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HomeMy WebLinkAboutContract 39279C-A bw UP Real Estate Folder No.: 2549-58 Agreement Number 2)01.Q-1 Cl CONSTRUCTION COORDINATION AGREEMENT DAVIDSON YARD FORT WORTH, TARRANT COUNTY, TEXAS THIS CONSTRUCTI"OORDINATION AGREEMENT (this "Aueement") is made and entered into as of the43 day of September, 2009 ("Effective Date"), by and among UNION .� PACIFIC RAILROAD COMPANY, a Delaware corporation ("Railroad"), the NORTH TEXAS TOLLWAY AUTHORITY, a regional tollway authority and political subdivision of the State of Texas ("NTTA"), and the CITY OF FORT WORTH, TEXAS, a Texas home -rule �. municipality (the "C�" ). RECITALS: The Railroad, the NTTA, the City, and the Texas Department of Transportation, an agency of the State of Texas ("TxDOT" and, together with the NTTA and the City, the "Project •� Partners"), have entered into that certain Southwest Parkway/SH 121 Union Pacific Railroad/Project Partners Formal Agreement executed as of January 8, 2009, as amended by a First Amendment to Formal Agreement dated as of May 19, 2009, a Second Amendment to Formal Agreement dated as of June 17, 2009, a Third Amendment to Formal Agreement dated as of August 20, 2009, a Fourth Amendment to Formal Agreement dated as of September 1, 2009 and a Fifth Amendment to Formal Agreement (the "Fifth Amendment") dated of even date IMP herewith (as amended, the "Formal Agreement"), pursuant to which the Railroad and the Project Partners established certain agreements and understandings with respect to the design, construction, operation and maintenance of Southwest Parkway/SH 121 ("SWP/SH 121"). Part of the development of SWP/SH 121 involves the design and construction of the two new SWP/SH 121 Bridges and the new Hulen Street Bridge, the design and construction of certain retaining walls and related drainage systems at various locations along the boundaries separating the North Mainline Bypass Tracks and other portions of the Railroad's Davidson Yard from the right of way of SWP/SH 121 and other properties of the Project Partners (the "NTTA Retaining Walls"), the demolition of the now -existing bridge carrying Hulen Street and the reconstruction of the so-called "Rosedale Connectors" connecting West Rosedale Street to IH 30 and the reconstruction of the West Rosedale Street bridge (the "Rosedale Work"), all of which shall take place upon, over, across or adjacent to the Davidson Yard, which is owned and operated by the Railroad (the "Crossiniz Project"). The SWP/SH 121 Bridges and the Hulen Street Bridge are grade separated overpass structures (sometimes herein called the "Structures") that will carry vehicular traffic traveling on SWP/SH 121 and Hulen Street, respectively, crossing over the Railroad's tracks in the Railroad's Davidson Yard in Fort Worth, Tarrant County, Texas. Each of the areas in which the Structures will be located (each a "Crossing Area" and collectively the "Crossine Areas") is separately shown and legally described on Exhibit A-1 and Exhibit A-2. The substructures, bridge decks and roadways of the Structures will be located in air rights parcels above the surface of the Crossing Areas (the "Crossing .-Arrea Roadway Parcels") and the foundations, footings, piers and supports for the Structures will be located in air rights, surface and subsurface parcels upon, below and above the Crossing Areas (the "Crossing Area Sunnort Parcels"), all as described more fully in the forms of the two (2) Grants ' ;;T. WORTH$ n � of Permanent. Easement for Highway Overpass in favor of NTTA and the City, respectively, in the forms attached to the Fifth Amendment (each a "Permanent Overpass Easement" and collectively the "Permanent Overpass Easements") which shall be executed and delivered upon the exchange of permanent property interests among the Project Partners and the Railroad pursuant to the Formal Agreement (the "Permanent Property Interest Transfer Date"). As contemplated by the Formal Agreement, and in connection with the Crossing Project, (a) the Railroad will design and construct the 4+4+4 Plan, including the design and construction of the North Mainline Bypass Tracks (other than certain components to be designed and constructed by NTTA, as provided in the Formal Agreement), (b) the Railroad will design and construct certain retaining walls and related drainage systems at various locations along the boundaries separating the North Mainline Bypass Tracks and other portions of the Railroad's Davidson Yard from the right of way of SWP/SH 121 and other properties of the Project Partners (the "Railroad Retainina Walls"), and (c) the Railroad has elected to design and construct the Trinity River Railroad Bridge, the easterly extension of trackage and certain other related improvements (collectively, the "Railroad Proiect"). In addition, the City will design and construct certain relocated and new water and sewer lines under the Railroad's Davidson- Yard, including without limitation certain work on the water ow meter vault serving Davidson Yard near Kimzey Street being reconfigured due to SWP/SH 121, (the "City Utility Work") as part of the development of SWP/SH 121 within permanent easement areas to be agreed along the centerlines described on Exhibit A-3 and within the license areas described in the First Amendment to Drainage and Waterway Agreement attached to the Fifth Amendment and utilizing the temporary staging and construction areas and access routes _ described on Exhibit A-4 (the "Temporary Utility Easements"). The City Utility Work does not include the new and relocated water and sewer lines the City has previously proposed to install east of the Railroad's bridge over the Fort Worth and Western Railroad right of way, which lines shall be installed under separate license agreements or amendments to existing license agreements between the City and the Railroad. After final approval by the Railroad of plans and specifications for the City Utility Work but no earlier than the Permanent Property Interest Transfer Date, the Railroad shall grant to the City perpetual easements and expanded license areas for the City Utility Work (the "Permanent Utility Easements and Licenses") in the forms attached to the Fifth Amendment. In addition, the NTTA hereby grants to the Railroad, effective on the Permanent Property Interest Transfer Date and continuing until the respective dates specified in Section 11.B, a temporary license to use the temporary staging and construction areas and access routes UPRR TE #2 and UPRR TE #2a, as shown on Exhibit A-5 attached hereto, for the sole purpose of accessing the site of the Railroad Project and staging the construction of its work for the Railroad Project, including storage of materials, vehicles, construction trailers, and equipment, and all other staging activities related to the construction of the Railroad Project. This temporary license shall not be deemed to create any permanent interests or permanent rights in or to the NTTA's property. Simultaneously with the execution of this Agreement, among other things, (a) the City and TxDOT are granting certain temporary licenses to the Railroad to facilitate the Railroad Project in the areas described on Exhibit F-1 and (b) the City and TxDOT are granting certain temporary licenses to the NTTA to facilitate the Crossing Project in the areas described on -2- 14792939\V-13 Exhibit F-2 (collectively, the "Temporary Easement, License and Maintenance Agreements"). - Upon the Permanent Property Interest Transfer Date, among other things, (a) the City and the Railroad, and NTTA and the Railroad, will each execute and deliver an Access and Maintenance Easement Agreement establishing the on -going maintenance rights and obligations of the Railroad and the City and NTTA, respectively, with respect to the Structures and the City Utility Work, in the forms attached to the Fifth Amendment, (b) the Railroad and the NTTA, and the Railroad and TxDOT, will each execute and deliver a Retaining Wall Access and Maintenance Easement Agreement in the forms attached to the Fifth Amendment granting certain reciprocal on -going access and maintenance rights with respect to the NTTA Retaining Walls and the Railroad Retaining Walls (collectively, the "Retaining Walls") and related drainage and encroachment rights and (c) the Railroad, the City, NTTA and TxDOT will execute and deliver an amendment to the existing Agreement between the Railroad, the City and TxDOT dated June 20, 1977, which granted TxDOT the right to install and maintain the "Rosedale Connectors" and West Rosedale Street bridge, reflecting the changes to such overpasses to be effected by the Rosedale Work in the form attached to the Fifth Amendment (collectively, together with the Permanent Overpass Easements and the Permanent Utility Easements and Licenses, the qW "Permanent Easement, License and Maintenance Agreements"). The Temporary Easement, License and Maintenance Agreements and the Permanent Easement, License and Maintenance Agreements are referred to herein collectively as the "Easement, License and Maintenance Agreements". aw The Railroad, the NTTA and the City are entering into this Agreement to describe, in greater detail, their understandings and agreements (as heretofore generally set forth in the Formal Agreement) regarding the coordination of their respective construction activities in connection with the initial design, construction and performance of the other elements of the work included in the Crossing Project, the Railroad Project and the City Utility Work (sometimes collectively called the "Project"). AGREEMENT: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, it is mutually agreed by and between the parties hereto as follows: Section 1. FORMAL AGREEMENT This Agreement is intended to supplement and complement those provisions of the Formal Agreement respecting the initial construction and performance of the Railroad Project by the Railroad during the UPRR Construction Period, the initial construction and performance of the City Utility Work by the City prior to the completion of the UPRR Construction Period, and the initial construction of the Structures and performance of the other elements of the Crossing Project by the NTTA within the Davidson Yard during the NTTA Construction Period and at such other time or times as the Railroad, the City and the NTTA are authorized to carry out their construction activities under, and as provided in, the Formal Agreement. To the extent of any conflict between this Agreement (including the Exhibits attached hereto and incorporated herein) and the Formal Agreement, the Formal Agreement shall control. Capitalized terms used but not defined in this Agreement shall have the meanings given to such terms in the Formal Agreement. 14792939\V-13 -3- Section 2. EXHIBITS B, C-1 and C-2 The general terms and conditions marked Exhibit B, the Railroad's General Coordination Requirements marked Exhibit C-1 and the Southwest Parkway -- UPRR Construction Coordination Constraints, Allowances and Requirements for Construction Over the Davidson Yard marked Exhibit C-2 are attached hereto and hereby made a part hereof. The NTTA shall cause the Crossing Project, and the City shall cause the City Utility Work, to be performed in accordance with all such terms, conditions and requirements, and the Railroad shall cause the Railroad Project to be performed in accordance with the terms and conditions of Exhibit B and otherwise comply with the provisions of Exhibit C-1 and Exhibit C-2 applicable to the Railroad. Exhibits C-1 and C-2 are subject to amendment pursuant to the terms of Section III.G.4. of the Formal Agreement. To the extent of any conflict between the text of this Agreement and Exhibit B and/or Exhibit C-1 and/or Exhibit C-2, the text of this Agreement - shall control. To the extent of any conflict between the text of Exhibit B, Exhibit C-1 or Exhibit D and the text of Exhibit C-2, the text of Exhibit C-2 shall control. To the extent of any conflict between the Formal Agreement and this Agreement, on the one hand, and any other agreement between the City and UPRR relating to the maintenance and/or demolition of the existing Hulen Street Bridge, on the other hand, the Formal Agreement and this Agreement shall control. Section 3. EASEMENT GRANTS For and in consideration of the Project Partners' agreement to perform and comply with the terms of the Formal Agreement, including, without limitation, the payment of the amounts required to be paid by the Project Partners to the Railroad pursuant to the Formal Agreement, and of the NTTA's and the City's agreement to perform and comply with the terms of this Agreement, the Railroad has granted and will grant to the Project Partners those easements, licenses and access rights as more fully described in the Easement, License and Maintenance Agreements, upon and subject to the terms and conditions therein set forth, which include, without limitation, (i) the right and license to construct, operate, maintain and repair the City Utility Work under the portions of the Davidson Yard depicted and legally described on Exhibit A-3, (ii) the right to construct, operate and maintain the substructures, bridge decks and related portions of the Structures and the foundations, footings, piers and supports for the Structures within the Crossing Area as provided in the Permanent Overpass Easements and (iii) the right to access the Structures, the NTTA Retaining Walls and the City Utility Work by passing across the surface of the Crossing Areas and other portions of Davidson Yard, consistent with the continued operation of the Davidson Yard (and, in the case of the initial construction and demolition, the Formal Agreement), for the construction of the Structures and NTTA Retaining Walls, the demolition of the existing Hulen Street Bridge and the performance of the City Utility Work, as well as for the performance of maintenance to the Structures, the NTTA Retaining Walls and the City Utility Work, all as more specifically provided for in the Easement, License and Maintenance Agreements. In addition, the Railroad hereby grants to NTTA and the City and their respective contractors, subcontractors, agents, consultants and employees a temporary license to install those elements of the Crossing Project and the City Utility Work, including without limitation the right to use the related temporary staging and construction areas and access routes shown on Exhibit A-4, which, pursuant to the Fifth Amendment and the current Construction Schedule, are projected to be installed within Davidson Yard during the UPRR Construction Period prior to the Permanent Property Interest Transfer Date (the "Early -4- 14792939\V-13 Proiect Work"), provided that all such Early Project Work shall be installed only in accordance with the Plans and only within the areas shown on the Plans. This temporary license shall not be deemed to create any permanent interests or permanent rights in or to the Railroad's property until the execution and delivery of the Permanent Easement, License and Maintenance Agreements. As provided in Section III.E. of the Formal Agreement, and as further provided in Exhibit C-1 and Exhibit C-2 to this Agreement, the rights of the NTTA and the City hereunder to enter the Davidson Yard to perform the Crossing Project and the City Utility Work, along with the rights of the Railroad to install the North Mainline Bypass Tracks on the parcels being licensed (and, eventually, conveyed) to the Railroad by the Project Partners and to perform the balance of the Railroad Project, are to be scheduled and sequenced pursuant to an agreed Construction Schedule that recognizes that (i) certain portions of the Railroad Project can only be commenced and completed after the successful completion by the City of the City Utility Work and the successful completion by the NTTA of certain portions of the Crossing Project, and (ii) certain portions of the Crossing Project can only be commenced and completed after the successful completion by the City of the City Utility Work and the successful completion by the Railroad of certain portions of the Railroad Project. Section 4. DEFINITION OF CONTRACTOR For purposes of this Agreement the term "Contractor" shall mean the contractor or contractors hired by the NTTA to perform any Crossing Project work or by the City to perform any City Utility Work on any portion of the Railroad's property and shall also include the Contractor's subcontractors and the Contractor's and subcontractor's respective employees, officers and agents, and others acting under its or their authority. Section 5. CONTRACTOR'S RIGHT OF ENTRY AGREEMENT — INSURANCE A. Prior to Contractor performing any work within the Davidson Yard involving the Crossing Project or the City Utility Work, the NTTA or the City, as the case may be, shall require its Contractor to: • execute the Railroad's Contractor's Right of Entry Agreement in the form attached hereto as Exhibit D; • obtain the insurance required in the Contractor's Right of Entry Agreement; and • provide such insurance policies, certificates, binders and/or endorsements to the Railroad. B. Each of the NTTA and the City confirms that it will inform each of its Contractors that it is required to execute such form of agreement and obtain the required insurance before commencing any work on any Railroad property. Under no circumstances will the Contractor be allowed on the Railroad's property without first executing the Railroad's Contractor's Right of Entry Agreement and obtaining the insurance set forth therein and also providing to the Railroad the insurance policies, binders, certificates and/or endorsements described therein. , For avoidance of doubt, it is understood that the foregoing obligation