ACCESS (BRIDGE MAINTENANCE AND INSPECTION) PURPOSES ("Easement Agreement") is made and entered into as of the ____ day of _________ 20__ ("Effective Date"), by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), and THE CITY OF PASCO, a Washington municipal corporation ("Grantee"). A.Grantor owns or controls certain real property situated at or near the vicinity of Pasco, County of Franklin, State of Washington, at Mile Post 145.63, Line Segment 46, as described or depicted on Exhibit "A" attached hereto and made a part hereof (the "Premises"). B.Grantor and Grantee have entered into that certain Overpass Agreement dated as of ____________________________ concerning improvements on or near the Premises (the “Overpass Agreement”). C.Grantee has requested that Grantor grant to Grantee an easement over, across, under and upon the Premises for the Easement Purposes (as defined below). D.Grantor has agreed to grant Grantee such easement, subject to the terms and conditions set forth in this Easement and in the Overpass Agreement incorporated herein as if fully set forth in this instrument which terms shall be in full force and effect for purposes of this Easement even if the Overpass Agreement is, for whatever reason, no longer in effect. NOW, THEREFORE, for and in consideration of the foregoing recitals which are incorporated herein, the mutual promises contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: Section 1 Granting of Easement. 1.1 Easement Purposes. The "Easement Purposes" shall be for permanent aerial, bridge inspection and maintenance, pier, and 15-foot access (bridge maintenance and inspection), as depicted on Exhibit “A” and legally described in Exhibit “A-1”. Any improvements to be constructed in connection with the Easement Purpose are referred to herein as "Improvements" and shall be constructed, located, configured and maintained by Grantee in strict accordance with the terms of this Easement Agreement and the Overpass Agreement. 1.2 Grant. Grantor does hereby grant unto Grantee a non-exclusive easement ("Easement") over the Premises for the Easement Purpose and for no other purpose. The Easement is granted subject to any and all restrictions, covenants, easements, licenses, permits, leases and other encumbrances of whatsoever nature whether or not of record, if any, relating to the Premises and subject to all with all applicable federal, state and local laws, regulations, ordinances, restrictions, covenants and court or administrative decisions and orders, including Environmental Laws (defined below) and zoning laws (collectively, "Laws"). Grantor may not make any alterations or improvements or perform any maintenance or repair activities within the Premises except in accordance with the terms and conditions of the Overpass Agreement. 1.3 Reservations by Grantor. Grantor excepts and reserves the right, to be exercised by Grantor and any other parties who may obtain written permission or authority from Grantor: (a)to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any existing pipe, power, communication, cable, or utility lines and EXHIBIT B Form 704Overpass; Rev. 8/17/11 2 appurtenances and other facilities or structures of like character (collectively, "Lines") upon, over, under or across the Premises; (b) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any tracks or additional facilities or structures upon, over, under or across the Premises; and (c) to use the Premises in any manner as the Grantor in its sole discretion deems appropriate, provided Grantor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Grantee for the Easement Purpose. Section 2 Term of Easement. The term of the Easement, unless sooner terminated under provisions of this Easement Agreement, shall be perpetual. Section 3 No Warranty of Any Conditions of the Premises. Grantee acknowledges that Grantor has made no representation whatsoever to Grantee concerning the state or condition of the Premises, or any personal property located thereon, or the nature or extent of Grantor's ownership interest in the Premises. Grantee has not relied on any statement or declaration of Grantor, oral or in writing, as an inducement to entering into this Easement Agreement, other than as set forth herein. GRANTOR HEREBY DISCLAIMS ANY REPRESENTATION OR WARRANTY, WHETHER EXPRESS OR IMPLIED, AS TO THE DESIGN OR CONDITION OF ANY PROPERTY PRESENT ON OR CONSTITUTING THE PREMISES, ITS MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE, THE QUALITY OF THE MATERIAL OR WORKMANSHIP OF ANY SUCH PROPERTY, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTOR SHALL NOT BE RESPONSIBLE TO GRANTEE OR ANY OF GRANTEE'S CONTRACTORS FOR ANY DAMAGES RELATING TO THE DESIGN, CONDITION, QUALITY, SAFETY, MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE OF ANY PROPERTY PRESENT ON OR CONSTITUTING THE PREMISES, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTEE ACCEPTS ALL RIGHTS GRANTED UNDER THIS EASEMENT AGREEMENT IN THE PREMISES IN AN "AS IS, WHERE IS" AND "WITH ALL FAULTS" CONDITION, AND SUBJECT TO ALL LIMITATIONS ON GRANTOR'S RIGHTS, INTERESTS AND TITLE TO THE PREMISES. Grantee has inspected or will inspect the Premises, and enters upon Grantor's rail corridor and property with knowledge of its physical condition and the danger inherent in Grantor's rail operations on or near the Premises. Grantee acknowledges that this Easement Agreement does not contain any implied warranties that Grantee or Grantee's Contractors (as hereinafter defined) can successfully construct or operate the Improvements. Section 4 Nature of Grantor's Interest in the Premises. GRANTOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND GRANTEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. In case of the eviction of Grantee by anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Grantor of the affected rail corridor, Grantor shall not be liable to refund Grantee any compensation paid hereunder. Section 5 Improvements. Grantee shall take, in a timely manner, all actions necessary and proper to the lawful establishment, construction, operation, and maintenance of the Improvements, including such actions as may be necessary to obtain any required permits, approvals or authorizations from applicable governmental authorities. Any and all cuts and fills, excavations or embankments necessary in the construction, maintenance, or future alteration of the Improvements shall be made and maintained in such manner, form and extent as will provide adequate drainage of and from the adjoining lands and premises of the Grantor; and wherever any such fill or embankment shall or may obstruct the natural and pre-existing drainage from such lands and premises of the Grantor, the Grantee shall construct and maintain such culverts or drains as may be requisite to preserve such natural and pre-existing drainage, and shall also wherever necessary, construct extensions of existing drains, culverts or ditches through or along the premises of the Grantor, such extensions to be of adequate sectional dimensions to preserve the present flowage of drainage or other waters, and of materials and workmanship equally as good as those now existing. In the event any construction, repair, maintenance, work or other use of the Premises by Grantee will affect any Lines, fences, buildings, improvements or other facilities (collectively, "Other Improvements"), Grantee will be responsible at Grantee’s sole risk to locate and make any adjustments necessary to such Other Improvements. Grantee must contact the owner(s) of the Other Improvements notifying them of any work that may damage these Other Improvements and/or interfere with their Form 704Overpass; Rev. 8/17/11 3 service and obtain the owner’s written approval prior to so affecting the Other Improvements. Grantee must mark all Other Improvements on the Plans and Specifications and mark such Other Improvements in the field in order to verify their locations. Grantee must also use all reasonable methods when working on or near Grantor property to determine if any Other Improvements (fiber optic, cable, communication or otherwise) may exist. The Grantee agrees to keep the above-described premises free and clear from combustible materials and to cut and remove or cause to be cut and removed at its sole expense all weeds and vegetation on said premises, said work of cutting and removal to be done at such times and with such frequency as to comply with Grantee and local laws and regulations and abate any and all hazard of fire. Section 6 Taxes and Recording Fees. Grantee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed upon the Improvements by any governmental or quasi- governmental body or any Taxes levied or assessed against Grantor or the Premises that are attributable to the Improvements. Grantee agrees to purchase, affix and cancel any and all documentary stamps in the amount prescribed by statute, and to pay any and all required transfer taxes, excise taxes and any and all fees incidental to recordation of the Memorandum of Easement. In the event of Grantee's failure to do so, if Grantor shall become obligated to do so, Grantee shall be liable for all costs, expenses and judgments to or against Grantor, including all of Grantor's legal fees and expenses. Section 7 Environmental. 