to execute the Contractor's Right of Entry Agreement and obtaining the insurance set forth therein -5- 14792939\V-13 shall be limited to direct Contractors of the NTTA or of the City, as the case may be, as opposed -- to subcontractors and sub -subcontractors. C. All insurance correspondence, binders, policies, certificates and/or endorsements shall be sent to: Senior Manager - Contracts Union Pacific Railroad Company Real Estate Department 1400 Douglas Street, Mail Stop 1690 Omaha, NE 68179-1690 UP File Folder No. 2549-58 Section 6. INTENTIONALLY DELETED [DELETION TO BE CONFIRMED] Section 7. PROJECT EXPENSES The NTTA, the City and the Railroad agree that all Project costs and expenses are to be borne by the Railroad, the NTTA and/or the City, as and to the extent provided in the Formal Agreement. Section 8. CONSTRUCTION ACCESS The Railroad hereby grants a license for temporary access pathways through, and temporary staging areas within, the Davidson Yard for the NTTA during the NTTA's construction of the Structures and the NTTA Retaining Walls along the north side of the Davidson Yard in the locations shown on Exhibit F-3 and on the special conditions described in Exhibit C-2. The NTTA's right to use the respective access and staging areas described on Exhibit F-3 shall expire with respect to each such access or staging area on the earlier of final - completion of all of the portions of NTTA's work on the Project that require the use of such access or staging area or the expiration of the NTTA Construction Period (as the same may be extended in accordance with the Formal Agreement). The Railroad hereby grants a license for temporary access pathways through and temporary staging areas within, the Davidson Yard for the City during the City's construction of the City Utility Work in the locations shown on Exhibit A-4 and on the special conditions described in Exhibit C-2, The City's rights to use such access and staging areas shall expire on the final completion of the City Utility Work being performed using such access or staging areas. Section 9. PLANS A. The NTTA shall prepare, or cause to be prepared by others, the plans and designs for the Structures and certain Retaining Walls and other portions of the Project for which the NTTA is to provide design services pursuant to the Formal Agreement, as, when and to the extent required by the Formal Agreement and the Construction Schedule, including, without limitation, all Retaining Walls to be constructed by the NTTA as a part of the Project. The City shall prepare, or cause to be prepared by others, the plans and designs for the City Utility Work as, when and to the extent required to meet the Construction Schedule. As provided in the -6- 14792939\V-13 .p Formal Agreement, the Railroad shall have the right to review such plans and designs for the •- purpose of confirming that the Structures, the City Utility Work and such other improvements for the Project will not temporarily (i.e., during construction) or permanently (i.e., after completion) impair the safety, productivity, or efficient operation of the Railroad's facilities in the Davidson Yard or the cost to the Railroad of constructing the Railroad Project and otherwise comply with the requirements of the Formal Agreement and this Agreement, including, without limitation, the Guidelines and Demolition Guidelines (as such terms are defined in Exhibit C-1 ' to this Agreement) (the "Design Reauirements"). A schedule of the Crossing Project plans and designs that have been submitted to and approved by the Railroad as of the Effective Date is attached as Exhibit E-1 to this Agreement, subject to the resolution to the mutual satisfaction of the NTTA and the Railroad of UPRR Review Comments to Section 2 dated August 26, 2009 and the UPRR - Wilson comments to Section 2B dated September 1, 2009, also attached as Exhibit E-1 to this Agreement. B. The Railroad shall prepare, or cause to be prepared by others, the plans and specifications for the portions of the Railroad Project for which the Railroad is to provide design services pursuant to the Formal Agreement, as, when and to the extent required by the Formal Agreement. As provided in the Formal Agreement, the Project Partners (including the NTTA) shall have the right to review the Railroad Project plans and specifications for the purpose of confirming that the Railroad's facilities within and without the Davidson Yard, giving effect to - the construction of the improvements comprising the Railroad Project, will not temporarily (i.e., during construction) or permanently (i.e., after completion) impair the safety, productivity, or efficient operation of the Structures, the other improvements comprising the Crossing Project, or the other facilities and improvements of the Project Partners (including, without limitation, Interstate Highway 30) or the cost to the NTTA and the City of constructing the Crossing Project or SWP/SH 121 (also called the "Design Reauirements") and otherwise comply with the requirements of the Formal Agreement and this Agreement. A schedule of the plans and specifications for the Railroad Project that have been submitted to NTTA and that the NTTA has _ confirmed satisfy the foregoing requirements, as of the Effective Date, is attached as Exhibit E-2 to this Agreement. C. The final one hundred percent (100%) completed plans for the Crossing Project and those Retaining Walls and other elements of the Project for which the NTTA is to provide .. design services under the Formal Agreement that are approved in accordance with the Formal Agreement and this Agreement are hereinafter referred to as the "Crossing Proiect Plans". The final one hundred percent (100%) completed plans for the City Utility Work that are approved in accordance with the Formal Agreement and this Agreement are hereinafter referred to as the "City Utilitv Plans". The final one hundred percent (100%) completed plans for the Railroad Project that are approved in accordance with the Formal Agreement and this Agreement are hereinafter referred to as the "Railroad Proiect Plans". The Crossing Project Plans, the City Utility Plans and the Railroad Project Plans are sometimes collectively called, the "Plans". D. No changes in the Crossing Project Plans or the City Utility Plans that the NTTA or the City, as the case may be, has determined in good faith may have a material and adverse impact on the Design Requirements applicable to the Railroad Project shall be made unless the Railroad has confirmed in writing that such changes do not violate the Design Requirements, as provided above. No changes in the Railroad Project Plans that the Railroad has determined in good faith may have a material and adverse impact on the Design Requirements applicable to the -7- 14192939\V-13 Crossing Project or SWP/SH 121 shall be made unless the NTTA has confirmed in writing that such changes do not violate the Design Requirements, as provided above. E. The procedures for submitting Project plans and specifications, and changes to Project plans and specifications, for approval in conformance with this Section 9 are set forth in Section 1.13 of Exhibit C-1 to this Agreement. It is expressly acknowledged and agreed that, prior to the Effective Date, the NTTA, the City and the Railroad and their respective contractors Y and consultants have devoted considerable time and expense in identifying and working together to resolve in a mutually satisfactory manner numerous co -existence issues and other Design Requirements with respect to the Project. The Construction Schedule attached as Exhibit G to this Agreement, the terms set forth in Exhibit C-1 and Exhibit C-2 addressing the necessary coordination issues between the parties and the plans and specifications approved by the Railroad and the NTTA as of the Effective Date, schedules of which are attached hereto as Exhibit E-1 and Exhibit E-2 reflect the parties' considered resolution of such co -existence issues and other Design Requirements as of the Effective Date and also form the basis on which all parties have commenced pricing and bidding activities for their respective portions of the Project. Accordingly, each of the NTTA, the City and the Railroad agrees not to withhold its approval of plans and specifications, or changes to plans and specifications, submitted to it after the Effective Date, if such plans and specifications, or such changes, are consistent (in relation to { the Design Requirements) with the plans and specifications previously approved by it. F. Upon completion of the Structures, the NTTA, at its expense, shall furnish to the Railroad three (3) sets of reproducible "as constructed" Crossing Project Plans for the Structures. Upon completion of the City Utility Work, the City, at its expense, shall furnish to the Railroad three (3) sets of reproducible "as constructed" City Utility Plans for the City Utility Work. Upon completion of the Railroad Project, the Railroad, at its expense, shall furnish to the NTTA three (3) sets of reproducible "as constructed" Railroad Project Plans for the Railroad Project. Upon completion of the Railroad Project, the Railroad, at its expense, shall furnish to the City three (3) sets of reproducible "as constructed" Railroad Project Plans for the Railroad Project. G. The Railroad's review and approval of any Crossing Project Plans or City Utility Plans in no way relieves the NTTA or the City or any of their respective Contractors from their respective responsibilities, obligations and/or liabilities under this Agreement or the Formal Agreement, and will be given with the understanding that the Railroad makes no representations or warranty as to the validity, accuracy, legal compliance or completeness of such Crossing Project Plans or City Utility Plans and that any reliance by the NTTA or the City or any such r Contractor on such Crossing Project Plans or City Utility Plans is at the risk of the NTTA, the City and each such Contractor. H. The NTTA's and the City's review and approval of any Railroad Project Plans in no way relieves the Railroad from its responsibilities, obligations and/or liabilities under this Agreement or the Formal Agreement, and will be given with the understanding that neither the NTTA nor the City makes any representations or warranty as to the validity, accuracy, legal compliance or completeness of such Railroad Project Plans and that any reliance by the Railroad on such Railroad Project Plans is at the risk of the Railroad. -8- 14792939\V-13 Section 10. NON -RAILROAD IMPROVEMENTS A. Submittal by the City of plans and specifications for protecting, encasing, reinforcing, relocating, replacing, removing and abandoning in place all non -railroad owned facilities (the "Non Railroad Facilities") affected by the City Utility Work, including, without limitation, utilities, fiber optics, pipelines, wirelines, communication lines and fences is required under Section 9. The City's Non Railroad Facilities plans and specifications shall comply with Railroad's applicable standard specifications and requirements, including, without limitation, American Railway Engineering and Maintenance -of -Way Association ("AREMA") standards and guidelines. Railroad has no obligation to supply land for any Non Railroad Facilities that are required to be relocated or abandoned in place by the City Utility Work beyond the Railroad's obligations under the Formal Agreement, and the Railroad does not waive its right to assert preemption defenses, challenge the right -to -take, or pursue compensation in any condemnation action, regardless if the City's submitted Non Railroad Facilities plans and specifications comply with Railroad's standard specifications and requirements. Railroad has no obligation to permit any Non Railroad Facilities to be abandoned in place or relocated on Railroad's property. B. Upon Railroad's approval of the City's submitted Non Railroad Facilities plans and specifications, Railroad will attempt to incorporate them into new agreements or supplements of existing agreements with Non Railroad Facilities' owners or operators. Railroad may use its standard terms and conditions, including, without limitation, its standard license fee and administrative charges when requiring supplements or new agreements for Non Railroad Facilities. Non Railroad Facilities work shall not commence before a supplement or new agreement has been fully executed by Railroad and the Non Railroad Facilities owner or operator, or before the Railroad and the City mutually agree in writing to (i) deem the approved Non Railroad Facilities plans and specifications to be Plans pursuant to Section 9.B., (ii) deem the Non Railroad Facilities part of the City Utility Work, and (iii) supplement this Agreement with terms and conditions covering the Non Railroad Facilities. C. For avoidance of doubt, this Section 10 is applicable only to the City and the City Utility Work, and is not in any way applicable to the NTTA or the Crossing Project. Section 11. COOPERATION, RAILROAD'S COORDINATION REOUIREMENTS A. As provided in the Formal Agreement, the Construction Schedule and Exhibit C-1 and Exhibit C-2, the NTTA, the City and the Railroad have scheduled and sequenced the performance of their respective construction obligations so as to minimize disruption to Davidson Yard operations while permitting the NTTA to achieve completion by the scheduled opening for that portion of SWP/SH 121 containing the Crossing Project on March 28, 2013. The current Construction Schedule is attached hereto as Exhibit G. The Construction Schedule shall be amended from time to time in accordance with, and as contemplated by, the Formal Agreement and as contemplated by Section 1.15 of Exhibit C-1. B. Without limiting the generality of the foregoing, certain portions of the Crossing Project that are to be performed in the temporary license areas granted to the NTTA by TxDOT and the City as identified in Exhibit F-2 can only be performed if the Railroad completes its work in the temporary license areas granted to the Railroad by TxDOT and the City as identified -9- 147929J9\V-11 in Exhibit F-1 and by the NTTA as identified in Exhibit A-5 by the following dates (as such dates may be extended in accordance with the Formal Agreement): UPRR TE #1 -June 28, 2011 UPRR TE #6 - December 31, 2010 UPRR TE #2 - September 15, 2010 UPRR TE #7 - December 31, 2010 UPRR TE #2a - September 15, 2010 UPRR TE #8 - May 1, 2010 UPRR TE #3 - May 1, 2011 UPRR TE #9 - October 30, 2011 UPRR TE #4 - June 30, 2010 UPRR TE #10 - October 30, 2011 UPRR TE #5 - June 30, 2010 If the NTTA is unable to obtain access to such areas by the respective dates set forth above (as such dates may be extended by events that give rise to an extension in the UPRR Construction Period), the NTTA shall be entitled to an extension in the NTTA Construction Period as and to the extent provided for in the Formal Agreement. C. Each of the NTTA and the City, at its own expense, shall ensure that each of its respective Contractors complies in all material respects with all of the terms and conditions contained in the Railroad's Coordination Requirements that are described in Exhibit C-1 and in the Construction Coordination Constraints, Allowances and Requirements that are described in Exhibit C-2. Such requirements are subject to amendment if hereafter required pursuant to the terms of Section III.G.4. of the Formal Agreement. Section 12. EFFECTIVE DATE; TERM; TERMINATION A. This Agreement is effective as of the Effective Date first herein written and shall continue in full force and effect until and unless terminated pursuant to Section 12.B. B. The parties acknowledge and agree that all termination rights with respect to the Formal Agreement, as provided in Section II.A.4. or Section III.L. thereof, have previously expired. This Agreement shall terminate simultaneously with, and without the necessity of additional notice, following the final completion of the City Utility Work, the Railroad Project and the Crossing Project, including, without limitation, the final completion of the Structures and the Retaining Walls, the demolition of the existing Hulen Street Bridge (and the removal and disposal of all debris resulting from such demolition) and the final completion of the Rosedale Work. The Permanent Easement, License and Maintenance Agreements shall survive the termination of this Agreement and shall be the sole agreements governing the relationship of the parties thereafter with respect to the use, operation, maintenance, repair, reconstruction, and demolition of the Structures, the Retaining Walls, the City Utility Work, and the Crossing Areas. _ Section 13. CONDITIONS TO BE MET BEFORE NTTA OR CITY CAN COMMENCE WORK A. Neither the NTTA nor the City nor any of their respective Contractors may commence any work within the Crossing Areas or on any other Railroad property until: (i) The Railroad, the City and the NTTA have executed this Agreement. (ii) The conditions precedent to commencement of the applicable portion(s) of _ the work set forth in the Formal Agreement have been satisfied. -10- 14792939\V-13 (iii) Each applicable Contractor has executed Railroad's Contractor's Right of Entry Agreement and has obtained and/or provided to the Railroad the insurance policies, certificates, binders, and/or endorsements required under the Contractor's Right of Entry Agreement. (iv) Each applicable Contractor has given the advance notice(s) required under the Contractor's Right of Entry Agreement to the Railroad Representative named in the Contractor's Right of Entry Agreement. B. Railroad covenants and agrees that Railroad shall exercise all rights of Railroad - under the Contractor's Right of Entry Agreements in a manner that is consistent with the terms and provisions of this Agreement and the Formal Agreement. It is understood and agreed that Railroad shall have no greater rights with respect to the performance of the work by reason of the Contractor's Right of Entry Agreements than is provided in this Agreement and the Formal Agreement. Section 14. FUTURE PROJECTS Future projects involving maintenance, repair, reconstruction, renewal and/or demolition of the Structures, the Retaining Walls and the City Utility Work shall be governed by the Permanent Easement, License and Maintenance Agreements. Section 15. ASSIGNMENT; SUCCESSORS AND ASSIGNS A. Except as provided in Section III.G.6. of the Formal Agreement and in Section 13 of the Fifth Amendment, neither the Railroad nor the NTTA nor the City shall assign this Agreement without the prior written consent of the other. - B. Subject to the provisions of Section B.A. above, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the Railroad, the City and the NTTA. Section 16. MISCELLANEOUS A. All notices under this Agreement (except as otherwise provided in Section 5.C. above) shall be delivered to the Railroad or the City or the NTTA, as the case may be, at the respective addresses and pursuant to the procedures set forth in the Formal Agreement. B. The NTTA, the City and the Railroad agree that any disputes between them arising out of or relating to this Agreement, including, without limitation, all rights to receive do payments from, or the benefits of performance by, the other party under or as a result of this Agreement shall be resolved exclusively pursuant to the dispute resolution procedures set forth in Section III.P.9. and Section III.R. of the Formal Agreement. C. Without in any manner abrogating or otherwise affecting any obligation of the Project Partners to the Railroad, this Agreement does not affect the rights and obligations of TxDOT, the City and the NTTA amongst themselves regarding the development of SWP/SH 121. -11- 14792939\V-13 D. Each of the parties, as a Representing Party, ratifies and affirms as of the date hereof, the representations and warranties set forth in Section III.P.10. of the Formal Agreement, it being agreed that this Agreement constitutes an "Additional Document" for purposes thereof. Without limiting the foregoing, the signatories to this Agreement warrant that each has the authority to enter into this Agreement on behalf of the party represented. E. The liability of the NTTA, the City and the Railroad under this Agreement shall be subject to Section III.P.13. of the Formal Agreement, including the exceptions to the limitations set forth in said Section III.P.13. Without limitation of the foregoing, it is understood and agreed that any actual, direct damages incurred by the Railroad, the City or the NTTA under this Agreement shall be aggregated with any actual, direct damages incurred by the Railroad and the Project Partners (respectively) under the Formal Agreement for purposes of the maximum cumulative amount of liability to which such parties may be liable, as specified in the Formal Agreement. F. This Agreement may be executed in multiple counterparts, each of which for all purposes is deemed an original, and all of which constitute collectively one Agreement. Signatures of this Agreement transmitted by facsimile or via electronic mail (*.pdf or similar file types) shall be valid and effective to bind the party so signing. G. In the event any provision of this Agreement is found to be void or violative of public policy or otherwise unenforceable, the remainder of this Agreement shall continue to be effective and enforceable notwithstanding such finding. H. The Railroad expressly acknowledges and agrees that the NTTA is not M' responsible' or liable for the performance (or non-performance) by the City of its obligations under this Agreement and that the City is not responsible or liable for the performance (or non- performance) by the NTTA of its obligations under this Agreement. I. The following Exhibits and Schedules to this Agreement are attached hereto and incorporated herein by reference: Exhibit A-1: Depiction and Legal Description of Crossing Area (SH 121 Bridges) -- Parcel 58E Part I Exhibit A-2: Depiction and Legal Description of Crossing Area - (Hulen Street Bridge) -- Parcel 58E Part 2 Exhibit A-3: Descriptions of Easements for City Utility Work - Parcels 23PE - 1 to - 4 Exhibit A-4 Temporary Construction, Staging and Access for City Utility Work .. Exhibit A-5 Temporary Construction, Staging and Access for Railroad Work -- Parcels UPRR TE #2 and UPRR TE #2a Exhibit B: Terms and Conditions Exhibit C-1: Railroad General Coordination Requirements Schedule 1 to Exhibit C-1: BNSF and UPRR Guidelines for Railroad Grade Separation Projects Schedule 2 to Exhibit C-1: Guidelines for Preparations of a Bridge Demolition -12- 14792939\V-13 M -40 and Removal Plan for Structures over a Railroad .. Schedule 3 to Exhibit C-1: Guidelines for Temporary Shoring Exhibit C-2: Southwest Parkway -- UPRR Construction Coordination Constraints, Allowances and Requirements for Construction over the Davidson Yard Exhibit D: Contractor's Right of Entry Agreement Exhibit A to Exhibit D: Description of Work Area Exhibit B to Exhibit D: Term and Conditions Exhibit C to Exhibit D: Insurance Requirements Exhibit D to Exhibit D: Safety Requirements Exhibit E-1: Approved Crossing Project Plans and UPRR Review Comments and UPRR-Wilson Comments " Exhibit E-2: Approved Railroad Project Plans Exhibit F-1: Temporary Construction Access and Staging Areas (TxDOT or City to Railroad) -- Parcels UPRR TE 1 .. and 3-10 Exhibit F-2: Tern,porary Construction Access and Staging Areas (TxDOT and City to NTTA) Exhibit F-3: Temporary Construction Access and Staging Areas w (Railroad to NTTA) - Parcels SWP Access 1, 2, 3 and Exhibit G: Construction Schedule [Signature Page Follows] Ow 14792939\V-13 -13- r IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as .r of the Effective Date first herein written. UNION PACIFIC RAILROAD COMPANY (Federal Tax ID #94-6001323) By: Pria Name:1 MIGhaelf11111�r Title: NORTH TEXAS TOLLWAY AUTHORITY .. By: Printed Name: Title: APPROVED AS TO FORM: LOCKE LORD BISSELL & LIDDELL, LLP, General Counsel By: Printed Name: Title: CITY OF FORT WORTH By: Fernando Costa Assistant City Manager APPROVED AS TO FORM: By: Amy J. Ramsey Assistant City Attorney WNW OFFICIAL RECORD CITY SECRETARY FT 14792979\V-17 -14- tWORTH, TX s IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as sw of the Effective Date first herein written. WW 9M rF r UNION PACIFIC RAILROAD COMPANY (Federal Tax ID #94-6001323) By: Printed Name: Title: NORTH TEXAS TOLLWAY AUTHORITY By: j 'h. - Printed Name:l.. Title: APPROVED AS TO FORM: LOCKE LORD BISSELL & LIDDELL, LLP, General Counsel �4 By. _Y - Printe Name: Frn Title: oo.'s—.— CITY OF FORT WORTH By: Fernando Costa Assistant City Manager APPROVED AS TO FORM: LIM -14- Amy J. Ramsey Assistant City Attorney t' OFFICIAL RECORD f:ITY SECRETARY FT WORTH, TX 14M939\V-13 r '4s IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the Effective Date first herein written. OFFICIAL RECORD CITY SECRETARN rzT: WORTH, TX 14792939\V-13 L -- UNION PACIFIC RAILROAD COMPANY (Federal Tax ID #94-6001323) By: Printed Name: Title: NORTH TEXAS TOLLWAY AUTHORITY By: Printed Name: Title: APPROVED AS TO FORM: LOCKE LORD BISSELL & LIDDELL, LLP, General Counsel By: Printed Name: Title: CITY OF FORT WORTH Fernando Costa Assistant City Manager APPROVED A O FORM: By: Amy J. Ra e Assistant City Attorney Attest oamjHendrix, City Sec et contract huthoriZatiOa - 14 - cr Date EXHIBIT A-1 TO CONSTRUCTION COORDINATION AGREEMENT i Depiction and Lezal Description of Crossing Area (SH 121 Bridges) i [Parcel 58E-PT 1 ] bw i ;4 bw i' 14792939\V-13 A-1-1 Parcel No. SSE-PT1 ROW CSJ: 0504-62�-01$ Date: July 10, 2009 Exhibit A, Page 2 of 5 Pages (7) THENCE with said curve to the right, an arc length of 88.08 feet to a point for corner in the apparent southerly right-of-way line of West Vickery Boulevard, said point being the beginning of a curve to the left having a radius of 1200.00 feet, a central angle of 03 degrees 04 minutes 24 seconds and whose radius bears a radial bearing of Forth 54 degrees 31 minutes 06 seconds West; (8) THENCE with said curve to the left and with the apparent sout ewlyrright-of-• Y We of said West Vickery Boulevard, an arc length of 6437 feet to a point for corner; (9) THENCE North 32 degrees 24 minutes 30 seconds East, with the apparent sourly right-of-way line of said West Vickery Boulevard, a distance of 221.53 feet to a R O.W. Marker set for corner in the proposed northerly right-of-way line of said State 4 ' 121, said point being 67.46 feet right of and at right angles -to centetline xWwa 474+23.95 of the proposed centerline of State Highway 121; (10) THENCE South 54 degrees 49 minutes 20 seconds East, with a proposed. westerly,$ht y. of -way line of said State Highway 121, a distance of 148.46 feet a R.O.W. Mac for' corner in the proposed southerly right-of-way line of said State Highway 121d said R.O.W. Marker being the beginning of a curveto the left having a ram of 1.884446 , A0 a central angle of 01 degrees 01 minutes 32 seconds and whose radius- be - a IsM, bearing of North 35 degrees 34 minutes 19 seconds West; (11) THENCE with said curve to the left, an arc length -of 33.73 €ems to a }mot for (12) THENCE South 35 degrees 18 minutes 53 seconds West, a distance of 10.40 f"'. -to a .. t point for the beginning of a curve to the left having a radius of 1348-39 feet; a.. htrui �� angle of 15 degrees 13 minutes 17 seconds and 'use radhas bo='a-radial beo drf South 52 degrees 39 minutes 06 seconds East; .._Y (13) THENCE with said curve the left, an arc length of 358.22 feet to a pout for corner (14) THENCE South 22 degrees 07 minutes 37 seconds West, a distance of 214.47 feet to -a point for corner; (15) THENCE South 31 degrees 32 minutes 48 seconds East, a distance of 23.92 feet to, a, point for corner; (16) THENCE South 58 degrees 27 minutes 12 seconds West, a distanco of 32.5416,Awto's point for corner GORRONDONA & ASSOCIATES, INC. 6707 BRENTWOOD STAIR ROAD SUITESO A R' w[ IMT TEW Mill W .. sm ParcelNo.. 58E-PT1 ROW CSJ: 0504-02-018 Date: Ady 10, 2009 Exhibit A,` Pf age 3 of S r4ft (17) THENCE South 22 degrees 07 minutes 37 seconds West, a dishmce of 269 8'3 feet to a point for the beginning of a curve to the right having a radius of 1516.39 foet,,.-R: trai. angle of 43 degrees 26 minutes 29 seconds and whose radius bears a rad all Fboaring of North 67 degrees 52 minutes 23 seconds West; (18) THENCE with said curve the right, an arc length of 1149.73 .Feet to the PO ND` OF BEGINNING, and containing 326,705 square feet or 7.500 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. f-:- (2) All bearings are referenced to the project control for State Highway ' 121, All bearings and distances are surface. 1 (3) All coordinates are grid +ear rd nOvs, based on the Texas Coordinate System, NAD-83, North Central Zane, utilizing a TxDoT Surface Factor of 1.00012 for this project. F ^ (4) Right -of -Way Markers are 518 inch iron rodg-withVIuciaps gmp & Assoc Inc Fort Worth Texas", unless otherwise noted. �1 GORRONDONA& ASSOCIATES, MC. 67071J1?E?+'�'00D S I'A1R ROAD SOITE 50 FORT WORTH, TEXAS 76112 07-49M,94 L Ia'496-17V T Parcel No. 58E-PT1 ROW CSJ: 0504-02-018 Date: July 10, 2009 Exhibit A, Page 4 of S-.Pages TSpecial Note: Gorrondona & Associates, Inc. could not locate any documentation (deeds, easements, Tagreements, etc...) regarding the location of the south right-of-way litre of West Vickery Boulevard along the common property owned by the Union Pacific Railway Company. Gorrondona & Associates, Inc. utilized two research compames and also contacted various City r of Fort Worth officials along with researching the city records and archive vaults and contacting r Union Pacific Railway Company Real Property Department. After research failed to recover any documentation, Gorrondona & Associates, Inc. was instructed by the City of Fett Worlh to offmst 9.5 feet south of and parallel to the existing south curbline or project south -cm. bl tm of West Vickery Boulevard. ,r I HEREBY CERTIFY TO THE NORTH TEXAS TOLLWAY AMOKITY THAT T= SURVEY PREPARED BY ME WAS ACTUALLY MADE UPON T M, GROUND AND THAT IT AND THE INFORMATION, COURSES, AND DISTANCPS SHOWN THEREON ARE CORRECT AND THAT THE TITLE LINES AND LINES OF ACTUAL POSSESSION ARE THE SAME. SURVEYED ON THE GROUND Richard Kewedy Registered Professional Land No. 5527 2005 I GORR4NWNA R ASSO 4TSS Uit. 6707 SRWN(000 ST+4fR ROAD SU S0 FORT WORTH. TILW 761JI 217-"1424 FAX 31749b-17bE - - — Nis, 6i TARE LINEUNON STL L _2 LROA®C /�fiFR L 3 % L-4 N "E 3.9T O� q 3rx* -E :K j44. z /—�a+r war 9- «,mE DOWA 4 S 35 8 10.40' }c^ ARC-1I12.3 RGFR-OF-WAY 1-?t4i' S t#47 $d n 67.45' Ri. '1 �1� S 92• h S12 474+23.95 -i2 5 s'q{, `S8\A ryh \ °�eo rn L-4 C-2 rC-3 ..g L-13 s y 5 Sa Ro.W. MARKER FNo soa HAE� u P•O'$58E-PT1 58-PTA ...c ers 4� �t w . _: i .A; _ - ....., n \ .sYDt: •' _.,.. .. '• 5i7 RA.q iNRKkat J� �' ..,� - - Y" ti'ti,•: - - - ••-- - - - _ - �_ ��•� /� =���i, s ,� �k s-:... '• L-11 N,LA °EIW84.00' LT. r+'mV AfCaHm7-•OF-DATAWTSA 496+18.74 o1230l '' L1Z RADW Iva) A.-2V422' jF CK2NET2 PUST T'EM & PAOM ��ll®� �����u� >ro 273 RAILROAD CURVE TALE O.RTQT: �o CURVE RADIUS DELTA ARC C• TRINITY R S. C. INMAN SURVEY 2 1 16.9 OON 941' SPECIAL NaTF_-"�F C-4 �8Qu24 ABSTRACT NO. 824 ):o G A iAS90QATES. NCCMM NT LOWE AW C-5 130.39' 15.1A'- 358.l7l` oo&A tli`x"_ Ek�G OF -WRY IAVE C-6 1516 39' 43 28'29' 1149.73' LOOId10N dFTF� 9Qtli}I RlfiNf- OF t HG�7il AI014fi 1T16 Ci ➢ION PROf>FRfY MCAIH3J Eff IM UftN DETAIL `A � M mom Atr1. c,sNrAcntl� LAIIikY raurcklc RAif3YAlf74NOTES. PERTY pIPiViMYENr AtTE1t AESEAi1CFi FiYL�D To(1) _ DES RR SON OF EVEN SURVEY DATE HEREWITH iA41RATION OdMNA ! I990CIATES INO WAS GrtY ;OF fORi xroRFN rtf ar fi a s SOUIII of2 BEARINGS ARE REFERENCED TO THE PROJECT CONTROL Rf EDStiNG SCAITR � oR PRQ1@CIEOT. ( ) WfSY' Vlditlil' �. {i' L`� 4 r FOR STATE HOMY 121. BEARINGS AND DISTANCE'S z 7-4 SHOWN ARE SURFACE. THE COORDINATES SHOW ARE GRID_ LE !Id C- i3i BASED ON THE COORDINATE SYSTEM. TES. _ NORTH CENTRAL ZONE. UTILIZW A TXDOT SURFACE UNE ' —IE ti FACTOR OF 1.00012 FOR THIS PROJECT. SliftY LINE "` (4) RIGHT-OF-WAY MARKERS ARE 5/8" IRON RODS WITH i OF �ST BWOORRTH TDDCACAPS S,IPED NLESS OT UMMASSOC INc FORT Imo. � w ram. �300 150 o 300 NORTH TEXAS TOLLWAY AUTHORITY COIRNEx Roc ti r 4 THE i*_ OUND MAY 7. zoo fti i +# Y STATE HIGHWAY 121 RiGOT-OF-WAY PLAIT x 541=E 1N FAT = N0. 58E-PT1 I ESMT " 'r •�... s tJ PARCEL AREa 7 SOQ aC } RpLS Na. UNION PACIFIC' RAILROAD COMPANY RIM cu '0604-- - 018 _ NbfAt�7T5. INC.. 8707 176-1424 FAX 817J4$8-1788 _ JULY 10. 2009 SGI1 E 1. 300 T NTWOOD :.VAIR" ROAD. SURE 50 TaTRr I. r �J. . +dam'• ..'..K S'.. w r 14792939\V-13 EXHIBIT A-2 TO CONSTRUCTION COORDINATION AGREEMENT Depiction and Lesal Description of Crossine Area (Hulen Street Bridge) [Parcel 58E-PT2] A-2-1 so Parcel No. 58E-PT2 ROW CSJ: 0504-02-018 Date: July 10, 2009 Exhibit A, Page 1 of 4 Pages Being a 2.740 acre tract of land situated in the S. C. Inman Survey, Abstract No. 824, C ityoffort Worth, Tarrant County, Texas, said 2.740 acre tract of land being a portion of the Foit Worth Davidson Yard of the Union Pacific Railroad Company, said 2.740 acre, tract of land bps particularly described by metes and bounds as follows: ° COMMENCING at a 60d nail found for the most westerly southwest corner of a 10.24 Vie, T tract of land (by deed) deeded to the Texas & Pacific Railway Company as recorded in Volpe 963, Page 273 of the Deed Records of Tarrant County, "Texas; THENCE North 89 degrm.37 minutes 31 seconds East, with a south line of said 102A acre trams of land, a distance of 350M feet to a fence corner post found for the most easterly southwest darner of said ' l 0.24 acm tact of'. land; THENCE North 21 degrees 32 minutes 20 seconds -East Radial Bear g), a distance of. Z_ 1862.14 feet to the POINT OF B i'O+U4NING, said point being ire thie apparent southerly right-' _7 of -way line of West Vickery Boulevard, said point bang grid coordinates of N=6,946,5 0.98 r and E=2,310,953.89, said point being 160.95 feet that of and at right angles to oenterhne statiort 479+21.44 of the proposed centdline of State Highway 121., said point also being the beginnilig "- of a curve to the left having a radius of 1200.00 feet, a central angle of 06 degrees l I minutes 32 seconds and whose radius bears a radial bearing of North 42 degrees 55 minutes 36 seovnts ; West; (1) THENCE with said curve to the left and with the apparent southerly right-of-way line 6f said West Vickery Boulevard, an are length of 13 0.3 9 feet to a point for corner; (2) THENCE South 17 degrees 03 minutes 14 seconds gest .a distance of 127.99 `40 at point for corner; (3) THENCE North 52 degrees 48 minutes 26 seconds East, a,distanae of33 4 -*," point for corner; (4) THENCE South 37 degrees 11 minutes 34 seconds Bast, a distance of 36.00 feetto a. point for corner•, (5) THENCE South 52 degrees 48 minutes 26 seconds West, a distance of 47.08 feet to a point for corner; (6) THENCE South 17 degrees 03 minutes 14 seconds Bast, a distance of 10538 =tpka point for corner; (7) THENCE North 58 degrees 27 minutes 12 seconds East, a distance of 27,76 f -A point for corner; GORRONDONA & ASSOCIATES, INC. 6707 BRI NTWOOD STAIR ROAD SUITE 50 FORT WpR'Tli, TDW 76112 817-494-1.424 FM 817496- 769 1 Parcel No. 58E-PT2 ROW CSJ: 0504-02-018 Date: July 10, 2009 Exhibit A, Page 2 of 4 Pages (8) THENCE . South 31 degrees 32 minutes 48 seconds East, a distance of 34.00 fdet ' ,to a point for corner; (9) THENCE South 58 degrees 27 minutes 12 seconds West, a distance of 36.55 feet to a point for corner; (10) THENCE South 17 degrees 03 minutes 14 seconds 1 &Aj a distsau6 point for corner in a northwest line ofthe Ttinity River; (11) THENCE South 64 degrees 52 minutes 42 seconds. West, Vft it Trinity River, a distance of 115.14 f%et to a point for corner; .