7.1 Compliance with Environmental Laws. Grantee shall strictly comply with all federal, state and local environmental Laws in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) and the Toxic Substances Control Act (collectively referred to as the "Environmental Laws"). Grantee shall not maintain a "treatment," "storage," "transfer" or "disposal" facility, or "underground storage tank," as those terms are defined by Environmental Laws, on the Premises. Grantee shall not handle, transport, release or suffer the release of "hazardous waste" or "hazardous substances", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any Environmental Laws. 7.2 Notice of Release. Grantee shall give Grantor immediate notice to Grantor's Resource Operations Center at (800) 832-5452 of any release of hazardous substances on or from the Premises, violation of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Grantee's use of the Premises. Grantee shall use its best efforts to promptly respond to any release on or from the Premises. Grantee also shall give Grantor immediate notice of all measures undertaken on behalf of Grantee to investigate, remediate, respond to or otherwise cure such release or violation. 7.3 Remediation of Release. In the event that Grantor has notice from Grantee or otherwise of a release or violation of Environmental Laws which occurred or may occur during the term of this Easement Agreement, Grantor may require Grantee, at Grantee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises. If during the construction or subsequent maintenance of the Improvements, soils or other materials considered to be environmentally contaminated are exposed, Grantee will remove and safely dispose of said contaminated soils. Determination of soils contamination and applicable disposal procedures thereof, will be made only by an agency having the capacity and authority to make such a determination. 7.4 Preventative Measures. Grantee shall promptly report to Grantor in writing any conditions or activities upon the Premises known to Grantee which create a risk of harm to persons, property or the environment and shall take whatever action is necessary to prevent injury to persons or property arising out of such conditions or activities; provided, however, that Grantee's reporting to Grantor shall not relieve Grantee of any obligation whatsoever imposed on it by this Easement Agreement. Grantee shall promptly respond to Grantor's request for information regarding said conditions or activities. 7.5 Evidence of Compliance. Grantee agrees periodically to furnish Grantor with proof satisfactory to Grantor that Grantee is in compliance with this Section 7. Should Grantee not comply fully with the above- stated obligations of this Section 7, notwithstanding anything contained in any other provision hereof, Grantor Form 704Overpass; Rev. 8/17/11 4 may, at its option, terminate this Easement Agreement by serving five (5) days' notice of termination upon Grantee. Upon termination, Grantee shall remove the Improvements and restore the Premises as provided in Section 9. Section 8 Default and Termination. 8.1 Grantor's Performance Rights. If at any time Grantee, or Grantee's Contractors, fails to properly perform its obligations under this Easement Agreement, Grantor, in its sole discretion, may: (i) seek specific performance of the unperformed obligations, or (ii) at Grantee's sole cost, may arrange for the performance of such work as Grantor deems necessary for the safety of its rail operations, activities and property, or to avoid or remove any interference with the activities or property of Grantor, or anyone or anything present on the rail corridor or property with the authority or permission of Grantor. Grantee shall promptly reimburse Grantor for all costs of work performed on Grantee's behalf upon receipt of an invoice for such costs. Grantor's failure to perform any obligations of Grantee or Grantee's Contractors shall not alter the liability allocation set forth in this Easement Agreement. 8.2 Abandonment. Grantor may, at its option, terminate this Easement Agreement by serving five (5) days' notice in writing upon Grantee if Grantee should abandon or cease to use the Premises for the Easement Purpose. Any waiver by Grantor of any default or defaults shall not constitute a waiver of the right to terminate this Easement Agreement for any subsequent default or defaults, nor shall any such waiver in any way affect Grantor's ability to enforce any section of this Easement Agreement. 8.3 Effect of Termination or Expiration. Neither termination nor expiration will release Grantee from any liability or obligation under this Easement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date the Premises are restored as required by Section 9. 8.4 Non-exclusive Remedies. The remedies set forth in this Section 8 shall be in addition to, and not in limitation of, any other remedies that Grantor may have under the Overpass Agreement, at law or in equity. Section 9 Surrender of Premises. 9.1 Removal of Improvements and Restoration. Upon termination of this Easement Agreement, whether by abandonment of the Easement or by the exercise of Grantor's termination rights hereunder, Grantee shall, at its sole cost and expense, immediately perform the following: (a) remove all or such portion of Grantee's Improvements and all appurtenances thereto from the Premises, as Grantor directs at Grantor's sole discretion; (b) repair and restore any damage to the Premises arising from, growing out of, or connected with Grantee's use of the Premises; (c) remedy any unsafe conditions on the Premises created or aggravated by Grantee; and (d) leave the Premises in the condition which existed as of the Effective Date. 9.2 Limited License for Entry. If this Easement Agreement is terminated, Grantor may direct Grantee to undertake one or more of the actions set forth above, at Grantee's sole cost, in which case Grantee shall have a limited license to enter upon the Premises to the extent necessary to undertake the actions directed by Grantor. The terms of this limited license include all of Grantee's obligations under this Easement Agreement. Termination will not release Grantee from any liability or obligation under this Easement Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Grantee's Improvements are removed and the Premises are restored to the condition that existed as of the Effective Date. If Grantee fails to surrender the Premises to Grantor upon any termination of the Easement, all liabilities and obligations of Grantee hereunder shall continue in effect until Form 704Overpass; Rev. 8/17/11 5 the Premises are surrendered. Section 10 Liens. Grantee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Grantee on the Premises or attributable to Taxes that are the responsibility of Grantee pursuant to Section 6. Grantor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by Law to prevent the attachment of any such liens to any portion of the Premises; provided, however, that failure of Grantor to take any such action shall not relieve Grantee of any obligation or liability under this Section 10 or any other section of this Easement Agreement. Section 11 Tax Exchange. Grantor may assign its rights (but not its obligations) under this Easement Agreement to Goldfinch Exchange Company LLC, an exchange intermediary, in order for Grantor to effect an exchange under Section 1031 of the Internal Revenue Code. In such event, Grantor shall provide Grantee with a Notice of Assignment, attached as Exhibit G, and Grantee shall execute an acknowledgement of receipt of such notice. Section 12 Notices. Any notice required or permitted to be given hereunder by one party to the other shall be delivered in the manner set forth in the Overpass Agreement. Notices to Grantor under this Easement shall be delivered to the following address: BNSF Railway Company, Real Estate Department, 2500 Lou Menk Drive, Ft. Worth, TX 76131, Attn: Permits, or such other address as Grantor may from time to time direct by notice to Grantee. Section 13 Recordation. It is understood and agreed that this Easement Agreement shall not be in recordable form and shall not be placed on public record and any such recording shall be a breach of this Easement Agreement. Grantor and Grantee shall execute a Memorandum of Easement in the form attached hereto as Exhibit "B" (the "Memorandum of Easement") subject to changes required, if any, to conform such form to local recording requirements. Once Grantor and Grantee have approved the legal descriptions, Grantor and Grantee shall execute a Memorandum of Easement in the form attached hereto as Exhibit "B" (the "Memorandum of Easement"). The Memorandum of Easement shall be recorded in the real estate records in the county where the Premises are located. If a Memorandum of Easement is not executed by the parties and recorded as described above within thirty (60) days of the Effective Date, Grantor shall have the right to terminate this Easement Agreement upon notice to Grantee. Section 14 Miscellaneous. 