� (12) THENCE North 17 degrees 03 ininutes 14 seconds W i l point for corner; (13) THENCE North 31 degrees 32 minutes49 seconds West, a distance of 34.00' foet, to a point for corner; (14) THENCE North 58 degrees 27 minutes 12 seconds East, it distance of-$.7V:tto-s•,ppt for corner; (15) THENCE North 17 degrees 03 minutes 14 secafl& West, adbtabWof44 Ao a point for corner; (16) THENCE North 37 degrees 11 minutes 34 seconds West, a . ` " o '36,00 a point for corner; f (17) THENCE North 52 degrees 48 minutes 27 seconds Eat, a diftwoe of 13.20-% to a point for corner; (18) THENCE North 17 degrees 03 minutes 14 seconds West, a 1 .64 %aw.&C, POINT OF BEGINNING, and containing 119,350 squ= -Q''- 4 �*-Ian i more or less. GORRONDONA 6c ASSOCIATES. INC 6707 BREN fWOOp STAM ROAD 9JIT`R f0 PORt WORTK MAS AM k7 917446-1424 FAX 817496-I M " p r Parcel No. $8E"-PT2 POW CSJ: 0504-024ii Date.- July 10i 2009 Exhibit A, Page 3 of 4 Pages Notes: (1) A plat of even survey date herewith accompanies this legal de (2) All bearings are referenced to the project control fbT State High -way 11.1d All bearings and distances are surface. (3) All coordinates are grid coordinates based onf: th-o T0&asA-,,,Qoor4inata SY*ftl4 NAD-83, North Central Zone,, utilizing a TxDoT Surfleo Factor -of 10M2 fbti. this project. T + (4) Right -of -Way Markers are 5/8 inch ironlrods wt1h.bkw1eftw,,,sWmped''R(3o & Assoc Inc Fort Worth Texas", unless othor-wi noted. Special Note: Gorrondona & Associates, Inc. could not locate any dowman(d,xls, easements agreements, etc... ) regarding the location of the south rig*-ofwW Mae - of West Vic kery Boulevard along the common pro rty owned by the Union P=4& -Kdl*iy' Company,-" GoMndona & Associates, Inc. utilized two research coMpanift and-"-Odo,-oantacto—dvvdoUg-Oli� of Port Worth officials along with researching the city records,and archive- vaults -and .eon-tlad Ag Union Pacific Railway Company Real Property Department. After research failed to recover -,my doamentation, Gorrondona & Associates, Inc. was instructed bye 0,*1 of Fwt Wbr% -to oMet 9.5 feet south of and parallel to the existing south carbline or pro**w so0woutbuile of West Vickery Boulevard. T I HEREBY CERTIFY TO THE NORTH TEXAS TOLLWAY AUMORITY THA7 47M SURVEY PREPARED BY ME WAS AMALLY MADE UPONTW MDUNWA,1�0�` THAT IT AND THE INFORMATION, COUFLM TAN,1,28— .,.A,,ND DIS C MA ARE CORRECT AND THAT THE TITLE LINES AND L114,13� OF ACTUAL POSW�69 ARE THE SAME. SURVEYED ON THE GROUND Ma 2005 ST Richard �y RICHARD ()<,ENNE0Y Registered Professional Land roopl%27 No. 5527 ;0 Isu GORRONDONA& ASSOCIATES, INC, 6707 BRENTWOOD STAIR ROAD SUffBJ0 7" $17-4W-1424 FAXV7719fP4768 t _11, ­0j, — # - DISTANCE *E _ 6 4 47M 105. m 27 77 S 32-48 .34.00 END aw, NAIL'..DEM LINE + :3 PRON RIGHT—C END FENCE CORNER POST k,- UNION PACMC RAILROAD PROPOSED S. C. INMAN SURVEY 160.95' Rt. N-6,946,560.98 ABSTRACT NO. 824 W 479 2144 E-2.3113.953.89 PROPOSED 58-PT3 0 0 1 P.O.B. R�aff--OF-WAY t C-4M DATA RAmr_i432_,w' L-2 ,11,UTY P-MR off 19t, OL'IDF A00M. • 3=00RUM CORNER RCC 606ND MAY 7, 2005 (IMAPI111-KENN RPLS No. 552t w A-ASSWATES. INC. a 8707 M - PROPOSED ARC-111237 I — ...•. RIGHT -OF -MAY .• �A .... L 3 62.�4 IAG L-4 L -5 L-6 Rl0HT­OF-WP L-7 It CURVE DATA RAD&15m1432.40 6 -2V42W 10.24 ACRES ARC-717.70, TEXAS & PACIFIC 58E-PT2 RAILWAY COMPANY VOLUME 983, PACE 273 D.R.T.C.T. RA&ROAD cuRvE TABLE CURVE I RADIUS I DELTA I ARC C-1 1200.00 0613*32' 130Z9 NOTES: (1) ALEC& DERWTIONt OF EVEN SURVEY DATE HEREMM ACCOWPANIES THIS PLAT. (2) BEARINGS ARE mr-rtr= L-ru TO THE PROJECT CONTROL FOR' STATE HIGHWAY 121. BEARINGS AND DISTANCES SHOWN ARE SURFACE jr (3) THE COORIWAM SHOWN ARE GRID COORDINATES, BASED ON THE TEXAS COORDINATE SYSTEM, WNORTH CENTRAL ZONE. UTILIZING A iURFACC FACTOR OF 140012 FOR THIS PROJECT. (4) RIGHT -or -WAY ARE �F ' RON RODS *",SLUE = "AMP 00=DONA ASSOC PC FORT WORTH TEXAS', UNLESS N= OTHERWISE 300 150 0 '300 NORTH TS(AS TOLLWAY AUTHORITY DY STATE HIGHWAY 121 BTCRT-OF-WAY PUT SCALE IN FEET PARCEL NO. 58,E-rPT2 I ESMT AREk 2.740 AC. PAGE A- OF 4 PACES R"- csa: 0694-02-018 ..UNf.O,k'PACI,IlC RAILROAD COMPANY SUITE 50 FORT . W I ORTH, TX , �.i K817/496-i424 FAX 817/496-1768 JULY 16, 2009 Sme I* - 300• T., M., 'A qF EXHIBIT A-3 TO CONSTRUCTION COORDINATION AGREEMENT Descriptions of Easement Centerlines for Citv Utilitv Work - Parcels 23PE - 1 to - 4 14792939\V-13 A-5-1 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PROPOSED 48" WATERLINE 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a centerline description of a proposed 48 waterline situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said centerline description across a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume 705, Page 29, Volume .963, Page 273 and Volume 4558, Page 276 of the Deed Records of Tarrant County, Texas, said centerline description being more particularly described by metes and bounds as follows: COMMENCING at a 518 inch iron rod with cap stamped "GORRONDONA" found for the intersection of the proposed northerly right-of-way line of State Highway 121 with a west line of said tract of land deeded to Texas and Pacific Railroad Company, from which a 5✓8 inch iron rod with cap stamped "GORRONDONA" found for an exterior ell comer in a northerly right-of-way line of said State Highway 121 bears North 12 degrees 56 minutes 00 seconds West, a distance of 92.93 feet; THENCE South 12 degrees 56 minutes 00 seconds East, with the west line of said tract of land deeded to the Texas and Pacific Railroad Company, and with an easterly right-of-way line of said State Highway 121, a distance of 205.39 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" found for an exterior ell corner in the southerly right-of-way line of said. State Highway 121; THENCE North 63 degrees 33 minutes 18 seconds East, with the proposed southerly right -of --way line of said State Highway 121, a distance of 11.01. feet to the POINT OF BEGINNING: THENCE South 21 degrees 44 minutes 14 seconds East, a distance of 93.42 feet to a point for corner; THENCE South 09 degrees 42 minutes 31 seconds East, a distance of 174.94 feet to a point for corner; THENCE North 89 degrees 40 minutes 11 seconds East, a distance of 354.34 feet to a point for corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 161.15 feet to a point for corner; THENCE North 07 degrees 26 minutes 58 seconds East, a distance of 63.90 feet to a point for corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 124.49 feet to a point for comer; Page 1 of 2 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SR 121T CITY PROJECT No. 01332 PROPOSED 48" WATERLINE 5701 W. VICKERY BLVD., FORT WORTH Y S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE North 41 degrees 11 minutes 58 seconds East, a distance of 213.43 feet to a point fax corner; THENCE North 52 degrees 26 minutes 58 seconds East, a distance of 170.17 feet to a point for corner; THENCE North 18 degrees 27 minutes 14 seconds East, a distance of 122.65 feet to a point for corner; THENCE North 63 degrees 29 minutes 25 seconds East, a distance of 764.63 feet to a point for corner; THENCE South 71 degrees 30 minutes 35 seconds Past, a distance of 26.00 feet to a point for corner; THENCE South 26 degrees 31 minutes 15 seconds East, a distance of 56.18 feet to the POINT OF TERMINATION. NOTE: All bearings are based on the: Texas Coordinate System, NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.0001.2 for this project. All bearings referenced to the project control for State Highway 121. A11 bearings and distances are surface. Date: September IS, 2009 OF RiCHARQ1 KE NEDY Richard Kennedy r '."o 5291 7 Pr f Registered Professional Land No. 5527 Page 2 of 2 VICINITY MAP �a'Ic'w �9'GORPONcIQ 0.p5189.. e __---CENTERLINE 1 PROPOSED 1` r 48" WATERLINE 1t L— 6 FND 5/8' IR W/CAP 'GORRONDONA' EXHIBIT "B 99 TEXAS do PACIFIC c RAILROAD COMPANY VOLUME 705, PAGE 29 VOLUME 963, PAGE 273 VOLUME 4558, PAGE 276 D.R.T.C.T. t. a4 TARRANT COUNTY WATER CONTROL AND 2 IMPROVEMENT DISTRICT No. ONE 100.0' BUILDING RESTRICTION EASEMENT VOLUME 4556, PAGE 9 L'1� D.R.T.C.T. CENTERLINE PROPOSED 48" WATERLINE N � �t Ile, c'— N -j I � LINE i L-1 t� L-2 2 L-3 Q L-4 { L-5 L-6 L-7 L-8 A NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM. NAD-83, NORTH CEN RAL 250 12S 25Q ZONE. UTILIZING A TXDOT SURFACE FACTOR OF REFER 2 FOR O T PROJECT. ALL IREARNCONTROL F REFERFIJCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE SCALE IN FEET APPROXIMATE LOCATION L-14 LINE TABLE BEARING C 2_� E I City o F Fort Worth 1000 THROCNOAORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PROPOSED 48" WATERLINE OUT OF A TRACT OF LAND . QF yTF SITUATED IN THE �Qfr�G1�SF� S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN RICHARD KENNEDY VOLUME 705, PAGE 29, VOLUME 963, PHE E 273, & VOLUME 4558, PAGE 276OF f, i 5527 DEED RECORDS OF TARRANT COUNTY, TEXAS Qom{ Ir.t,�0�£S5ti0�-�� PROJECT: WATER AND SANITARY SEV" RELOCATIONS WITHIN UPRR I CITY PROJECT NO.: 01332 N YARD FOR SH 121T. PROPOSED 48" WATERLINE RIC D KENNEDY JOB N0. 0505-1628 DRAWN BY: T.T.W. DATE, SEFTEMSER 18, 2009 PAGE 1 OF 1 I CAM FILE, 1628EG-EMT.DWG SCALE: I. - 2150' REGISTERED PROF SS10NAL LAND SURVE' NO. 5527 GORRONDONA & ASSOGATES. • 6707 BRENTWOOD STAIR ROAD, SIJffE 50 FORT WORTH, TX. 76112 . 817-406-1424 FAX 817-486-1788 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PARCEL No. 23-PE2 PROPOSED 48" WATERLINE 5701 W. VICKERY BLVD., FORT WORTII S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a centerline description of a proposed 48" waterline situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said centerline description being across a tract of land deeded. to Texas & Pacific Railroad Company as recorded in Volume K, Page 589, Volume 785, Page 96 and Volume 8643, Page 1153 of the Deed Records of Tarrant County, Texas, said centerline description being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod with cap stamped "GORRONDONA" found for corner in a west line of said tract of land deeded to the Texas and Pacific Railroad Company, said 5/8 inch iron rod with cap stamped "GORRONDONA" being the northeast corner of a tract of land deeded to T.E.S.CO. as recorded in Volume 2588, Page 562 of said Deed Records of Tarrant County, Texas, ` said 5/8 inch iron rod with cap stamped "GORRONDONA" also being in the existing southerly right-of-way line of said State Highway -121;. THENCE North 12 degrees 56 minutes 00 seconds West, with the west line of said tract of land deeded to the Texas and Pacific Railroad Company, passing at a distance of 205.39 feet a 5/8 inch iron rod with cap stamped "GORRONDONA" found for the intersection of the proposed northerly right-of-way line of said State. Highway 121 with the west line of said tract of land deeded to Texas and Pacific Railroad Company, in all, a distance of 298.32 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" found for corner in the existing northerly right-of-way line of said State Highway 121; THENCE South 66 degrees 17 minutes 00 seconds West, with the existing northerly right-of-way line of said State Highway 121, a distance of 34.71 feet to the POINT OF BEGINNING; THENCE North 21 degrees 44 minutes 14 seconds West, a distance of 554.71 feet to the POINT OF TERMINATION, said point being in the southeast right-of-way line of West Vickery Blvd. in the northwest line of said Texas and Pacific Railroad Company tract of land. Page 1 of 2 ., ftm Ep WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PARCEL No. 23-PE2 PROPOSED 48" WATERLINE 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 NOTE: All bearings are based on the Texas Coordinate System, NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.00012 for this project. All bearings referenced to the project control for State Highway 121. All bearings and distances are surface. Date: September 18, 2009 OF ,NP; �--�-� � �'• apt � R1 R KENNEDY Richard Kennedy 5527 Registered Professional Land S �!a.y� No. 5527 S U R`l� Page 2 of 2 .r F� SITE P �P R h� r c VICINITY MAP EXHIBIT 77'q !7 gD Y �ICKEg� z CENTERLINE PROPOSED 'p, 48" WATERLINE 250 125 0 250 SCALE IN FEET TEXAS & PACIFIC RAILROAD COMPANY VOLUME K. PAGE 589 VOLUME 875, PAGE 96 ! 5 6g 1\ VOLUME 8643, PAGE 1153 �Ig ors D.R.T.C.T. P.O.B. Fes. S GS�RP P� ETA SAY g1G 1 1� R\G'evSex QP0 �z NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM. NAD-83. NORTH CENTRAL. ZONE, UTILIZING A TXDOT SURFACE FACTOR OF 1,00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE Quo °' m P. 0. C. I FND 5/8- IR W/CAP / ► 'GORRONDONA' ! 'AN 3'r em h� City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 78102 EXHIBIT SHOWMO A PROPOSED 48" WATERLINE OUT OF A TRACT OF LAND SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN VOLUME K, PAGE 589, VOLUME 875 PAGE 96, & VOLUME 8643, PAGE 1153 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS 2� 4, f\ RICHARD KENNEDY r 5527 `d Q7, y ' 0 PROJECT: WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR CITY PROJECT No.: 01332 YARD FOR SH 121T. PROPOSED 48" WATERLINE ��D KENNEDY� ���I JOB NO. 0505-1828 DRAWN BY; T.T.W. { CARD FILE 1828EG-EWT.DWO REGISTERED KENN 5fONA , LAND SURYEYp OATS SEPTEMBER /8, 2009 PAGE 1 OF 1 I SCAM- 1' - 250' _ _ NO. 5527 UORRONOONA & ASSOCIATES, I . • 6707 BRU WOOD STAIR ROAD, SUITE 50 FORT WORTH. TX, 76112 FAX 817-498-1788 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PARCEL No. 23-PE3 PROPOSED SANITARY SENVER LINE 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a centerline description of a proposed sanitary sewer line situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said centerline description being across a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume K; Page 589, in Volume 677, Page 405 and in Volume 963, Page 273 of the Deed Records of Tarrant County, Texas, said centerline description being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found for corner in the southeast line of said Texas & Pacific Railroad Company tract of land, said 5/8 inch iron being in the northwest line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 4528, Page 623 of said Deed Records of Tarrant County, Texas, from which a 5/8 inch iron rod found for comer in the southeast line of said Texas & Pacific Railroad Company tract of land bears South 44 degrees 42 minutes 42. seconds West, a distance of 178.20 feet; THENCE North 49 degrees 09 minutes 42 seconds East, with the y southeast line of said Texas & Pacific Railroad Company tract of land and with the northwest line of said Tarrant County Water Control and Improvement District No. 1 tract of land, a distance of 28 1. 10 feet to a point for corner; THENCE a radial bearing of North 52 degrees 45 minutes 37 seconds East, a radial distance of 191.54 feet to the POINT OF BEGINNING; THENCE North 25 degrees 41 minutes 59 seconds West, a distance of 89.1.67 feet to the POINT OF TERMINATION, said point being in the southerly rig* -of -way Tine of West Vickery - Boulevard. NOTE: All bearings are based on the Texas Coordinate System; NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.00012 for this project. All bearings referenced to the project control for State Highway 121, All bearings and distances are surface. Date: September 18, 2009 OF T� NNEDY Richard Kennedy,v Registered Professional Land z 7 No. 5527 I of 1 w VICINITY MAP -- ,\ �\ `c7 G • 9-P A EXHIBIT "B " , .40 ESo E - W B "j .—APPROXIMATE LOCATION TEXAS & PACIFIC RAILROAD COMPANY VOLUME K, PAGE 589 VOLUME 677, PAGE 405 VOLUME 963, PAGE 273 D.R T.C.T. CENTERLINE--" PROPOSED SANITARY SEWER T RA T CO NTY TER CONTRO AND C. r ea x to a�a ea H d rr \ r� AR N U WA L P IMPROVEMENT DISTRICT No. ONE r - / 100.0- BUILDING RESTRICTION EASEMENT - VOLUME 4556. PAGE 9 r D.R.T.C.T. - - i i P.O.B. RADIAL �Ak,Lr4. BEARING N 5745'37`E �h% �4��0 191,54' S K�A �R pFND a TRgxffv RIVER TARRANT COUNTY WATER CONTROL AND ( 0 IMPROVEMENT DISTRICT No. ONE VOLUME 4528, PAGE 623 Sid}R 0 R.T T. NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM, NAD-83, NORTH CENTRAL ZONE, UWMG A 250 125 0 250 TXDOT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGMAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE. SCALE IN FEET ForrWORTH City o F Fort Worth 1000 THROCKMORTON STREET FORT WORTH. TEXAS 76102 EXHIBIT SHOWING PROPOSED SANITARY SEWER LINE OUT LAND ITTUADIIN .�F , P�rd�s9�} SITUATED THEr'qFE S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED W RICHARD KENNEDY VOLUME K, PAGE 589, VOLUME 677, PAGE 405, do VOLUME 963, PAGE 273 OF THE �: 5527 DEED RECORDS OF TARRANT COUNTY, TEXAS '9aF ti • ESSA -i PROJECT, WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR CITY PROJECT No.: 01332 O • �• RJR YARD FOR SH 121T. \\ PROPOSED M-134 SANITARY SEWER LINE RICHARD KENN JOB NO. 0505-1628 DRAWN BY; T.T.W. ICADD FILE; 1628EG-FUT.DWO REGISTERED PROFESSIONAL LAND S DIG 18, 2009 PAGE 1 OF Y SGMJ 1' a 2w, NO. 55 i;dl�0 DOD do ASSOCIATES, 6707 BFEITW000 SAIR ROAD, ATE 50 FORT WORTH, TX. 75112 . 817-496-1424 FAX 817-496-1768 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PARCEL No. 23PE-4 CENTERLINE SANITARY SEWER DESCRIPTION 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a centerline description of a sanitary sewer line situated in the S.C. Inman Survey, Abstract No. 824, City of Fort. Worth, Tarrant County; Texas, said centerline description being out of a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume 875, Page 96, of the Deed Records of Tarrant County, Texas, said centerline description being more particularly described by metes and bounds as follows: BEGINNING at a point in the proposed southeast right-of-way line of State Highway 121, from which a 518 inch iron rod with cap stamped "GORRONDONA" found for corner in the proposed southeast right-of- way line of said State Highway 121 bears North 47 degrees 48 minutes 28 seconds East, a distance of 81.23 feet, and from which a 5/8 inch iron rod with cap stamped "GORRONDONA" found for comer in the proposed southeast right-of-way line of said State Highway 121 bears South 47 degrees 48 minutes 28 seconds West, a distance of 670.52 feet; THENCE South 38 degrees 52 minutes 03 seconds East, a distance of 16.18 feet to a point for corner; THENCE North 53 degrees 33 minutes 55 seconds East; a distance of 175.55 feet to a point for corner; THENCE North 62 degrees 02 minutes 54 seconds East, a distance of 13.85 feet to a point for corner; THENCE South 57 degrees 55 minutes 54 seconds East, a distance of 62.67 feet to the POINT OF TERMINATION; so NOTE: All bearings are based on the Texas Coordinate System, NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.00012 for this project. All bearings referenced to the project control for State Highway 121. All bearings and distances are surface.. or Date: September 18, 2009 �D�T+y Q EL Richard Kennedy Registered Professional���Q 5527 a No, 5527 SU91`1 Page 1 of 2 w i EXHIBIT "B " y K NMII vP Ra t► SITE �QO CEO • E �2 STONEG T P�F, Overton W Park � GLENVIDO Lar ► Vv �C) �' �' BLOCK 2 P VICINITY MAP A A LOT ! A-R! & 1 A-R2 BLOCK 7 FAC1Y1ltY P A CABINET A. SLUE W97 PAMCA. / 200 100 0 200 SCALE IN FEET NOTE:_ CENTERLINE - PROPOSED SANITARY SEWER FNO 5/8" IR W/CAP "GORRONDONA" ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE y SYSTEM, NAD-83, NORTH CENTRAL ZONE. UTILIZING A I L-3 N '+-2 54+ j 3. TXDOT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. L-4 S 57'5��5501 Q ALL BEARINGS REFERENCED TO THE PROJECT CONTROL I L-5 N 47'48'28"_ 8 FOR STATE HIGHWAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE: City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH. TEXAS 78102 TEXAS & PACIFIC RAILROAD COMPANY VOLUME 875, PAGE 96 D.R.T.C.T. LINE TABLE I LINE BEARING DISTANCE I L-1 S � 0 *E �55' I L-2 67' i3' EXHIBIT SHOWING PROPOSED SANITARY SEWER LINE .�� OF T�• OUT OF IN THE A TRACT OF D �T;r G S 1 ��,�9 S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN RICHARD KENNEDY VOLUME 875, PAGE 96, VOLUME 363 PAGE 273, & VOLUME 4558, PAGE 276 � `;THE� 5527 - dI DEED RECORDS OF TARRANT COUNTY, TEXAS 9� % ssl PROJECT. WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR CITY PROJECT No.: 01332 YARD FOR SH 121 T. �\ jl PROPOSED M-156 SANITA Y SEWER LINE RtCHARD KENN Y' .IOB NO. 0505-1628 DRAWN BY. T.T.W. CAM FILE 1628EG-EMT.DWG REGISTERED PROFESSIONAL LAND SURVEI Dot.. SE7'TEMBER 18. 2009 PAGE 1 OF 1 _ SCALE- 1" - 200' NO. 5527 GORRONDONA & ASSOCIATES. 1 6707 BRENTWOOD STAR ROAD, SUITE 50 FORT WORTH, TX. 76112 . 817-496-1424 FAX 817-4"-1788 EXHIBIT A-4 TO CONSTRUCTION COORDINATION AGREEMENT Depiction of Temporary Construction, Staging and Access Areas for Citv Utility Work jw i A-7-1 14792939\V-13 Md aw WATER AND SANITARY SEWER RELOCAMNS WITHIN 1JPRR YARD FOR SIB t21T CTTY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKERY BIND., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT i°A" 1361ng a temporary construction easementsituated in. the. S.C. I=an Survey, Abstract No. 824, City of Part VC<oxk! Tarrant County, Teas, said. temporary. construction easementbeing out of a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume 875, Page 96 :of the Deed Records of .Tarrant County4 Teas, said temporary .,, construction, easement being.. ore partieularlydescribed by metes and.bounds as follows: BEGINNING at a paint in the proposed southeast right-of4ay line of State Highway.121, from which a 5/8 inch iron rod with. cap stamped "GORRONDONA" found for comer in the proposed southeast right-4-way line of said State Highway i 21 bears South 47'degrees 48 minutes 28 seconds. West, a distance of 552.64 feet; THENCE North 47 degrees 49 minutes 28 ,t1s I st, vv1th.p , pq exl southast right-of-way.line bf sold 12.1, a distance Of 117.89 feet to a 5/8 inch iron rod with cap,stamped "GORRONDONA" found for corner; THENCE North 48 degrees 40minute& 20 seconds Gast, with the proposed southeast right-of-way line of said State: H%ghway 121, a distance of 150.92 feet to a 518 -� inch iron rod with cap°stam* "GORRONDONA found for corner; THENCE North 49 degrees 24 minutes 45. seconds Est, with the proposed southeast •� right -of way Ii ofsaid State i i way l21, a disiaxtce of19.1E `feet to a paint . for corner, :from v XN a 5/li inch ron rod with cap stamped "GORR.GN°DONA" found for corner beam North 49 degreess .24 mi.rtutes 45 seconds East, a dice of 12983 feet; 'THENCE South 40 degrees 3.5 minutes 15 n4s?.E#s4 a."aace qt$ b .1ewtto a pint for`;carzner; THENCE South.56, degrees .02 ,minutes 36 seconds West, .a:distance.of 69.16 feet to a . .point for eornerr; TH19NCE South 54 degrees: 34 miautes 01. seeonds'W* 4'.:: stanoe of5166 feet. to a point for corner, THENCE South 52 degrees 49 mlhutes 36 seconds West, a distance of 66.95 feet to a point for corner, THENCE South 51 degrees 00 ruinutes 00 seconds West, a distance of 46.42 feet to a paint faucortter; WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKE RY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE South 49 degrees 30 minutes 21 seconds West, a distance of 49.94 feet to a point for comer; THENCE. North 42 deOves, I I -winut6g. 32.seoot.44 Wtisf, a disumod of 60i.23, feet 6, the, POINT OF BEGJNMNG, and containing, 19f 806 squatt. feet oeO.455 ae, . bf. bw Land, more or less. )i0tr_.: All bearings are based oil- the Texas Coordinate System, NAD-83, North Central Zane,_:T utilizin a TxM , Surfico Faag,;-of LOOM 2 for this: pmjpqt. Al bearings refierenced to the pro jot control for State ffighwiay 12.1, Alt begs and distances am surer. wr 4W ow low -DaW, Sopten*a, 23 j 2009 1>age,.2" of 2. 41W Im �w .w mw--_i up VICINITY MAP EXHIBIT 12B P.O.B. N-6,947,462 E-2,311.986 275.34 RT, Zop 4. -lop -la cop P; C AD ITJON O14 TEMPORARY CONSTRUCTION EASEMENT 19 $06 SO FT OR 0,455 AC LINE TA]3(,c LINE DISTANCE 00 W208 9 60 E 113 L-2, N 4 4 0 150. 2: 4W7 _1-_3 'N '4451 in, I 4Cr35!1 'Poo L-5 S Ko �Aobc. L-4 S al 1 34�36 69.16, 1 1 53-sw 1 10, S 5249'361 6& 85' L78- S SVOWOO-W 46.4v =-9 S"4W30'21V 4,9.94 =-10( N 42'11'3r-W 1 60-23' NOTE- ALL IlEk"OS ARE MW ON THE TEXAS COOROMTE 100 so 0 100 SMU. NA0-83 NORTH C04TRAL ZONE: WA� �g X'k,009 OF 1.00012 FOR ECr. ROU84CED TO THE PROJECT CONTROL MR 04&*W 121 ALL BEARINCS. ANO DISTANOES ARE SCALE IN FEET of Fort Worth 1000. THROCKMORPON STREET Mat WORTti, TEXAS 76102. EXHIOIT SHOMNO TEMPORARY OONSMUMON EASEMENT it OUT OF, A TWT Cf LAND $4VATEb IN T14E S.C. INMAN SURVEY, ABSTRACT -464 8,24 ROO RD 104 VOLUME 78,W.PAE -0 My Of DEED RECOOR�ST011EOJ�TERANTROF COIJNIYTEXAS= ,7: SANITARY Ekl?XSMS BLVD. I-PRJ. No., 00107 A4 Um:! D COYISITION A.806 SOLIARE FEE OK0,455.6,P kN nz. 11 Top CONV ESMTS.dq, .23, 2M 7�1 OF WALF� V- 100, NO. WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VIC.KERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a temporary construction easement situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being out of a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume 705, Page 29, Volume 963, Page 273 and Volume 4558, Page 276 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "GORRONDONA" found for the intersection of the proposed southerly right-of-way line of State Highway 121 with a west line of said tract of land deeded to Texas and Pacific Railroad Company; THENCE North 63 degrees 33 minutes 18 seconds East, with the proposed southerly right-of-way line of said State Highway 121, a distance of 71.99 feet to a point for corner; THENCE South 12 degrees 56 minutes 00 seconds East, a distance of 237.38 feet to a point for corner; THENCE North 89 degrees 37 minutes 31 seconds East, a distance of 301.98 feet to a point for corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 110,93 feet to a point for corner; THENCE North 07 degrees 26 minutes 58 seconds East, a distance of 63.90 feet to a point for corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 134.90 feet to a point for comer; THENCE North 41 degrees l 1 minutes 58 seconds East, a distance of 220.33 feet to a point for comer; THENCE North 52 degrees 26 minutes 58 seconds East, a distance of 162.92 feet to a point for corner; THENCE North 18 degrees 27 minutes 14 seconds East, a distance of 126.46 feet to a point for corner; Page 1 of 4 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRRYAR.D FOR SIFT 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701. W. VICKE,RY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE North 63 degrees 29 minutes 25 seconds East, a distance of 241.39 feet to a point for corner; THENCE North 25 degrees 43 minutes 49 seconds West, a distance of 140.27 feet to a point for corner; THENCE North 64 degrees 16 minutes 10 seconds East, a distance of 125.00 feet to a point for corner; THENCE South 25 degrees 43 minutes 50 seconds East, a distance of 138.57 feet to a point for corner; THENCE North 63 degrees 29 minutes 25 seconds East, a distance of 427.24 feet to a point for comer; THENCE South 80 degrees 37 minutes 31 seconds East, a distance of 66.23 feet to a point for corner; THENCE South 26 degrees 45 minutes 02 seconds East, a distance of 140.93 feet to a point for corner; THENCE South 63 degrees 28 minutes 45 seconds West, a distance of 100.00 feet to a point for comer; THENCE North 26 degrees 45 minutes 02 seconds West, a distance of 109.71 feet to a point for corner; THENCE South 63 degrees 29 minutes 59 seconds West, a distance of 381.98 feet to a point for comer; THENCE South 25 degrees 43 minutes 50 seconds East, a distance of 58.50 feet to a point for comer; THENCE South 64 degrees 40 minutes 16 seconds West, a distance of 125.00 feet to a point for comer; THENCE North 25 degrees 43 minutes 49 seconds West, a distance of 55.92 feet to a point for comer; THENCE South 63 degrees 29 minutes 25 seconds West, a distance of 211.42 feet to a point for corner; Page 2 of 4 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE South 18 degrees 27 minutes 14 seconds West, a distance of 118.84 feet to a point for corner; T11ENCE South 52 degrees 26 minutes 58 seconds West, a distance of 177.42 feet to a point for corner; THENCE South 41 degrees I 1 minutes 58 seconds West, a distance of 206.54 feet to a point for corner; THENCE South 29 degrees 56 minutes 58 seconds East, a distance of 114.08 feet to a point for corner; THENCE South 07 degrees 26 minutes 58 seconds West, a distance of 63.90 feet to a point for corner; THENCE South 29 degrees 56 minutes 58 seconds West, a distance of 201.70 feet to a 5/8 inch iron rod found for corner in a southwest line of said tract of land deeded to Texas and Pacific Railroad Company; THENCE North 32 degrees 44 minutes 04 seconds West, with a southwest line of said tract of land deeded to Union Pacific Railroad Company, a distance of 37.49 feet to a fence post found for corner; THENCE South 89 degrees 37 minutes 31 seconds West, with a southwest line of said tract of land deeded to Texas & Pacific Railroad Company, a distance of 359.66 feet to a fence post found for corner; THENCE North 12 degrees 56 minutes 00 seconds West, with a southwest line of said tract of land deeded to Texas & Pacific Railroad Company, a distance of 276.68 feet to the POINT OF BEGINNING, and containing 194,216 square feet or 4.459 acres of land, more or less. Page 3 of 4 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 NOTE: All bearings are based on the Texas Coordinate System, NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.00012 for this project. "" All bearings referenced to the project control. for State Highway 121. All bearings and distances are surface. Date: September " """" Richard Kennedy Registercd Prok No. 5527 Page 4 of 4 .do Mll EXHIBIT "B " ' OP ftan ha' r 14{�pO CI VICINITY MAP EXISTING ROW FND 5/8" 1R W/CAP GO RONDD A" FND IR W/SAP CORRONDONA' P. 0. B. PROPOSED ROW A TEMPORARY Nw6,945,096,36 CONSTRUCTION EASEMENT E-2.3os;648.80 194,216 SQ, FT. OR 4.459 AC. EXISTING RO FND 5/8 IR W/CAP "GORRONDONA" �L— 1 0 W L•-1 _ PROPOSED ROW c, 63.33' 18'E 394.75 \ FND 5/8" IR W/ClP/•: "" L- 23 "GCiRRONDONA'— 49 V0I. 0 gr05. p At;E :. ✓ �.2 —+�' 1 v01-UMW 4558, P 6 ,�' •::::: ,�. �•: v01rVM� p Rt C;i. vim. ,..::;'.'.�`'�ti6 �� cOµo ONENO iARRp�IE►LE 528 PAGE 6�} ���': ; ,.:..,.: , .F✓ IMP VOLUOE 4 O.R. L-30 FND 5/8" IR 4 / w w Q w NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE ZO0 1 OO O 200 `' SYSTEI.1, NAD-83, NORTH CENTRAL ZONE, UTILIZING A J� TXDOT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL / FOR STATE HIGHWAY 121, ALL BEARINGS AND DISTANCES `,// ARE SURFACE. SCALE IN FEET ®°W® City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH. TEXAS 76102 EXHIBIT SHOWING A TEMPORARY CONSTRUCTION EASEMENT ©F OUT OF A TRACT Of LAND .'0� S f'h•,� -� SITUATED IN THE�QU) S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN RICHARD KENNEDY VOLUME 705, PAGE 29. VOLUME 963. PAGE 273. VOLUME 4558, PAGE 276OF DEED RECORDS OF TARRANT COUNTY, TEXAS - 5527 �vQ SS,t.. PROJECT: SANITARY SEWER EXTENSIONS FOR STONEGATE BLVD. I PR.1. NO.; 00107 �-t (CLEARFORK MAIN ST.) I .A EASEMENT ACQUISITION AREA 194.216 SQUARE FEET OR 4,459 ACRES RI b AN JOB NO, 0505-1628 DRAWN BY: T.T.W. CADO FILE: UPRR TEMP CONST ESU'TS.dwo REGISTERED PROFESSIONAL LAND SURVEYO 2 00- �GORROE I.P#6707 NO. NDOONA k2AS.SOCIATES. IN BRENTWOOD STAIR OAD, SUITE 50 FORT. WORTH, TX. 76112 8175 496-1424 FAX 817-496—.1.768 w p- EXHIBIT "B " vow suRv2� S. C.�RACl �AC, 8 &VE R k\-RO o pp,GE Z 6 vo uME 3558 pQ�,GE 2 p p'c VICINITY MAP L-112 TEMPORARY CONSTRUCTION EASEMENT .- :::::::::: 19 4, 216 SO. FT. OR 4.459 AC. :" :�s �L-23 a -L-19- L-21 L- t 7 •. 40 200 100 0 200 SCALE IN FEET T Eou 0 2e� tin LINE TABLE LINE BEARING DISTANCE L-1 N 63 33' 18"E 71.99 L-2 S 12'56'00"E 237.38 L-3 N 89'37'31 "E 301.98 L-4 N 29'56'58"E 110.93 L-5 N 07'26'58"E 63.90 L-6 N 29'56'58"E 134.90 L-7 N 41-11'58"E 220.33 L-8 N 52 26'58"E 162.92 L-9 N 18-27-14"E 126.46 L-10 N 63'29'25"E 241.39 L-1 t N 25-4S49 "W 140.27 L-12 N 64.16-10"E 125.00 L-13 S 25'43'50"E 138.57 { L-14 N 63'29'25"E 427.24 { L-15 S 80'37'31"E 66.23 L-16 S 26'45'02"E 140.93 L-17 S 63'28'45"W 100.00 L-18 N 26'45'02"W 109.71 L--19 S 63'29'59"W 381.98 L-20 S 25-43.50"E 58.50 L-21 S 64'40'16"W 125.00 L-22 N 25'43'49"W 55.92 L-23 S 63'29'25"W 211.42 { L-24 S 18'27' 14"W 118.84 1 L-25 S 52'26'58"W 177.42 { L-26 S 41'11'58"W 206.54 { L-27 S 29-56.58-W 114.08 { L-28 S 07'26'58"W 63.90 L-29 S 29-56'58"W 201.70 L-30 N 32-44'04"W 37.49 L-31 S 89.37'31 "W 359.66 L-32 N 12'55'00"W 276.68 NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE _ SYSTEM, NAD-83, NORTH CENTRAL ZONE. UTILIZING A TXOOIT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGHWAY IV. ALL BEARINGS AND DISTANCES i ARE SURFACE, City o f Fort Worth Ar 1000 THROCKMORTON STREET FORT WOM. TEXAS 76102 i EXHIBIT SHOWING TEMPORARY CONSTRUCTION EASEMENT a„ �'' OUT OF A TRACT OF LAND,fip�15T - SRUATED MI THE ) ��. [�• Q �"37` S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN RI131-j,F D KENNEDY VOLUME 705, PAGE 29, VOLUME 9 3PAGE 273, VOLUME 4558, PAGE 276 OF THE r t5527 - j DEED RECORDS OF TARRANT COUNTY, TEXAS S PROJECT: SANITARY SEWER EXTENSIONS FOR STONEGATE BLW, I PRJ. No.: 00107 S (CLEARFORK ?RAIN ST.) EASEMENT ACQUISITION AREA 194.216 SQUARE FEET OR 4.459 ACRES{CHAR4 KENN JOB NO. 0505-1628 I DRAWN BY: T.T.W. CARD FILE: UPRR TEMP CONST ESMTS.dwa REGISTERED PROFESSIONAL LAND SUR"rq DATE SEPTEAIBER 23. 2009 PAGE 1 OF 2 SCAL£ I' - 200' NO. 5527 I GORRONDONA & ASSOCIATES, INC. • 6707 BRENIWOOD STAIR AOAD. SUITE 50 FORT WORTH, TX. 76112 • B17-498-1424 FAX 817-496-1768 P202040382 29 July 2009 Page 1 of 3 EXHIBIT "A" PARCEL No. 51 TE PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Being a tract of land situated in the William D. Conner Survey Abstract Number 288, City of Fort Worth, Tarrant County, Texas, also being a portion to Lot A, Block 1, Howco Addition, an addition to the City of Fort Worth, as recorded in Volume 388-110, Page 96, Plat Records, Tarrant County, Texas (PRTCT) and being further described by metes and bounds as follows: COMMENCING at the Southwest comer of said Lot A from which a 518 inch iron rod with cap stamped 'Gorrondona' found for the Southwest comer of a tract of land as described by deed as Tract No. 2 to Howell Instruments, Inc. as recorded in Volume 8673, Page 2273, Deed Records, Tarrant County, Texas (DRTCT) bears South 26°34'46" East, 27.64 feet; THENCE North 00"26'15" East, along the West line of said Lot A, 34.16 feet to the proposed South right-of-way line of State Highway 121; THENCE North 77047'50" East, along the said proposed South right-of-way line, 0.28 feet; THENCE North 67001'33" East, continuing along the said proposed South right-of-way line, 7.45 feet to the POINT OF BEGINNING; THENCE North 67°01'33" East, continuing along the said proposed South right-of-way line, 82.41; THENCE North 75053'38" East, continuing along the said proposed South right-of-way line, 7.07 feet; THENCE South 22058'27" East, departing the said proposed South right-of-way line, 28.91 feet; THENCE South 67°01'33" West, 89.39 feet; THENCE North 22°58'27" West, 30.00 feet to the POINT OF BEGINNING and containing 2,678 square feet or 0.06 of an acne of land more or less. _ BIM:HMAM 30 OBO EXHIBIT w PARCEL No. 51 TE N TEMPORARY CONSTRUCTION EASEMENT aunLlxse � I SITE L.