14.1 All questions concerning the interpretation or application of provisions of this Easement Agreement shall be decided according to the substantive Laws of the State of Washington without regard to conflicts of law provisions. 14.2 In the event that Grantee consists of two or more parties, all the covenants and agreements of Grantee herein contained shall be the joint and several covenants and agreements of such parties. This instrument and all of the terms, covenants and provisions hereof shall inure to the benefit of and be binding upon each of the parties hereto and their respective legal representatives, successors and assigns and shall run with and be binding upon the Premises. 14.3 If any action at law or in equity is necessary to enforce or interpret the terms of this Easement Agreement, the prevailing party or parties shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which such party or parties may be entitled. 14.4 If any provision of this Easement Agreement is held to be illegal, invalid or unenforceable under present or future Laws, such provision will be fully severable and this Easement Agreement will be construed and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining provisions hereof will remain in full force and effect. In lieu of any illegal, invalid or unenforceable provision herein, there will be added automatically as a part of this Easement Agreement a provision as similar in its terms to such illegal, invalid or unenforceable provision as may be possible and be legal, valid and enforceable. Form 704Overpass; Rev. 8/17/11 6 14.5 This Easement Agreement is the full and complete agreement between Grantor and Grantee with respect to all matters relating to Grantee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Grantee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Grantee or Grantee's obligation to defend and hold Grantor harmless in any prior written agreement between the parties. 14.6 Time is of the essence for the performance of this Easement Agreement. ADMINISTRATIVE FEE 15. Grantee acknowledges that a material consideration for this agreement, without which it would not be made, is the agreement between Grantee and Grantor, that the Grantee shall pay upon return of this Agreement signed by Grantee to Grantor's Broker a processing fee in the amount of $2,000.00 over and above the agreed upon Acquisition Price. Said fee shall be made payable to BNSF Railway Company by a separate check. [Signature page follows] Form 704Overpass; Rev. 8/17/11 7 Witness the execution of this Easement Agreement as of the date first set forth above. GRANTOR: BNSF RAILWAY COMPANY, a Delaware corporation By: Name: Title: GRANTEE: THE CITY OF PASCO, a Washington municipal corporation By: Name: Title: EXHIBIT "A" EXHIBIT “A-1” Legal Description Included In Executed Easement Agreement EXHIBIT “B” MEMORANDUM OF EASEMENT MEMORANDUM OF EASEMENT THIS MEMORANDUM OF EASEMENT is hereby executed this ________ day of_________________, 20__, by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), whose address for purposes of this instrument is 2500 Lou Menk Drive, Fort Worth, Texas 76131, and THE CITY OF PASCO, a Washington municipal corporation ("Grantee"), whose address for purposes of this instrument is - 525 N 3rd Avenue, Pasco, WA 99301, which terms "Grantor" and "Grantee" shall include, wherever the context permits or requires, singular or plural, and the heirs, legal representatives, successors and assigns of the respective parties: WITNESSETH: WHEREAS, Grantor owns or controls certain real property situated in Franklin County, Washington as described or depicted on Exhibit "A-1" attached hereto and incorporated herein by reference (the "Premises'); WHEREAS, Grantor and Grantee entered into an Easement Agreement, dated _____________________________, 20__ (the "Easement Agreement") which set forth, among other things, the terms of an easement granted by Grantor to Grantee over and across the Premises (the "Easement"); and WHEREAS, Grantor and Grantee desire to memorialize the terms and conditions of the Easement Agreement of record. For valuable consideration the receipt and sufficiency of which are hereby acknowledged, Grantor does grant unto Grantee and Grantee does hereby accept from Grantor the Easement over and across the Premises. The term of the Easement, unless sooner terminated under provisions of the Easement Agreement, shall be perpetual. All the terms, conditions, provisions and covenants of the Easement Agreement are incorporated herein by this reference for all purposes as though written out at length herein, and both the Easement Agreement and this Memorandum of Easement shall be deemed to constitute a single instrument or document. This Memorandum of Easement is not intended to amend, modify, supplement, or supersede any of the provisions of the Easement Agreement and, to the extent there may be any conflict or inconsistency between the Easement Agreement or this Memorandum of Easement, the Easement Agreement shall control. 2 IN WITNESS WHEREOF, Grantor and Grantee have executed this Memorandum of Easement to as of the date and year first above written. GRANTOR: BNSF RAILWAY COMPANY, a Delaware corporation By: Name: Title: STATE OF TEXAS § § COUNTY OF TARRANT § This instrument was acknowledged before me on the ______ day of _________________, 20__, by ______________________________ (name) as ___________________________________(title) of BNSF RAILWAY COMPANY, a Delaware corporation. Notary Public My appointment expires: (Seal) 3 GRANTEE: THE CITY OF PASCO, a Washington municipal corporation By: Name: Title: STATE OF _______________ § § COUNTY OF _____________ § This instrument was acknowledged before me on the ______ day of _______________________, 20__, by ___________________________________ (name) as ______________________________(title) of ___________________________________, a ________________________________________. Notary Public My appointment expires: (Seal) 4 EXHIBIT "A-1" Legal Description Included In Executed Easement Agreement EXHIBIT "C" CONTRACTOR REQUIREMENTS 1.01 General: • 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the construction of the Lewis Street Overpass. • 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit “C-1” Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit “C-1”. Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh, USA, 214-303-8519. • 1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property. • 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or operations. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor (or any of its subcontractors), in Railway’s opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway’s Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, Railway may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway’s right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing: _______________________ _______________________ _______________________ _______________________ • 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations, including, but not limited to environmental laws and regulations (including but not limited to the Resource Conservation and Recovery Act, as amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations. The Contractor hereby indemnifies, defends and holds harmless Railway for, from and against all fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement. • 1.01.06 The Contractor must notify Agency at and Railway's Manager Public Projects, telephone number (206) 625-6152 at least thirty (30) calendar days before commencing any work on Railway Property. Contractor’s notification to Railway must refer to Railway's file ___________. • 1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor must furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal plans, the current “BNSF-UPRR Guidelines for Temporary Shoring” must be used for determining the design loading conditions to be used in shoring design, and all calculations and submittals must be in accordance with the current “BNSF-UPRR Guidelines for Temporary Shoring”. All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance-of-Way Association (previously known as American Railway Engineering Association) Coopers E-80 live loading standard. All drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as, cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans. • 1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner. The Contractor will have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway. 1.02 Contractor Safety Orientation • 1.02.01 No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway’s Engineering Contractor Safety Orientation, found on the web site www.BNSFContractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes Railway’s Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway’s Representative. 