(J1 LLJ I d coL�rieswoan+ . r I c'n i/) O cr N� PF CI Q z VICINITY MAP o I ; N $ 0r ; O so• N.T.S. N J i GRAPHIC SCALE IN FEET LOT A BLOCK 1 ,_ RUTLEDGE HOWCO , � STREET ADDITION I VOLUME 388-110, PACE 96 60' ROW P.R.T.C.T. _ — — — — — — — _ � � THOMAS WHITE SURVEY A-1636 A-PROX SURVfT I.KVE o WIL LIAM D. CONNER SURVEY A-288 UNION PACIFIC RAILROAD COMPANY m POINT OF N j57 p7'8 SN�1 D pROp05£O ROM VOL. 13215, PG. 130 ORTCT z BEGINNING 1:0.0 N� T 8, P RAILWAY CO OVy3 LOT A BLOCK 1 VOL. 923. PG ORTCT 617 pN N 61• '6 L3- LINE TABLE ++ "' a B9•y9 TEMPORARY CONSTRUCTION �1, 25.34'46"E 27-64•' • �yyEASEMENT N00.26.15"E 34-16• I ^' 61.0 2.678 SO. FT 77.4r •E o..6 I a5 5 N 6z•orl�` 7.Zs POINT OF �, .1 RUMENS lz COMMENCING NOWE``(Rp S 2213 1) _ NOTES, 11 3 PG, 1, THE BASIS OP BEARING IS THE SH 121 CONTROL NETWORK POR TS v�L•86l 0113 AND CP133 2. A WRITTEN DESCRIPTION ACCOPAMES TICS EXICBIT %"IRF STAMPED GORRONDONA FORT WORTH City of Fort w4al-th 1000 THROCKMORTON STREET, FORT WORTH, TEXAS 76102 AN EXHIBIT SHOWING A TEMPORARY CONSTRUCTION EASEMENT BIENG A PORTION OF ' LOT A. BLOCK 1, HOWCO ADDITION AS RECORDED IN VOLUME 388-110,PAGE 96 DAVII10 I PLAT RECORDS, TARRANT COUNTY, TEXASC' •4b72 PROJECT: WATER AND SANITARY SEWER RELOCATIONS �Clj'Y PROJECT No. 00203 /v a ; . +: Al ONG THE PROPT1SFf1 SH 171 P CEL # + 5l TE � � 4y `' -' V f'i.;% U V' EASEMENT ACQUISITION AREA 2,678 SQUARE FEET OR 0.06 OF AN ACRE IOg No. j Z'K�411DRAWN Y• OLD CADO FILE: Ow-v-KIKZET EsnTmN ATE+ Z9 JLY (PAGE 3v 3 'SCALE: 1'= 50' TRANSYSjEE� CORPORATION CONSULTANTS • 500 WEST 7th STREET, SUITE 1100 • FORT WORTH, TX 76102 • 817-339-8950 FAX 817 336 2247 -- GL— - — - - - -- SCALE: 1" = 600' 0 300' 600' 1. 200' i T. WHITE SURVEY ABSTRACT NO. 1636 W. D. CONNER SURVEY I �� 1++ ABSTRACT NO. 301 „ iiliiiiii'iii0.illii - I LOVELL STREET W I flllillll J VI K�RV D HOCK f �� Q YIDCK 1 d m UPRR UPRR +afK TEMPORARY CONSTRUCTION EASEMENT Al aw ew ,mv yfR ' ItrvRU1�lY.w,01.01i�.nWWf.�0.iF31JI.M-T.,K.I,bw.I1LT<w�E..b.U.i SA3m 04kw _ ... .. _ RIGHT- AY METRO Nf a B. CONNER SURVEY O AS NO. 288 UPRR SH 121 T ROW —G R W. B. CONNER SURVEY iSCALE: 1" = 600' 0 300' 600' 1,200' ------------------------------------ S. C. INMAN SURVEY ABSTRACT NO. 824 I �I UPRR G. G. DAVENPORT SURVEY ABSTRACT NO. 401 SH 121 T ROW UPRR 0A y / Yet C PROXIMATE LOCATION cys_ ., � , , v . J�o-a�n�Twr..rVn�rw►-rs.sa. VsW yam TEMPORARY CONSTRUCTION EASEMENT #3 P� BLOCK . i ;a E cd ^e '- o m¢g E I< s Y CU Rz 440 I � I o _BLOCK I F U O� -J 0_ 0 O W p TEMPORARY a CONSTRUCTION r EASEMENT #2 za a� rn Ad Z / 3 S. C. INMAN SURVEY ABSTRACT NO. 824 p 4 4t q'"�"T _ eq � � ~� .�."_ p,M*+ r 'd y - •� � tE 70 A jy .1 .Y ?' gyp• �. { �'. �'. R„NS . F •F x .`.�"a+.r �' rh �.. �,' � 'w. i�� �',:�~ r,:j�.,�r �_rr•�'� ..;vim r�'F �,+ �.� s � � �, �' y.... l si CONSTRUCTION ACCESS ROUTE "r I F ;y. 9-Kd �-df% i$ �V, -4•eau'!w1X3,M'• ® COLIETT sir 9 a ;• CfTY � �- � „>%'.;.. ""` � a � � CONSTRIJCTNN T i� �U `,� ':4. r '>�Dp'` ..►« � � � 4y �.� � s a � r' � � .� � ,,•fit E s-v, � •�',a`,�w � �e°# �.•. ^ .. ..�i, .,..;,�, - Frx-? z fir. .t. •� -- .:� �':". � �,.� ., 'x�' 1 - .tlll@�.":. r 'h. '**: '1 ii r_ `r'.M j^^�F �4t� i .vcA. � �'-.T .��^ µ�k •. b.'. 3'r '.e DATE: SEPTEMBM zoos oKimley-Horn DMoN: CM ®�® and Associates, Inc, Cherry St_ S SM Ft. DRAWN: AIQt CONSTRUCTION ACMR. S WATER & SANITARY SEWER RELOCATIONS T'Fo-m Regl.ratfL `N . F-925"° m 'x 76102 ei7-vs sa11 DRAWN: I CHI' CM ROUTE WITHIN UPRR YARD FOR SH 121 T No. I ROVMM I By I oaea a,A Na: 08101BM2 EXHIBIT A-5 TO CONSTRUCTION COORDINATION AGREEMENT Temporary Construction, StaLyine and Access for Railroad Work -- Parcels UPRR TE 92 and UPRR TE 92a A-7-1 14792939\V-13 I I i i i I I i i I I I I I I r I I I IPRR TE•OI ACCESS gp,Ff- 44, 1110 ��•� �_` ` r� is ////f /-- �"'?, ` IIPRR TElPORARY kCCESS VUSEUENT 02 5 "f!FROM NTTA / IPRR J155E�ENT �_ _ ,�-� __.- ' � +� .l - _—� T -tea_-y."°x•+:.. -�' T :.�`_ �F ^- I . 11 r ---- _ - _ - s -- WL 11■• -J7_ .fir _ SH 121 (swP) UPRRTEMPORARY ACCESS & EASEAEBNNT (PROM CoM — WI - — - - - - is } SIIEET I OF I � �-Y=T= s ^."—..tip.` � ._ _ _ -- `�"` � .�-•I-� �'....+ _ .AII I Sheet No Sep 21, 2009 ' EXHIBIT B TO CONSTRUCTION COORDINATION AGREEMENT Section 1. CONDITIONS AND COVENANTS A. If any property or rights other than the rights granted hereby and pursuant to the Easement, License and Maintenance Agreements are necessary for the construction, maintenance and use of the Structures, the Retaining Walls, the City Utility Work and the Railroad Project and related appurtenances, or for the performance of any work in connection with the Project, all such other property and rights shall be acquired in accordance with the terms of the Formal Agreement. Section 2. CONSTRUCTION OF STRUCTURES A. The Railroad, the NTTA and the other Project Partners will apply for and obtain, to the extent they respectively are obligated to do so pursuant to the Formal Agreement, all permits and other public authority required by law, ordinance, rule or regulation for the Project, and will furnish the others with satisfactory evidence that such authority has been obtained, as and to the extent required by the Formal Agreement. B. All construction work of the NTTA and the City upon the Railroad's property (including, but not limited to, construction of the Structures, the NTTA Retaining Walls, the City Utility Work and all appurtenances and all related and incidental work) shall be performed and completed in compliance with the Formal Agreement, the Crossing Project Plans, the City Utility z Plans, the Railroad's General Coordination Requirements set forth in Exhibit C-1 and the Southwest Parkway-UPRR Construction Coordination Constraints, Allowances and Requirements set forth in Exhibit C-2. The NTTA shall have sole ownership of the SWP/SH 121 Bridges, the Retaining Walls located on property owned by the NTTA, and all other installations it constructs or acquires in accordance with this Agreement and the Formal Agreement, except (i) the Hulen Street Bridge and the Retaining Walls located under such bridge, which will be owned by the City, (ii) the Retaining Walls located on property owned by TxDOT, which will be owned by TxDOT, (iii) the bridges for the West Rosedale Street connectors to 11130 which will be owned by TxDOT, (iv) the bridges for West Rosedale Street which will be owned by TxDOT and (v) as expressly provided to the contrary in the Permanent Easement, License and Maintenance Agreements. The City shall have sole ownership of the City Utility Work. Section 3. INJURY AND DAMAGE TO PROPERTY A. If the NTTA, in the performance of any work contemplated by this Agreement or by the failure to do or perform anything for which the NTTA is responsible under the provisions of this Agreement, shall injure, damage or destroy any property of the Railroad or of any other person lawfully occupying or using the property of the Railroad, to the extent such injury, damage or destruction is not the fault of the Railroad or such other person, such property shall be replaced or repaired by the NTTA at the NTTA's own expense, or if the NTTA fails to repair or replace such property promptly following written demand therefor, by the Railroad at the expense of the NTTA. B-1 14792939\V-I3 B. If the City, in the performance of any work contemplated by this Agreement or by y the failure to do or perform anything for which the City is responsible under the provisions of this Agreement, shall injure, damage or destroy any property of the Railroad or of any other person lawfully occupying or using the property of the Railroad, to the extent such injury, damage or destruction is not the fault of the Railroad or such other person, such property shall be replaced or repaired by the City at the City's own expense, or if the City fails to repair or replace such property promptly following written demand therefor, by the Railroad at the expense of the City. C. If the Railroad, in the performance of any work contemplated by this Agreement or by the failure to do or perform anything for which the Railroad is responsible under the provisions of this Agreement, shall injure, damage or destroy any property of the NTTA or any other Project Partner or of any other person lawfully occupying or using the property of the ,. NTTA or any other Project Partner, to the extent such injury, damage or destruction is not the fault of the NTTA or such other Project Partner or person, such property shall be replaced or repaired by the Railroad at the Railroad's own expense, or if the Railroad fails to repair or replace such property promptly following written demand therefor, by the NTTA or other Project Partner at the expense of the Railroad. Section 4. [INTENTIONALLY OMITTED] Section 5. SAFETY MEASURES; PROTECTION OF RAILROAD COMPANY OPERATIONS All work of the NTTA, the City and the Railroad shall be performed in accordance with the Formal Agreement, this Agreement and the documents prepared pursuant thereto and hereto. A. Definitions. All references in this Section 5 to the "NTTA" or to the "City" shall also include each Contractor retained by such party and their respective subcontractors, officers, agents and employees, and others acting under its or their authority; all references in this Section 5 to the "Railroad" shall also include the Railroad's contractors and subcontractors and their respective officers, agents and employees, and others acting under its or their authority; and all references in this Section 5 to work of the NTTA, the City and the Railroad shall include Project work that is both within and outside of the Railroad's property (including the Davidson Yard). B. Compliance With Laws. The NTTA shall comply with all federal, state and local laws, regulations and enactments that are applicable to the NTTA in performing the Crossing Project. The NTTA shall use only such methods as are consistent with safety, both as concerns the NTTA, the NTTA's agents and employees, the officers, agents, employees and property of the NTTA and the public in general. The Railroad shall comply with all applicable federal, state and local laws, regulations and enactments affecting the Railroad Project. The Railroad shall use only such methods as are consistent with safety, both as concerns the Railroad, the Railroad's agents and employees, the officers, agents, employees and property of the Railroad and the public in general. The City shall comply with all federal, state and local laws, regulations and enactments that are applicable to the City in performing the City Utility Work. The City shall use only such methods as are consistent with safety, both as concerns the City, the City's agents and employees, the officers, agents, employees and property of the City and the public in general. The Railroad, the NTTA and the City (without limiting the generality of the B-2 14792939\V-13 foregoing) shall comply with all state and federal occupational safety and health acts and regulations applicable to them. All Federal Railroad Administration regulations shall be followed when the Project work is performed on the Railroad's property. C. No Interference or Delays. As provided in the Formal Agreement and Exhibit C-1 and Exhibit C-2 to this Agreement, the NTTA, the City and the Railroad are to schedule and sequence the performance of their respective construction obligations so as to minimize disruption to Davidson Yard operations while permitting the NTTA to achieve completion by the scheduled opening for that portion of SWP/SH 121 containing the Crossing Project on March 28, 2013. D. Supervision. Each of the NTTA, the City and the Railroad, at its own expense, shall adequately police and supervise all work to be performed by it, and shall not inflict injury to persons or damage to property for the safety of whom or of which the other may be responsible, or to property of the other. Each of the NTTA and the City shall require each of its respective Contractors to agree to comply with the Railroad's safety requirements as described in R Exhibit D to the Contractor's Right of Entry Agreement, and each of the NTTA and the City shall cooperate with the Railroad in all reasonable respects requested by the Railroad to enforce such agreement. The responsibility of the NTTA, the City and the Railroad for safe conduct and adequate policing and supervision of the Crossing Project, the City Utility Work and the Railroad Project, respectively, shall not be lessened or otherwise affected by the Railroad's or the NTTA's (as applicable) approval of the other's Plans, or by the other's collaboration in performance of any work, or by the presence at the work site of the other's representatives, or by compliance by it with any requests or recommendations made by such representatives. Subject to the terms of Section III.G.3. of the Formal Agreement, the NTTA and the City will give due consideration to suggestions and recommendations made by the UPRR Designated Individual for the safety and protection of the Railroad's property and operations, as further provided in the Formal Agreement. E. Suspension of Work. The UPRR Designated Representative has the right in certain circumstances to suspend performance of the work by the NTTA, as and to the extent provided in the Formal Agreement. The UPRR Designated Representative has the right to suspend performance of the work by the City under the same circumstances provided for in the Formal Agreement with respect to the NTTA's work or for any other reason related to safety or interstate commerce. F. Removal of Debris. Except as otherwise permitted by the Easement, License and Maintenance Agreements or under Exhibit C-2 with respect to Absolute Work Zones (as defined in Exhibit C-2), neither the NTTA nor the City shall cause, suffer or permit material or debris to be deposited or cast upon, or to slide or fall upon any property or facilities of the Railroad; and any such material and debris shall be promptly removed from the Railroad's property by the NTTA or the City, as the case may be, at such party's own expense or, if the NTTA or the City (as the case may be) fails to remove such material and debris such property promptly following written demand therefor, by the Railroad at the expense of the NTTA or the City, as the case may be. Neither the City nor the NTTA shall cause, suffer or permit any snow to be plowed or cast upon the Railroad's property during snow removal from the "Work Zones" (as such term is defined in Exhibit C-2) or any areas in which the City Utility Work is being performed. B-3 14792979\V-17 G. Explosives. Neither the City nor the NTTA shall discharge any explosives on or in the vicinity of the Railroad's property without the prior consent of the UPRR Designated Individual, which shall not be given if, in the sole discretion of the UPRR Designated Individual, such discharge would be dangerous or would interfere with the Railroad's property or facilities. For the purposes hereof, the "vicinity'of the Railroad's uronertv" shall be deemed to be any place on the Railroad's property or in such close proximity to the Railroad's property that the discharge of explosives could reasonably be expected to cause injury to the Railroad's employees or other persons on the Railroad's property or to cause damage to or interference with the facilities or operations on the Railroad's property. The Railroad reserves the right to impose such conditions, restrictions or limitations on the transportation, handling, storage, security and use of explosives on or in the vicinity of the Railroad's property in connection with the initial construction of the Structures, the NTTA-constructed Retaining Walls or the City Utility Work as the Railroad, in the Railroad's sole discretion, may deem to be necessary, desirable or + appropriate. H. Excavation. The Crossing Project Plans, the City Utility Plans and the Railroad Project Plans shall address any required excavations, any changes to existing slopes or the construction of new slopes that are excessive and may create hazards, and any Retaining Walls that will be installed as part of the Project, as contemplated by the Formal Agreement and the Easement, License and Maintenance Agreements. I. Drainage. The Crossing Project Plans, the City Utility Plans and the Railroad -- Project Plans shall address any drainage facilities and their appurtenances required as a result of the Crossing Project, the City Utility Work and Railroad Project, respectively. J. Notice. Before commencing any phase of the Crossing Project work or the City Utility Work, the NTTA or the City, as the case may be, shall provide the advance notice that is required under the Formal Agreement and the Contractor's Right of Entry Agreement. K. Protection of Tracks. As and to the extent provided in Exhibit C-2, to the extent the operations of the NTTA or the City on the Railroad's property during the execution of the 4+4+4 Plan or the City Utility Work involves the passage or stationing of any cranes or other construction equipment over, across or on any tracks, the NTTA or the City, as the case may be, shall be responsible for the installation of such temporary protection as is required by the Railroad to protect such tracks, and all related switching and signaling devices and other Railroad equipment within such area. Section 6. INTENTIONALLY OMITTED] Section 7. OTHER RAILROADS All protective and indemnifying provisions of this Agreement shall inure to the benefit of the Railroad and any other railroad company lawfully using the Railroad's property or facilities, but shall in all events be subject to the limitations in Section III.P.13 of the Formal Agreement, including the exceptions to the limitations set forth in said Section III.P.13. 14792939\V-13 Section 8. BOOKS AND RECORDS The books, papers, records and accounts of Railroad, so far as they relate to the items of expense for the materials to be provided by Railroad under the Project, or are associated with the work to be performed by Railroad under the Project, shall be open to inspection and audit at Railroad's offices in Omaha, Nebraska, during normal business hours by the agents and authorized representatives of NTTA for a period of four (4) years from the date of completion of SWP/SH 121, provided that such period may be extended through the resolution date of any litigation or claims involving SWP/SH 121 that are then pending and are identified in a written notice to the Railroad from NTTA given prior to the end of such four year period. Section 9. REMEDIES FOR BREACH A. Subject to the terms of the Formal Agreement, including, without limitation, Sections III.P.13., III.Q. and III.R. thereof, if the NTTA or the City shall fail, refuse or neglect to perform and abide by the terms of this Agreement (which failure continues beyond the notice and cure periods provided in the Formal Agreement), the Railroad, in addition to any other rights and remedies, may exclude such non -compliant party from the Railroad's property and perform any work which in the judgment of the Railroad is necessary to place any non -compliant Structures, Retaining Walls and/or the City Utility Work in such condition as complies with the terms and provisions of this Agreement and the Formal Agreement regarding endangerment or material interference with the Railroad's facilities or operations or jeopardization of the safety of the Railroad's employees; and the NTTA or the City, as applicable, will reimburse the Railroad for the actual and reasonable expenses thereof. B. Subject to the terms of the Formal Agreement, including, without limitation, Sections III.P.13., III.Q. and III.R. thereof, if the Railroad shall fail, refuse or neglect to perform and abide by the terms of this Agreement (which failure continues beyond the notice and cure periods provided in the Formal Agreement), the NTTA or the City, in addition to any other rights and remedies, may exclude such non -compliant party from the NTTA's or the City's property and perform any work which in the judgment of the NTTA or the City is necessary to place any non -compliant Railroad improvements and appurtenances in such condition as complies with the terms and provisions of this Agreement and the Formal Agreement regarding endangerment or material interference with the NTTA's or the City's activities or jeopardization of the safety of the NTTA's or the City's employees; and the Railroad will reimburse the NTTA or the City, as the case may be, for the actual and reasonable expenses thereof. C. Termination of this Agreement shall not affect any rights, obligations or liabilities of the parties, accrued or otherwise, which may have arisen under this Agreement prior to termination nor affect the rights of the parties under the Formal Agreement and the Easement, License and Maintenance Agreements. Section 10. MODIFICATION - ENTIRE AGREEMENT No waiver, modification or amendment of this Agreement shall be of any force or effect unless made in writing, signed by the NTTA, the City and the Railroad and specifying with particularity the nature and extent of such waiver, modification or amendment. Any waiver by the Railroad of any default by the NTTA or the City, or by the NTTA or the City of any default B-5 14792939\V-13 by the Railroad, shall not affect or impair any right arising from any subsequent default. This Agreement and the Exhibits attached hereto and made a part hereof, together with the Formal s Agreement, the Hump Lead Agreement (as defined in the Formal Agreement), the Easement, License and Maintenance Agreements and the other documents executed pursuant hereto or thereto or in connection herewith or therewith, as all such agreements may be amended from time to time, collectively constitute the entire understanding and agreement between the NTTA, the City and the Railroad with respect to the Project and collectively supersede any prior understandings or agreements, whether written or oral, with respect to their subject matter. B-6 147929391V-13 Opp 4-0 NO IMA Im EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT RAILROAD COORDINATION REQUIREMENTS 1.01 DEFINITIONS the Agreement: The Construction Coordination Agreement that has been signed, or will be signed, between Railroad, the City and the NTTA with respect to the construction of the Project, to which this Exhibit is attached. AREMA: American Railway Engineering and Maintenance -of -Way Association. CCARs: The Southwest Parkway-UPRR Construction Coordination Constraints, Allowances and Requirements for Construction over the UPRR Davidson Yard attached as Exhibit C-2 to the Agreement. City: The City of Fort Worth, Texas, a Texas home -rule municipality. City Utility Work: The design and construction of certain relocated and new water and sewer lines under the Railroad's Davidson Yard. Contractor: The contractor or contractors hired by the NTTA to perform any Crossing Project work, or by the City to perform any City Utility Work, on any portion of Railroad's property and shall also include the Contractor's subcontractors and the Contractor's and subcontractor's respective employees, officers and agents, and others acting under its or their authority. Crossing Project: The design and construction of Southwest Parkway/SH 121 ("SWP/SH 121") over and across the Davidson Yard, which is owned and operated by the Railroad, including, without limitation, the design and construction of the two new SWP/SH 121 Bridges, the new Hulen Street Bridge, the NTTA Retaining Walls, the demolition of the now - existing bridge carrying Hulen Street and the Rosedale Work. Demolition Guidelines: The Guidelines for Preparations of a Bridge Demolition and Removal Plan for Structures Over Railroad, which are attached as Schedule 2 to this Exhibit. In the event of any conflict between such Guidelines and any of the Formal Agreement, the Agreement, any exhibits to the Agreement (including, without limitation, Exhibit C-2) or any documents executed in connection herewith or therewith, such other agreement or exhibit shall control. Formal Agreement: The Southwest Parkway/SH 121 Union Pacific Railroad/Project Partners Formal Agreement executed as of January 8, 2009, between C-1 14792979\V-13 .. MW fto -10 the Railroad, the NTTA, the City and TxDOT, as amended. Guidelines: The BNSF and UPRR Guidelines for Railroad Grade Separation Projects, which are attached as Schedule 1 to this Exhibit. In the event of any conflict between such Guidelines and any of the Formal Agreement, the Agreement, any exhibits to the Agreement (including, without limitation, Exhibit C-2) or any documents executed in connection herewith or therewith, such other agreement or exhibit shall control. MUTCD: Manual on Uniform Traffic Control Devices. NTTA: North Texas Tollway Authority, a regional tollway authority and political subdivision of the State of Texas. NTTA Retaining Walls: Certain retaining walls and related drainage systems at various locations along the boundaries separating the North Mainline Bypass Tracks and other portions of the Railroad's Davidson Yard from the right of way of SWP/SH 121 and other properties of the Project Partners to be constructed by the NTTA, as provided in the Formal Agreement. Project: Collectively, the Crossing Project, the City Utility Work, the Railroad Project and other elements of S WP/SH 121 being constructed in the vicinity of Davidson Yard. Project Partners: NTTA, the City and TxDOT, collectively. Railroad: Union Pacific Railroad Company, a Delaware corporation. Railroad Project: The design and construct the 4+4+4 Plan, including the design and construction of the North Mainline Bypass Tracks, the Railroad Retaining Walls, and the design and construction of the Trinity River Railroad Bridge, the easterly extension of trackage and related improvements. Railroad Project The UPRR Designated Individual for the Project appointed pursuant to Representative: the Formal Agreement (see Section 1.03 of this Exhibit). Railroad MTM Railroad's Manager of Track Maintenance for the Project (see Representative: Section 1.03 of this Exhibit). Railroad Retaining Certain retaining walls and related drainage systems at various Walls: locations along the boundaries separating the North Mainline Bypass Tracks and other portions of the Railroad's Davidson Yard from the right of way of SWP/SH 121 and other properties of the Project Partners to be constructed by the Railroad, as provided in the Formal Agreement. C-2 14792939\V-13 Mr Requirements: The Railroad Coordination Requirements set forth in this Exhibit. Retaining Walls: Collectively, the NTTA Retaining Walls and the Railroad Retaining Walls. TxDOT: The Texas Department of Transportation, an agency of the State of Texas. 1.02 DESCRIPTION The Crossing Project and the City Utility Work each includes construction work within the Railroad's right-of-way within the Railroad's Davidson Yard. The Railroad Project includes construction that is along the boundaries of the right of way of SWP/SH 121 and other properties of the Project Partners. These Requirements, together with the CCARs, describe coordination by the NTTA and the City with the Railroad when work by any Contractor will be performed upon_, .t over or under the Railroad right-of-way or may impact current or future Railroad operations and coordination by the Railroad with the NTTA, the City and their respective Contractors in the performance of the Railroad Project. Each such Contractor will coordinate with the Railroad while performing the work outlined in the Agreement and shall afford the same cooperation with the Railroad as it does with the NTTA or the City, as they case may be. All submittals and work by the NTTA and the City shall be completed in compliance with these Requirements, the - CCARs, the Guidelines, AREMA recommendations and/or as directed by the Railroad Project Representative and/or the Railroad MTM Representative in accordance with the Agreement and the Formal Agreement. All submittals and work by the Railroad shall be completed in - compliance with these Requirements, the CCARs, the Guidelines, and the AREMA recommendations. 1.03 UPRR CONTACTS The Railroad Project Representative for the Project (subject to replacement in accordance with the provisions of the Formal Agreement) is: Ed Adelman 5701 West Vickery Fort Worth, Texas 76107 817.353.7035 edadelman@up.com For Railroad flagging services and track work in connection with the Project, contact the following Railroad MTM Representative (who may be replaced in the same manner and pursuant to the same conditions as are applicable to replacement of the Railroad Project Representative): -- Blake Woodson 5701 West Vickery Fort Worth, Texas 76107 817.372.1683 bewoodson@up.com C-3 14792939\V-13 r 1.04 PLANS / SPECIFICATIONS A. The Crossing Project Plans are each subject to the written approval by the Railroad, as and to the extent provided in the Formal Agreement and the Agreement. A schedule of the Crossing Project Plans that have been submitted to and approved by the Railroad as of the Effective Date is attached as Exhibit E-1 to the Agreement, subject to the resolution to the mutual satisfaction of the NTTA and the Railroad of UPRR Review Comments to Section 2 dated August 26, 2009 and the UPRR — Wilson comments to Section 213 dated September 1, 2009, also attached as Exhibit E-1 to the Agreement. Changes in the Crossing Project Plans made after the execution of the Agreement and/or the awarding of the Crossing Project to the applicable Contractor are subject to the prior review and written approval of the Railroad, as and to the extent provided in the Formal Agreement and the Agreement. B. The City Utility Plans are subject to the written approval by the Railroad, as and to the extent provided in the Formal Agreement and the Agreement. C. The Railroad Project Plans are subject to the written approval by the NTTA, as and to the extent provided in the Formal Agreement and the Agreement. A schedule of the Railroad Project Plans that have been submitted to and approved by the NTTA as of the Effective Date is attached as Exhibit E-2 to the Agreement. Changes in the Railroad Project Plans made after the execution of the Agreement and/or the awarding of the Railroad Project are subject to the prior review and written approval of the NTTA, as and to the extent provided in the Formal Agreement and the Agreement. 1.05 UTILITIES AND FIBER OPTICS A. Except as otherwise provided in the Plans or the Construction Schedule, all utility installations shall be constructed in accordance with current AREMA recommendations and Railroad specifications and requirements. Railroad guidelines for utility installations can be found on the Railroad website at http://www.uprr.com/reus/pipeline/install.shtml. - In the event of any conflict between such guidelines and any of the Formal Agreement, the Agreement, any exhibits to the Agreement (including, without limitation, Exhibit C-2 thereto) or any documents executed in connection herewith or therewith, such other agreement or exhibit shall control. B. Except as otherwise provided in the Plans, the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, it shall be the responsibility of the NTTA (with respect to the Crossing Project) and the City (with respect to the City Utility Work), at their respective expense, to make arrangements directly with utility companies involving the protection, encasement, reinforcement, relocation, replacement, removing or abandonment in place of non -railroad facilities affected by the Crossing Project or the City Utility Work. Except as otherwise provided in the Plans, the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, (i) Railroad has no obligation to supply additional Railroad property for non -railroad facilities affected by the Crossing Project or the City Utility Work, and (ii) Railroad has no obligation to permit non -railroad facilities C-4 14792939\V-13 affected by the Crossing Project or the City Utility Work to be abandoned in place or relocated on Railroad's property. D. Except as otherwise provided in the Plans, the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, any fiber optic relocations or protections that are required due to the Crossing Project or the City Utility Work (as distinct from the Railroad Project) will be at the NTTA's or the City's expense, as applicable. 1.06 GENERAL A. The proposed construction shall be performed in compliance with all applicable Federal Railroad Administration rules and regulations. B. Track protection is required for work equipment (including rubber tired equipment) as and to the extent provided in Exhibit C-2 to the Agreement. Except as otherwise provided in the Agreement. (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, all work shall be executed so as not to extend into the temporary construction clearance envelopes identified in Section 1.12 of this Exhibit. 1.07 INTENTIONALLY OMITTED. 1.08 RIGHT OF ENTRY, ADVANCE NOTICE AND WORK STOPPAGES A. Prior to beginning any work within the Railroad right-of-way, a Contractor (for purposes of this Section 1.08 and Section 1.09, the term "Contractor" is understood to mean only direct, general contractors of the NTTA or of the City, as the case may be) shall enter into an agreement with the Railroad in the form of the Contractor's Right of Entry Agreement, attached as Exhibit D to the Agreement. There shall be no fee for processing of such Contractor's Right of Entry Agreement. The Contractor's Right of Entry Agreement shall specify working time frames, flagging, inspection and insurance requirements and any other items specified by the Railroad consistent with the Agreement (including, without limitation, Exhibit C-2 thereto) and Formal Agreement. B. The Contractor shall give advance notice to the Railroad as required in the Contractor's Right of Entry Agreement before commencing work in connection with construction upon or over Railroad's right-of-way and shall observe the Railroad rules and regulations with respect thereto, as and to the extent provided in the Contractor's Right of Entry Agreement. C. All work upon the Railroad right-of-way shall be done at such times and in such a manner as set forth in the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto), this Exhibit and the Formal Agreement. Any work to be performed by the Contractor, which requires flagging service or inspection service, shall be deferred until the flagging protection required by the Railroad is available at the job site as and to the extent provided in the CCARs. See Section 1.21 of this Exhibit and the CCARs for railroad flagging requirements, the latter of which provides for, among other things, the presence of a UPRR flagger for the duration of all construction activities in the Davidson Yard. C-5 14792939\V-13 D. The Railroad Project Representative has the right in certain circumstances to suspend performance of the work by the NTTA or the City, as and to the extent and with the consequences provided in the Formal Agreement. In the event such an order is given, the affected Contractor shall immediately notify the NTTA or the City, as the case may be, of the order. 1.09 INSURANCE The Contractor shall not begin work within the Railroad's right-of-way until the Railroad has been furnished the insurance policies, binders, certificates and endorsements required by the Contractor's Right -of -Entry Agreement, and the Railroad Project Representative has advised the NTTA or the City, as the case may be, that such insurance is in accordance with such Agreement. The required insurance shall be kept in full force and effect during the performance of work and thereafter until the Contractor removes all tools, equipment, and material from Railroad property and cleans the premises in a manner reasonably satisfactory to the Railroad. 1.10 RAILROAD SAFETY ORIENTATION All personnel employed by the NTTA, the City or any Contractor and all subcontractors must complete safety orientation (as and to the extent provided in the Safety Requirements attached as Exhibit D to the Right of Entry Agreement) prior to working on Railroad property. 