1.03 Railway Requirements • 1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency. • 1.03.02 The Contractor must notify the Railway's Division Engineer Wesley Pruitt at 509- 536-2545 and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property. • 1.03.03 The Contractor must abide by the following temporary clearances during construction:  15’-0” Horizontally from centerline of nearest track  21’-6” Vertically above top of rail  27'-0" Vertically above top of rail for electric wires carrying less than 750 volts  28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts  30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts  34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts • 1.03.04 Upon completion of construction, the following clearances shall be maintained:  25’ Horizontally from centerline of nearest track  23’ 6” Vertically above top of rail • 1.03.05 Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to the Agency and must not be undertaken until approved in writing by the Railway, and until the Agency has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or the State Regulatory Authority's approval. • 1.03.06 In the case of impaired vertical clearance above top of rail, Railway will have the option of installing tell-tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell-tales or protective devices will be borne by the Agency. • 1.03.07 The details of construction affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by Agency for approval before work is undertaken and this work must not be undertaken until approved by the Railway. • 1.03.08 At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing must be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor will be constructed and, at the completion of the project, removed at the expense of the Contractor. • 1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity. Contractor must not allow Railway Property to become a treatment, storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue. • 1.03.10 The Contractor upon completion of the work covered by this contract, must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative. 1.04 Contractor Roadway Worker on Track Safety Program and Safety Action Plan: • 1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.BNSFContractor.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site. • 1.04.02 Contractor shall have a background investigation performed on all of its employees, subcontractors and agents who will be performing any services for Railroad under this Agreement which are determined by Railroad in its sole discretion a) to be on Railroad’s property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical Information Systems, Railroad’s Employees, Hazardous Materials on Railroad’s property or is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving Railroad. The required background screening shall at a minimum meet the rail industry background screening criteria defined by the e-RAILSAFE Program as outlined at www.everifile.com, in addition to any other applicable regulatory requirements. Contractor shall obtain written consent from all its employees, subcontractors or agents screened in compliance with the e-RAILSAFE Program to participate in the Program on their behalf and to release completed background information to Railroad’s designee. Contractor shall be subject to periodic audit to ensure compliance. Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its employees, subcontractors or agents to perform services hereunder who are not first approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry onto its premises or access as described in this section above to any of Contractor's employees, subcontractors or agents who do not display the authorized identification badge issued by a background screening service meeting the standards set forth in the e-RAILSAFE Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to the safety or security of Railroad's operations, assets or personnel. Contractors shall be responsible for ensuring that its employees, subcontractors and agents are United States citizens or legally working in the United States under a lawful and appropriate work VISA or other work authorization. 1.05 Railway Flagger Services: • 1.05.01 The Contractor must give Railway’s Roadmaster (telephone 406-256-4079) a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger’s position). If flagging services are scheduled in advance by the Contractor and it is subsequently determined by the parties hereto that such services are no longer necessary, the Contractor must give the Roadmaster five (5) working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements. • 1.05.02 Unless determined otherwise by Railway’s Project Representative, Railway flagger will be required and furnished when Contractor’s work activities are located over, under and/or within twenty-five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25-feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions: • 1.05.02a When, upon inspection by Railway’s Representative, other conditions warrant. • 1.05.02b When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway facilities may be subject to movement or settlement. • 1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds. • 1.05.02d When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity. • 1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable. • 1.05.03 Flagging services will be performed by qualified Railway flaggers. • 1.05.03a Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative. • 1.05.03b Each time a flagger is called, the minimum period for billing will be the eight (8) hour basic day. • 1.05.03c The cost of flagger services provided by the Railway will be borne by Agency. The estimated cost for one (1) flagger is approximately between $800.00-$1,600.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT THE TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER WILL BE USED TO CALCULATE THE ACTUAL COSTS OF FLAGGING PURSUANT TO THIS PARAGRAPH. • 1.05.03d The average train traffic on this route is ______ freight trains per 24-hour period at a timetable speed ______ MPH and ______ passenger trains at a timetable speed of ______ MPH. 1.06 Contractor General Safety Requirements • 1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations. • 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s). • 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway’s Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the authority, (3) the method of communication to stop and resume work, and (4) location of the designated places of safety. Persons or equipment entering flag/work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing when working within 25 feet of the center line of track. • 1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railway's representative in charge of the project must be notified. A minimum of two employees must be present at all times. • 1.06.05 Any employees, agents or invitees of Contractor or its subcontractors under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied. • 1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site. • 1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railway's Property. • 1.06.08 All personnel protective equipment (PPE) used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.BNSFContractor.com, however, a partial list of the requirements include: a) safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats; c) safety shoe with: hardened toes, above-the-ankle lace-up and a defined heel; and d) high visibility retro-reflective work wear. The Railway’s representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi-visibility work wear. Hearing protection, fall protection, gloves, and respirators must be worn as required by State and Federal regulations. (NOTE – Should there be a discrepancy between the information contained on the web site and the information in this paragraph, the web site will govern.) • 1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS, MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT MUST NOT BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT-GRADE CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING, WHERE STORAGE OF THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE OF THE RAILWAY'S REPRESENTATIVE. • 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed specifications) • 1.06.11 Workers must not create and leave any conditions at the work site that would interfere with water drainage. Any work performed over water must meet all Federal, State and Local regulations. • 1.06.12 All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be; 200 KV or below - 15 feet; 200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000 KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be maintained. A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means. 1.07 Excavation: • 1.07.01 Before excavating, the Contractor must determine whether any underground pipe lines, electric wires, or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway’s Property could cause damage to buried cables resulting in delay to Railway traffic and disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF’s Field Engineering Representative (Bruce Sparling). All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating. • 1.07.02 The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings. If the obstruction is a utility and the owner of the utility can be identified, then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind, no work must be performed until the exact location has been determined. There will be no exceptions to these instructions. • 1.07.03 All excavations must be conducted in compliance with applicable OSHA regulations and, regardless of depth, must be shored where there is any danger to tracks, structures or personnel. • 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible. 1.08 Hazardous Waste, Substances and Material Reporting: • 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non-containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties: and (c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release. 1.09 Personal Injury Reporting • 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non-Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352-7595 and to the Railway’s Project Representative no later than the close of shift on the date of the injury. NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION (If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that injuries relate to that specific event.) Injured Person Type: Passenger on train (C) Non-employee (N) (i.e., emp of another railroad, or, non-BNSF emp involved in vehicle accident, including company vehicles) Contractor/safety sensitive (F) Contractor/non-safety sensitive (G) Volunteer/safety sensitive (H) Volunteer/other non-safety sensitive (I) Non-trespasser (D) - to include highway users involved in highway rail grade crossing accidents who did not go around or through gates Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around or through gates Non-trespasser (J) - Off railroad property If train involved, Train ID: ________________________________ Transmit attached information to Accident/Incident Reporting Center by: Fax 1-817-352-7595 or by Phone 1-800-697-6736 or email to: Accident-Reporting.Center@BNSF.com Officer Providing Information: (Name) (Employee No.) (Phone #) REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490 NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IT IS NOT INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY. 1. Accident City/St: 2. Date: Time: County: 3. Temperature: 4. Weather: (if non BNSF location) Mile Post / Line Segment: 5. Driver’s License No (and state) or other ID: SSN (required): 6. Name (last, first, mi): 7. Address: City: St: Zip: 8. Date of Birth: and/or Age: Gender: (if available) Phone Number: Employer: 9. Injury: 10. Body Part: (i.e., Laceration, etc.) (i.e., Hand, etc.) 11. Description of Accident (To include location, action, result, etc.): 12. Treatment: First Aid Only Required Medical Treatment Other Medical Treatment 13. Dr. Name: Date: 14. Dr. Address: Street: City: St: Zip: 15. Hospital Name: 16. Hospital Address: Street: City: St: Zip: 17. Diagnosis: REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490 EXHIBIT "C-1" Agreement Between BNSF RAILWAY COMPANY and the CONTRACTOR Railway File: _______________________________ Agency Project: _______________________________ [Insert contractor’s legal name here](hereinafter called “Contractor”), has entered into an agreement (hereinafter called “Agreement”) dated ______________, 2020, [insert the date of the contract between the Agency and the Contractor here] with City of Pasco for the performance of certain work in connection with the following project:Lewis Street Overpass. Performance of such work will necessarily require Contractor to enter BNSF RAILWAY COMPANY (hereinafter called "Railway") right of way and property (hereinafter called "Railway Property"). The Agreement provides that no work will be commenced within Railway Property until the Contractor employed in connection with said work for City of Pasco (i) executes and delivers to Railway an Agreement in the form hereof, and (ii) provides insurance of the coverage and limits specified in such Agreement and Section 3 herein. If this Agreement is executed by a party who is not the Owner, General Partner, President or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is empowered to execute this Agreement on behalf of Contractor. Accordingly, in consideration of Railway granting permission to Contractor to enter upon Railway Property and as an inducement for such entry, Contractor, effective on the date of the Agreement, has agreed and does hereby agree with Railway as follows: 1) RELEASE OF LIABILITY AND INDEMNITY Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments, awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors' acts or omissions or any work performed on or about Railway’s property or right-of-way. This obligation shall not include such claims, costs, damages, or expenses which may be caused by the sole negligence of Railway or its contractors, agents or employees; Provided, that if the claims or damages are caused by or result from the concurrent negligence or other acts or omissions of (a) Railway, its contractors, agents or employees and (b) Contractor, its subcontractors, agents or employees, this provision shall be valid and enforceable only to the extent of the negligence of the Contractor, its subcontractors, agents or employees. It is mutually negotiated between the parties that the indemnification obligation shall include all claims brought by Contractor’s employees against Railway, its agents, servants, employees or otherwise, and Contractor expressly waives its immunity under the industrial insurance act (RCW Title 51) and assumes potential liability for all actions brought by its employees. THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR INCLUDES ANY CLAIMS, SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE ACT OR THE LOCOMOTIVE INSPECTION ACT, WHENEVER SO CLAIMED. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or other process in connection therewith to Contractor, and Contractor, at Railway's discretion, must defend, adjust, or settle such suits and protect, indemnify, and save harmless Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing out of or resulting from or incident to any such claims or suits. In addition to any other provision of this Agreement, in the event that all or any portion of this Article shall be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an applicable court, legislative enactment or regulatory order, the parties agree that this Article shall be interpreted as requiring Contractor to indemnify Railway to the fullest extent permitted by applicable law. It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement survive any termination of this Agreement. 2) TERM This Agreement is effective from the date of the Agreement until (i) the completion of the project set forth herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and due hereunder. 3) INSURANCE Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $5,000,000 each occurrence and an aggregate limit of at least $10,000,000 but in no event less than the amount otherwise carried by the Contractor. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limit to the following: ♦ Bodily Injury and Property Damage ♦ Personal Injury and Advertising Injury ♦ Fire legal liability ♦ Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Waver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. It is agreed that the workers’ compensation and employers’ liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees. No other endorsements limiting coverage as respects obligations under this Agreement may be included on the policy with regard to the work being performed under this agreement. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned, used or hired The policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. C. Workers Compensation and Employers Liability insurance including coverage for, but not limited to: ♦ Contractor’s statutory liability under the worker’s compensation laws of the state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers’ Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. A. Railroad Protective Liability insurance naming only the Railway as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The policy Must be issued on a standard ISO form CG 00 35 12 04 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to remove any exclusion for punitive damages. ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Railway prior to performing any work or services under this Agreement ♦ Definition of “Physical Damage to Property” shall be endorsed to read: “means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured’ care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations. In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in Railway’s Blanket Railroad Protective Liability Insurance Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages. Contractor agrees to waive its right of recovery against Railway for all claims and suits against Railway. In addition, its insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Railway for all claims and suits. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railway for loss of its owned or leased property or property under Contractor’s care, custody or control. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Contractor is not allowed to self-insure without the prior written consent of Railway. If granted by Railway, any self-insured retention or other financial responsibility for claims shall be covered directly by Contractor in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Contractor’s insurance will be covered as if Contractor elected not to include a deductible, self-insured retention or other financial responsibility for claims. Prior to commencing services, Contractor shall furnish to Railway an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. The certificate should be directed to the following address: BNSF Railway Company c/o CertFocus P.O. Box 140528 Kansas City, MO 64114 Toll Free: 877-576-2378 Fax number: 817-840-7487 Email: BNSF@certfocus.com www.certfocus.com Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non-renewal, substitution or material alteration. Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best’s Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. If coverage is purchased on a “claims made” basis, Contractor hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this Agreement. Annually Contractor agrees to provide evidence of such coverage as required hereunder. Contractor represents that this Agreement has been thoroughly reviewed by Contractor’s insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement. Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway to the same extent and under the same terms and conditions as Contractor is required to release, defend and indemnify Railway herein. Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Contractor's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railway shall not be limited by the amount of the required insurance coverage. In the event of a claim or lawsuit involving Railway arising out of this agreement, Contractor will make available any required policy covering such claim or lawsuit. These insurance provisions are intended to be a separate and distinct obligation on the part of the Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work covered hereunder is performed. For purposes of this section, Railway shall mean “Burlington Northern Santa Fe LLC”, “BNSF Railway Company” and the subsidiaries, successors, assigns and affiliates of each. 4) SALES AND OTHER TAXES In the event applicable sales taxes of a state or political subdivision of a state of the United States are levied or assessed in connection with and directly related to any amounts invoiced by Contractor to Railway (“Sales Taxes”), Railway shall be responsible for paying only the Sales Taxes that Contractor separately states on the invoice or other billing documents provided to Railway; provided, however, that (i) nothing herein shall preclude Railway from claiming whatever Sales Tax exemptions are applicable to amounts Contractor bills Railway, (ii) Contractor shall be responsible for all sales, use, excise, consumption, services and other taxes which may accrue on all services, materials, equipment, supplies or fixtures that Contractor and its subcontractors use or consume in the performance of this Agreement, (iii) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) that Contractor fails to separately state on the invoice or other billing documents provided to Railway or fails to collect at the time of payment by Railway of invoiced amounts (except where Railway claims a Sales Tax exemption), and (iv) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) if Contractor fails to issue separate invoices for each state in which Contractor delivers goods, provides services or, if applicable, transfers intangible rights to Railway. Upon request, Contractor shall provide Railway satisfactory evidence that all taxes (together with any penalties, fines or interest thereon) that Contractor is responsible to pay under this Agreement have been paid. If a written claim is made against Contractor for Sales Taxes with respect to which Railway may be liable for under this Agreement, Contractor shall promptly notify Railway of such claim and provide Railway copies of all correspondence received from the taxing authority. Railway shall have the right to contest, protest, or claim a refund, in Railway’s own name, any Sales Taxes paid by Railway to Contractor or for which Railway might otherwise be responsible for under this Agreement; provided, however, that if Railway is not permitted by law to contest any such Sales Tax in its own name, Contractor shall, if requested by Railway at Railway’s sole cost and expense, contest in Contractor’s own name the validity, applicability or amount of such Sales Tax and allow Railway to control and conduct such contest. Railway retains the right to withhold from payments made under this Agreement amounts required to be withheld under tax laws of any jurisdiction. If Contractor is claiming a withholding exemption or a reduction in the withholding rate of any jurisdiction on any payments under this Agreement, before any payments are made (and in each succeeding period or year as required by law), Contractor agrees to furnish to Railway a properly completed exemption form prescribed by such jurisdiction. Contractor shall be responsible for any taxes, interest or penalties assessed against Railway with respect to withholding taxes that Railway does not withhold from payments to Contractor. 1) EXHIBIT “C” CONTRACTOR REQUIREMENTS The Contractor must observe and comply with all provisions, obligations, requirements and limitations contained in the Agreement, and the Contractor Requirements set forth on Exhibit “C” attached to the Agreement and this Agreement, including, but not be limited to, payment of all costs incurred for any damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or subcontractors on or about the construction site. Contractor shall execute a Temporary Construction Crossing Agreement or Private Crossing Agreement (http://www.bnsf.com/communities/faqs/permits-real-estate/), for any temporary crossing requested to aid in the construction of this Project, if approved by BNSF. 2) TRAIN DELAY Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, for the economic losses arising from loss of use of equipment, contractual loss of incentive pay and bonuses and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act to unnecessarily cause train delay. For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as determined from Railway's records. Any disruption to train traffic may cause delays to multiple trains at the same time for the same period. Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other grain, intermodal, coal and freight trains operate under incentive/penalty contracts between Railway and its customer(s). Under these arrangements, if Railway does not meet its contract service commitments, Railway may suffer loss of performance or incentive pay and/or be subject to penalty payments. Contractor is responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor or its subcontractors. The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the extent consistent with Railway confidentiality obligations. The rate then in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of train delay pursuant to this agreement. Contractor and its subcontractors must give Railway’s representative Bruce Sparling four (4) weeks advance notice of the times and dates for proposed work windows. Railway and Contractor will establish mutually agreeable work windows for the project. Railway has the right at any time to revise or change the work windows due to train operations or service obligations. Railway will not be responsible for any additional costs or expenses resulting from a change in work windows. Additional costs or expenses resulting from a change in work windows shall be accounted for in Contractor’s expenses for the project. Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains. IN WITNESS WHEREOF, each of the parties hereto has caused this Agreement to be executed by its duly authorized officer the day and year first above written. <%Contractor.LegalName%> BNSF Railway Company By: ________________________________ By: ________________________________ Printed Name: _______________________ Name: _____________________________ Manager Public Projects Title: _______________________________ Accepted and effective this ______day of 20__. Contact Person: ______________________ Address: ___________________________ City: _______________________________ State: _________ Zip: ________________ Fax: _______________________________ Phone: _____________________________ E-mail: _____________________________ EXHIBIT D BNSF Signal Estimate - $100,000 AUTHORITY FOR EXPENDITURE ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER : PLANITEM NUMBER :235120000 MILEPOST :145.699 RFA NUMBER :5950120 PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :CB960020 OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2020 JOINT FACILITY :CITY OF PASCO TRACK TYPE :3 BUDGET CLASS :6 % BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716 SPONSOR :VP ENGINEERING CENTER/ROLLUP :S3511 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ PURPOSE, JUSTIFICATION AND DESCRIPTION INSP - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO - INSPECTION ESTIMATE FOR THE LEWIS ST OP IN PASCO, WA PRIMARY FUNDING SOURCE IS STATE PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR 235120000 46 145.699 145.699 3 PASCO AMTRAK PASCO AMTRAK S INSPECTOR / COORDINATOR 2020 CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS LABOR COSTS 0 0 0 0 0 0 MATERIAL COSTS 0 0 0 0 0 0 OTHER COSTS 0 0 0 0 381,907 381,907 TOTALS 0 0 0 0 381,907 381,907 SYSTEM MAINTENANCE AND PLANNING PRINTED ON:07/23/2020 ESTIMATE REF. NUMBER:5950120 ESTIMATED BY:SAVARD COSTING DATE:07/23/2020 PRINTED BY:SAVARD Page 1 of 2 - ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR CITY OF PASCO LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :235120000 VERSION :1 PURPOSE, JUSTIFICATION AND DESCRIPTION INSP - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO INSPECTION ESTIMATE FOR THE LEWIS ST OP IN PASCO, WA REQUESTED BY STEPHEN SEMENICK 7/16/2020 PRIMARY FUNDING SOURCE IS STATE DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** TOTAL LABOR COST 0 0 ************* MATERIAL ************* TOTAL MATERIAL COST 0 0 ********** OTHER ********** INSPECTOR COORDINATOR 1.0 DAY 343,750 TOTAL OTHER ITEMS COST 343,750 343,750 PROJECT SUBTOTAL 343,750 CONTINGENCIES 34,375 BILL PREPARATION FEE 3,782 GROSS PROJECT COST 381,907 LESS COST PAID BY BNSF 0 TOTAL BILLABLE COST 381,907 Page 2 of 2 AUTHORITY FOR EXPENDITURE ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER : PLANITEM NUMBER :236401000 MILEPOST :145.699 RFA NUMBER :5950020 PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :CB960020 OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2020 JOINT FACILITY :CITY OF PASCO TRACK TYPE :3 BUDGET CLASS :6 % BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716 SPONSOR :VP ENGINEERING CENTER/ROLLUP :S3511 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ PURPOSE, JUSTIFICATION AND DESCRIPTION FLG - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO - FLAGGING ESTIMATE FOR LEWIS ST OP PROJECT IN PASCO, WA PRIMARY FUNDING SOURCE IS STATE PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR 236401000 46 145.699 145.699 3 PASCO AMTRAK PASCO AMTRAK S FLAGGING 2020 CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS LABOR COSTS 0 0 0 0 382,012 382,012 MATERIAL COSTS 0 0 0 0 0 0 OTHER COSTS 0 0 0 0 75,734 75,734 TOTALS 0 0 0 0 457,746 457,746 SYSTEM MAINTENANCE AND PLANNING PRINTED ON:07/23/2020 ESTIMATE REF. NUMBER:5950020 ESTIMATED BY:SAVARD COSTING DATE:07/23/2020 PRINTED BY:SAVARD Page 1 of 2 - ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR CITY OF PASCO LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :236401000 VERSION :1 PURPOSE, JUSTIFICATION AND DESCRIPTION FLG - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO FLAGGING ESTIMATE FOR LEWIS ST OP PROJECT IN PASCO, WA REQUESTED BY STEPHEN SEMENICK 7/16/2020 PRIMARY FUNDING SOURCE IS STATE DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** FLAGGING - PUBLIC CROSSING - CAP 3600.0 MH 121,800 PAYROLL ASSOCIATED COSTS 79,620 DA OVERHEADS 132,189 EQUIPMENT EXPENSES 27,088 INSURANCE EXPENSES 21,315 TOTAL LABOR COST 382,012 382,012 ************* MATERIAL ************* TOTAL MATERIAL COST 0 0 ********** OTHER ********** RENTAL VEHICLE 300.0 DAY 30,000 TOTAL OTHER ITEMS COST 30,000 30,000 PROJECT SUBTOTAL 412,012 CONTINGENCIES 41,201 BILL PREPARATION FEE 4,533 GROSS PROJECT COST 457,746 LESS COST PAID BY BNSF 0 TOTAL BILLABLE COST 457,746 Page 2 of 2 AUTHORITY FOR EXPENDITURE ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER : PLANITEM NUMBER :236771000 MILEPOST :145.669 RFA NUMBER :5900622 PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :C0000009 OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2022 JOINT FACILITY :CITY OF PASCO TRACK TYPE :9 BUDGET CLASS :6 % BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716 SPONSOR :VP ENGINEERING CENTER/ROLLUP :29125 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ PURPOSE, JUSTIFICATION AND DESCRIPTION PIP NWE DIV LAKESIDE SUB LS 46 MP 145.669 - 100% BILLABLE TO CITY OF PASCO -- TRACK ESTIMATE TO ACCOMMODATE REMOVAL AND REPLACEMENT OF TRACKS SPANNING THE EXISTING LEWIS ST UNDERPASS. PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR 236771000 46 145.669 145.669 9 PASCO AMTRAK PASCO AMTRAK S PUBLIC IMPROVEMENT PROJECT 2022 CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS LABOR COSTS 0 0 0 0 136,892 136,892 MATERIAL COSTS 0 0 0 0 238,739 238,739 OTHER COSTS 0 0 0 0 60,150 60,150 TOTALS 0 0 0 0 435,781 435,781 SYSTEM MAINTENANCE AND PLANNING PRINTED ON:02/02/2021 ESTIMATE REF. NUMBER:5900622 ESTIMATED BY:JONES COSTING DATE:01/01/2022 PRINTED BY:JONES Page 1 of 2 - ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR CITY OF PASCO LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :236771000 VERSION :1 PURPOSE, JUSTIFICATION AND DESCRIPTION PIP NWE DIV LAKESIDE SUB LS 46 MP 145.669 - 100% BILLABLE TO CITY OF PASCO TRACK ESTIMATE TO ACCOMMODATE REMOVAL AND REPLACEMENT OF TRACKS SPANNING THE EXISTING LEWIS ST UNDERPASS. REQUESTOR: STEPHEN SEMENICK 1/21/21 DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** PLACE FIELD WELDS - CAP 256.0 MH 8,781 REMOVE TRACK 43.2 MH 1,573 REPLACE TURNOUT(S) - CAP 500.0 MH 17,653 SIGNAL LABOR - CAP 40.0 MH 1,693 SURFACE TRACK - REPLACEMENT - CAP 192.0 MH 6,382 UNLOAD BALLAST - REPLACEMENT - CAP 30.0 MH 967 UNLOAD TURNOUT - REPLACEMENT - CAP 80.0 MH 2,835 PAYROLL ASSOCIATED COSTS 26,069 DA OVERHEADS 43,283 EQUIPMENT EXPENSES 20,679 INSURANCE EXPENSES 6,977 TOTAL LABOR COST 136,892 136,892 ************* MATERIAL ************* BALLAST, FOR GENERIC USE ONLY 500.0 NT **5,270 JOINT, COMPROMISE, 115 LB/112 LB, RH, 1R & 2R 12.0 PR **4,824 PNL TRK, 40FT,115SC,8FT 6IN,PNDRL,WOOD 1.0 EA **5,467 PNL TRK, 40FT,136SC,8FT 6IN,PNDRL,WOOD 8.0 EA **44,920 RAIL, TRANSN,BE,40 FT,136 - 1/4 WORN 132 12.0 EA 10,836 SIGNAL MATERIAL 1000.0 EA 1,000 TURNOUT 09-115 RH MAN RBM FROG 16.6 PT 1.0 EA **62,245 TURNOUT 09-136 LH MAN RBM 16.6 PT 1.0 EA **62,570 WELDKIT, GENERIC FOR ALL RAIL WEIGHTS 30.0 KT **2,250 MATERIAL HANDLING 9,966 ONLINE TRANSPORTATION 7,754 USE TAX 19,256 OFFLINE TRANSPORTATION 2,381 TOTAL MATERIAL COST 238,739 238,739 ********** OTHER ********** EQUIPMENT RENTAL - TURNOUT 2.0 LS 20,000 TOTAL OTHER ITEMS COST 20,000 20,000 PROJECT SUBTOTAL 395,631 CONTINGENCIES 35,835 BILL PREPARATION FEE 4,315 GROSS PROJECT COST 435,781 LESS COST PAID BY BNSF 0 TOTAL BILLABLE COST 435,781 Page 2 of 2 Exhibit E [Public Projects Manager’s letterhead] Date: ______________________ Mr./Ms. ______________________ _____________________________[Name of Agency Here] _____________________________[Address for Agency] _____________________________ Re: Final Approval of Plans and Specifications dated _________, 20__, drafted by J-U-B Engineers, Inc.] (hereinafter called, the “Plans and Specifications”) Dear _______________: This letter serves as BNSF RAILWAY COMPANY’s (“BNSF”) final written approval of the Plans and Specifications covering the construction of Lewis Street Overpass. This final written approval is given to the City of Pasco (“Agency”) pursuant to Article III, Section 1 of that certain Underpass Agreement between BNSF and Agency, dated __________, 20__, which this Exhibit E is attached to and made a part thereof. If the Plans and Specifications are revised by Agency subsequent to the date set forth above, this letter shall no longer serve as final written approval of the Plans and Specifications and Agency must resubmit said Plans and Specifications to BNSF for final written approval. It is understood that the approvals contained in this letter do not cover, the approvals of plans and specifications for any falsework, shoring, and demolition that may be subsequently submitted to BNSF by CITY or its contractor for approval. BNSF has not reviewed the design details or calculations for structural integrity or engineering accuracy. BNSF accepts no responsibility for errors or omissions in the design of the project. Regards, ___________________________ Stephen Semenick EXHIBIT F Grade Separations (FOR USE IN ANY C&M AGREEMENT FOR CONSTRUCTION OF AN OVERPASS OR AN UNDERPSS INITIATED BY A PUBLIC AGENCY) BNSF PROCESS REQUIREMENTS FOR DESIGN & CONSTRUCTION OF GRADE SEPARATION PROJECTS BY A PUBLIC AGENCY ON BNSF RIGHT OF WAY, WHICH IMPACT BNSF PROPERTY OR OPERATIONS 1.01 General: • 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the construction of Lewis Street Overpass. • 1.01.02 Definitions: • Operationally Critical, (OC): defined as Work that requires a submittal and acceptance by BNSF, which impacts, or could impact BNSF operations, on BNSF right-of-way or adjacent to it. • Acceptance: BNSF’s response to plan submittals indicating a notice to proceed with work in the field; Disclaimer for Acceptance: *BNSF has reviewed these submittals and no exceptions are taken with regard to BNSF's ability to use or accommodate the project as intended. BNSF has not reviewed the design details or calculations for structural integrity or engineering accuracy. BNSF accepts no responsibility for errors or omissions in the design or execution of the project. • Inspector/Coordinator, (I/C): A third party consultant which BNSF hires to assist in the coordination of the project on BNSF’s behalf. When referenced, “I/C” refers to the I/C team consisting of I/C-I, I/C- II, and the Resident Engineer (RE). The I/C team’s role is to ensure the project is constructed per accepted* plans and specifications for that portion of the project on BNSF right of way, as it affects BNSF. The I/C will monitor construction activities to ensure that improvements used by BNSF meet all requirements of BNSF, and accommodate railroad operations. • 1.01.03 The following submittals and actions are required by BNSF prior to Operationally Critical, (OC) Work being performed on BNSF property or above tracks being operated by BNSF Railway: 2.01 Submittals and Actions Required During the Project Design Phase: • 2.01.01 The Agency shall be the main contact for BNSF throughout the project. Agency shall be included on all correspondence relating to BNSF. • 2.01.02 Required Design Submittals: (Allow for 4 weeks for BNSF to review design submittals) Agency shall refer to the requirements of the UP/BNSF Guidelines on Grade Separation Projects when designing a grade separation which will impact BNSF Railway. Agency will be required to submit plans for BNSF review and comment. Plans shall not be labeled “final” until all comments have been addressed and BNSF has accepted* the plans. Examples of required design submittals may be, but are not limited to: Concept, vertical profile of Top of Rail, 30% plans and final plans The following submittals will require a Professional Engineer, (PE) stamp: Overpass design Underpass design Hydraulic study Any non-standard design of a structure which will carry train loading Work covered by a submittal shall not be performed in field without receiving Acceptance from BNSF. Work windows will not exceed 6 hours, so project should be designed accordingly. The following Disclaimer applies to BNSF acceptance of Agency design plans: *BNSF has reviewed these submittals and no exceptions are taken with regard to BNSF's ability to use or accommodate the project as intended. BNSF has not reviewed the design details or calculations for structural integrity or engineering accuracy. BNSF accepts no responsibility for errors or omissions in the design or execution of the project. 3.01 Submittals and Actions Required During the Construction Phase: • 3.01.01 The Agency shall be the main contact for BNSF throughout the project. Agency shall be included on all correspondence relating to BNSF. BNSF will NOT accept submittals directly from the Agency’s Contractor. • 3.01.02 BNSF will hire a consultant team to perform the duties of an Inspector/Coordinator, (I/C) on behalf of BNSF for the duration of the field construction of the project. The cost of the I/C will be reimbursable to BNSF by the Agency or their Contractor. BNSF requires the I/C team be involved in the project throughout the construction phase to represent BNSF. The I/C has authority to remove a contractor’s employee from BNSF property if that employee fails to comply with the BNSF safety policy, does not have proper PPE or otherwise ignores instructions regarding work on BNSF right-of-way. The I/C has authority to shut down work on BNSF right-of-way if the contractor works in a manner that is in violation of BNSF’s safety policy or FRA regulations. Anytime instructions to the contractor by BNSF or the I/C are not complied with, the project may be shut down. All equipment and personnel will be removed from BNSF property until issues causing the shutdown are resolved to BNSF’s satisfaction. • 3.01.03 Agency must hold a pre-construction meeting with contractor and BNSF prior to work beginning on BNSF property. The Pre-Construction meeting shall not be held until 30 days after I/C has been selected – this allows time for the I/C to become familiar with the project. Recommend scheduling two weeks prior to construction commencing to allow for adjustment to work plans, if needed. • 3.01.04 Required Construction Submittals: : (Allow for 4 weeks for BNSF to review submittals) All submittals should flow from the Contractor to the Agency, to the I/C Consultant, to the BNSF Project Engineer, (PE), and to BNSF Structures with responses back through the same communication chain. BNSF will not accept submittals directly from the Contractor. Any changes to the work governed by a submittal requires that the submittal be re-accepted* by BNSF before the work commences. Examples of construction submittals required include but are not limited to: Contractors Safety Action Plan, Fire Prevention Plan, Proposed Project Schedule, Demolition, Shoring, Falsework and Lifting of Materials. The following submittals will require a Professional Engineer, (PE) stamp: Critical Pick Plan (75% of capacity of crane, or multi-crane pick) Lifted Material Plan (Placement or Removal) – When lift is within temporary construction clearances and when list is within 25’ of the centerline of the nearest track Demolition Plan Temporary Shoring Plan Bracing Design Plan (non-standard only per DOT) For overpasses, Agency shall submit as-built plans of the structure, including final clearance dimensions to the I/C. Vertical clearance must be measured from the Top of Rail, horizontal clearance must be measured from the nearest track centerline. OPERATIONALLY CRITICAL WORK AND SUBMITTALS: (4 to 6 weeks review timeline) All OC work requires a submittal and acceptance* by BNSF. • Operationally Critical (OC) submittals are those that have the potential to affect the safe operation of trains and will need to be reviewed carefully. Work must be monitored to ensure it conforms to the submitted/accepted* plan. • In-person safety review meetings will be required with BNSF representative, I/C, Contractor and Agency representative for all OC work and must be documented. The purpose of the meeting is to ensure all parties understand BNSF requirements and are following the applicable submittals. When a track work window is required the meeting shall occur at least 48 hours in advance of work starting. • Submittals must meet the requirements of the UP Railroad - BNSF Railway Guidelines for Railroad Grade Separation Projects. Submittals must also follow the requirements outlined in BNSF Review Comment Sheets, Use of Cranes & Lifting of Materials Submittal Schedule, BNSF Guidelines for Preparation of Bridge Demolition & Removal Plan and the BNSF-UPRR Guidelines for Temporary Shoring. Some submittals are required to be sealed by a licensed professional engineer. a. See Table 3-1 for Overhead Structures in UP Railroad - BNSF Railway Guidelines for Railroad Grade Separation Projects b. See Table 3-2 for Underpass Structures UP Railroad - BNSF Railway Guidelines for Railroad Grade Separation Projects c. Examples of OC submittals included in the above are: i. Shoring (Follow BNSF-UPRR Guidelines for Temporary Shoring) ii. Falsework iii. Demolition (Need plans for substructure and superstructure. Follow BNSF Guidelines for Preparation of Bridge Demolition & Removal Plan) iv. Erection (overhead and underpass structures) v. Construction Phasing Plans d. Additional OC submittals required, but not included in the Guidelines are: i. All work plans that remove tracks from service (track outage windows require a detailed Gantt chart when greater than 2 hours) ii. Contingency plans iii. Additional OC submittals may be required on a project by project basis. For underpasses and other railroad bridges, as required in Sections 4.11 and 4.12 of the UP Railroad - BNSF Railway Guidelines for Railroad Grade Separation Projects, a RE will be on site full-time during construction, at the cost of the project. At the discretion of the RE, as accepted by BNSF, an I/C-I or I/C-II maybe assigned for field duties where the work is not critical to ensuring the bridge is built to accepted project plans and specification. • BNSF requires temporary and new track and railroad bridges be inspected by an FRA qualified BNSF employee prior to being placed into service. Two week advanced notice to BNSF structures department is required. For underpasses, all pile driving records are to be provided within 3-days of driving to the BNSF PE. • Agency shall submit an as-built survey of shoo-fly final alignments. Alignments must conform to BNSF Shoo-fly procedures. • 3.01.05 Prior to any work commencing on BNSF right of way: Contractors C/C-1 or Right of Entry must be fully executed and their insurance must be approved before they can perform work on BNSF property. Proof of Contractors insurance approval must be produced to the BNSF PE and the I/C. • 3.01.06 Contractor must adhere to all other BNSF policies and procedures not specifically mentioned in this agreement. Exhibit G Lewis Street Overpass Grade Separation Project Estimated Total Project Cost