1.11 COOPERATION The Railroad, the Contractors, the NTTA and the City shall cooperate with one another in the scheduling of Project work, consistent with the terms, conditions and requirements of the Plans, the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto) and the Formal Agreement. 1.12 CONSTRUCTION CLEARANCES Except as otherwise provided in the Crossing Project Plans, the Construction Schedule, the Agreement (including without limitation Exhibit C-2 thereto) or the Formal Agreement, the Contractor shall abide by the twenty-one (21) foot temporary vertical construction clearance defined in Section 4.4.1.1 and twelve (12) foot temporary horizontal construction clearance defined in Section 4.4.1.2 of the Guidelines. Except as otherwise provided in the Crossing Project Plans, the Agreement (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, reduced temporary construction clearances, which are less than construction clearances defined above, will require special review and approval by the Railroad. Except as otherwise provided in the Crossing Project Plans, the Agreement (including, without limitation, Exhibit C-2 thereto) or the Formal Agreement, any proposed variance on the specified minimum clearances due to the Contractor's operations shall be submitted to the Railroad Project Representative through the NTTA or the City (as applicable) not less than fourteen (14) days in advance of the work, provided that such advance submission period shall be extended to twenty (20) days for proposed variances that are unusually complex, present C-6 14792939\V-13 unusual operating or life safety issues for the Railroad or require specialized analysis and review of atypical or unconventional construction means, methods or materials. The NTTA or the City (as applicable) shall pre -review all submittals prior to the Railroad and confirm that all submittals appear to be in conformance with the requirements of the Agreement. No work shall be undertaken until the variance is approved by the Railroad Project Representative. 1.13 SUBMITTALS A. Construction submittals and Requests for Information (RFI) to the Railroad shall be submitted per Section 3.5 of the Guidelines, except to the extent such submittals are already covered by the Plans, and except that the Railroad's time period for approving or otherwise responding to such submittals and RFIs, rather than the time period(s) specified in the Guidelines, shall be fourteen (14) days, provided that such approval period shall be extended to twenty (20) days for those submittals or RFIs that are unusually complex, present unusual operating or life safety issues for the Railroad or do not require specialized analysis and review of atypical or unconventional construction means, methods or materials. The NTTA or the City (as applicable) shall pre -review all submittals and RFIs prior to their submission to the Railroad and confirm that all submittals and RFIs appear to be in conformance with the requirements of the Agreement. B. Any details of the construction of the Crossing Project or the City Utility Work not previously included in the Crossing Project Plans or the City Utility Plans and approved by the Railroad shall be submitted by the NTTA or the City or the applicable Contractor to the Railroad Project Representative for the Railroad's review and approval as and to the extent required under Section 9 of the Agreement. Any details of the construction of the Railroad Project not previously included in the Railroad Project Plans and approved by the NTTA shall be submitted by the Railroad to the NTTA for the NTTA's review and approval as and to the extent required under Section 9 of the Agreement. C. As Built Submittals shall be submitted per Section 3.6 of the Guidelines. 1.14 MAINTENANCE OF PROPER DRAINAGE AND DAMAGE TO RAILROAD FACILITIES A. The Contractor, at its expense, shall be required to maintain all ditches and drainage structures free of silt or other obstructions which may result from the Contractor's operations and to repair and restore any Railroad property, tracks and facilities of Railroad and/or its tenants damaged by Contractor's operations, to the extent not attributable to the fault of the Railroad or others for whom the Railroad is legally responsible. B. The Crossing Project Plans and City Utility Plans shall include a method of erosion control and have the method reviewed and approved by the Railroad as part of the Crossing Project Plan or City Utility Plan approval process, prior to beginning any grading in the Crossing Areas or in connection with the City Utility Work. Erosion control methods must comply with all local, state and federal regulations applicable to the NTTA and the City (as the case may be). %� C-7 14792939\V-13 1.15 SITE INSPECTIONS BY RAILROAD PROJECT REPRESENTATIVE, _ RAILROAD MTM REPRESENTATIVE OR RAILROAD'S CONTRACTOR A. In addition to the office reviews of construction submittals, site observations will be performed by the Railroad Project Representative, Railroad MTM Representative or Railroad's Contractor at significant points during construction per Section 4.11 of the Guidelines. B. Site inspections are not limited to the milestone events listed in the Guidelines. Site visits to check the progress of work may be performed at any time throughout the construction process, as deemed necessary by the Railroad; provided that all such inspections shall be preceded by reasonable notice and shall be conducted so as to not unreasonably interfere with the NTTA's or the City's construction activities. C. A construction schedule, identified in the Formal Agreement as the "Construction Schedule" and herein so called, for all major project elements to be performed, has been prepared, reviewed, approved by the NTTA, the City and the Railroad pursuant to the Formal Agreement and in conjunction with the development of the CCARs, a copy of which is attached to the Fifth Amendment. This Construction Schedule shall be updated as necessary from time to time. 1.16 RAILROAD REPRESENTATIVES A. Railroad flag persons will be provided by the Railroad at the expense of the NTTA or the City (as the case may be) or their respective Contractors (as stated elsewhere in the Agreement) to protect Railroad facilities, property and movements of its trains and engines. In general, the Railroad will furnish such personnel or other protective services as follows: 1. When any part of any equipment or object, such as erection or construction activities, is standing or being operated within 25 feet, measured horizontally from centerline, of any track on which trains may operate, subject to the exceptions provided for in Exhibit C-2 to the Agreement. 2. For any excavation below the elevation of track subgrade when, in the opinion of the Railroad MTM Representative, the track or other Railroad facilities may be subject to settlement or movement. 3. During any clearing, grubbing, excavation or grading in proximity to Railroad facilities which, in the opinion of the Railroad MTM Representative, may affect Railroad facilities or subject to the exceptions provided for in Exhibit C-2 to the Agreement. 4. During any Contractor's operations when, in the opinion of the Railroad MTM Representative, the Railroad facilities, including, but not limited to, tracks, buildings, signals, wire lines or pipe lines, may be endangered. B. The Contractor shall arrange with the Railroad MTM Representative to provide the adequate number of flag persons to accomplish the work, consistent with the CCARs. C-8 14792939\V-13 1.17 WALKWAYS REOUIRED Parallel to the outer side of each exterior track of multiple live track and on each side of single live track, an unobstructed continuous space suitable for trainman's use in walking along trains, extending in width not less than twelve feet (12') perpendicular from centerline of track, shall be maintained, subject to the exceptions provided for in Exhibit C-2 to the Agreement. Any temporary impediments to walkways and track drainage encroachments or obstructions allowed during working hours must be covered, guarded and/or protected as soon as practical. Walkways with railings shall be constructed by the Contractor over open excavation areas when in close proximity of live track (other than within "Absolute Work Zones" as described in Exhibit C-2 to the Agreement), and railings shall not be closer than 9' perpendicular from the center line of tangent live track or 9' — 6" horizontal from curved live track, subject to the exceptions provided for in Exhibit C-2 to the Agreement. 1.18 COMMUNICATIONS AND SIGNAL LINES If and only to the extent indicated on the Crossing Project Plans, or the City Utility Plans, or in the Construction Schedule or the CCARs, the Railroad, at NTTA's or the City's expense, as the case may be, will rearrange its communications and signal lines, grade crossing warning devices, train signals, tracks and facilities that are in use and maintained by Railroad forces in connection with its operation. This work by the Railroad will be done by its own forces or by contractors under a continuing contract and may or may not be a part of the work under the Agreement. 1.19 TRAFFIC CONTROL The Contractor's personnel who control such Contractor's traffic across or around Railroad facilities shall coordinate with and be approved by the Railroad MTM Representative consistent with the Construction Schedule, the Agreement (including, without limitation, Exhibit C-2 thereto) and the Formal Agreement and shall be in compliance with the MUTCD. 1.20 CONSTRUCTION EXCAVATIONS A. The Contractor shall be required to take special precautions and care in connection with excavating and shoring. Excavations for construction of footings, piers, columns, walls or other facilities that require shoring shall comply with requirements of OSHA, AREMA and Railroad "Guidelines for Temporary Shoring" attached hereto as Schedule 3. B. Except within the NTTA temporary access areas shown on Exhibit F-3 and the City temporary access areas shown on Exhibit A-4, which are subject to the requirement for flagman under Section 1.21 of this Exhibit and the other restrictions set forth in this Exhibit, and except as otherwise permitted or authorized by the CCARs, the Railroad does not allow temporary at grade crossings without the approval of the Railroad MTM Representative and when there is no practical alternative route available to Contractor to access the Crossing Areas and the sites of the City Utility Work. C. Each Contractor shall be required to submit detailed plans showing that proposed staging or materials storage areas within the Davidson Yard are in conformance with the requirements of Exhibit C-2 and Exhibit F-3 to the Agreement or, in the case of the City Utility Work, the requirements of Exhibit A-4 and Exhibit C-2, prior to such C-9 14792979\V-17 Contractor's entry into Davidson Yard. " 1.21 RAILROAD FLAGGING Performance of any work by the Contractor in which person(s) or equipment will be within twenty-five (25) feet of any track on which trains may be active, or in which any object or equipment extension (such as, but not limited to, a crane boom) will reach within twenty-five (25) feet of any track on which trains may be active, require railroad flagging services or other protective measures, in accordance with and subject to the exceptions provided in Exhibit C-2 to the Agreement. The Contractor shall give an advance notice to the Railroad as required in the Contractor's Right of Entry Agreement before commencing any such work, allowing the Railroad to determine the need for flagging or other protective measures which ensure the safety of Railroad's operations, employees and equipment, and Contractor shall comply with all other requirements regarding flagging services covered by the Contractor's Right of Entry Agreement, consistent in each case with the Formal Agreement, the Agreement (including, without limitation, Exhibit C-2 thereto) and the Construction Schedule. Any costs associated with failure to abide by these requirements will be borne by the Contractor. The current estimated 2009 pay rate for each flag person is $700 per day for an eight (8) hour work day and $1000 per day for a ten (10)-hour work day, plus any vehicle mileage to and from the job site, with time and one-half for overtime, Saturdays, Sundays; double time and one-half for holidays. Flagging rates are set by the Railroad and are subject to change due to, but not limited to, travel time, setup, plus per diem and rest time (if work is required at night), all as provided in more detail in the Contractor's Right of Entry Agreement. 1.22 CLEANING OF RIGHT-OF-WAY y Except as otherwise provided in the CCARs, each Contractor shall, upon completion of the work to be performed within its work areas and other properties of the Railroad, promptly remove from such work area and other Railroad properties (as applicable) all of Contractor's tools, implements and other materials, whether brought upon such work areas or other Railroad properties by the Contractor or any subcontractors, employees or agents of Contractor or of any subcontractor, including the removal of any temporary paving or other protective measures, and leave such work areas and other properties in as clean and presentable a condition as existed prior to the Contractor's activities; provided, however, that nothing in this Section is intended to modify the respective environmental obligations of the parties as set forth in Section III.J. of the Formal Agreement. 1.23 CONTRACTOR'S RESPONSIBILITY OF SUPERVISION Each Contractor, at its expense, shall adequately supervise all work to be performed by such Contractor. Such responsibility shall not be lessened or otherwise affected by Railroad's approval of the Crossing Project Plans or the City Utility Plans, or by the presence at the work site of the Railroad Project Representative, Railroad MTM Representative or any other Railroad representative or Railroad contractor providing inspection services, or by the compliance by such Contractor with any requests or recommendations made by such representatives. Each Contractor will give due consideration to suggestions and recommendations made by such C-10 14792939\V-13 representatives for the safety and protection of the Railroad's property and operations, as further w. provided in the Formal Agreement and subject to the CCARs. W. ftw C-11 14792939\V-13 qp SCHEDULEI TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT BNSF AND UPRR GUIDELINES FOR �- RAILROAD GRADE SEPARATION PROJECTS C-12 14792939\V-13 me — BNSF RAILWAY — UNION PACIFIC RAILROAD ow GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS BRIDGE STANDARDS OKA1i8 MOMA I OM PWAV 16U *lMW COVER PAGE FM OVOWL UPRR DATE: MAM AUTHORED BY: A. AMM I CHMM BY: K. JENNM TABLE OF CONTENTS Section I Article Page 1. INTRODUCTION 1.1 Purpose 6 1.2 Definitions 6 1.3 Guidelines and References 7 2. AGREEMENTS 2.1 Applicant and Contractor Responsibility 9 2.2 Railroad Right -of -Way 9 2.3 Railroad Right -of -Entry Agreement 9 2.4 C & M Agreement 9 2.5 Railroad Review of Submittals and Construction Observation 10 3. SUBMITTALS 3.1 Railroad Review Process 11 3.2 Contractor Review 11 3.3 Applicant and/or Engineer -of -Record Review . 11 3.4 Submittal Schedule . 11 3.4.1 Design Submittals . 11 3.4.2 Design Calculations . 11 3.4.3 Geotechnical Report 12 3.4.4 Drainage Report. 12 3.4.5 Units 12 3.5 Construction Submittals . 12 3.6 As Built Submittals 16 4. GENERAL REQUIREMENTS FOR GRADE SEPARATION PROJECTS 4.1 Railroad Operational Requirements . 17 4.1.1 Shoofly Track(s). . 17 4.1.2 Track Spacing and Shifting . 17 4.1.3 Future Track(s) . 17 4.1.4 Access Road . 18 4.2 Grade Separation Structure Type 18 4.3 Structure Separation 18 4.4 Construction 18 4.4.1 Construction Clearances 19 1 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 4.4.1.1 Temporary Vertical Construction Clearances . . 19 4.4.1.2 Temporary Horizontal Construction Clearances 19 4.4.2 Shoring 19 4.4.3 Demolition . 19 4.4.4 Erection 19 4.4.5 Falsework . 19 4.4.6 Vegetation . 19 4.5 Drainage 19 4.5.1 Erosion and Sediment Control . 20 4.5.2 Hydraulic Criteria for Bridge and Culvert Openings . 20 4.5.3 Hydraulic Criteria for Drainage Systems Parallel to Railroad Tracks 21 4.6 Fences . 21 4.7 Retaining Walls . 21 4.8 Embankment Surcharge. . 22 4.9 Utilities . 22 4.10 Construction Management Team . 22 4.11 Railroad Site Observation During Construction . 23 5. OVERHEAD STRUCTURES 5.1 Design . 25 5.1.1 Design Plans 25 5.2 Permanent Clearances 25 5.2.1 Permanent Vertical Clearance . 25 5.2.2 Permanent Horizontal Clearance . . 26 5.3 Temporary Clearances 26 5.4 Overhead Superstructures 26 5.4.1 Barrier Rail. . 26 5.4.2 Fence with Barrier Rail . 26 5.5 Overhead Substructures 27 5.5.1 Piers 27 5.5.2 Pier Protection . 27 5.5.3 Abutments . 28 5.6 Lighting . 28 5.7 Drainage and Erosion 28 6. UNDERPASS STRUCTURES 6.1 Design . 30 6.1.1 Design Loads . 30 6.1.2 Design Plans and Calculations . 30 6.1.3 Concrete Requirements 30 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 .. 2 41 6.1.4 Reinforcing Steel Requirements 31 6.1.5 Prestressing Strand Requirements . 31 6.1.6 Structural Steel Requirements . 31 6.2 Future Track and Access Road 32 6.2.1 Access to Underpass Structure . 32 6.3 Skew 32 6.4 Approach Slab 33 6.5 Structure Separation 33 6.6 Clearances . 33 6.6.1 Permanent Vertical Clearance . 33 6.6.2 Permanent Horizontal Clearance . . 34 6.6.3 Temporary Clearances . 34 6.7 Sacrificial Beams, Fascia Beams and Impact Protection Devices . 34 6.8 Superstructure 34 6.8.1 Acceptable Superstructure Types 34 6.8.2 Deck Type and Width . 35 6.8.3 Composite Deck 35 6.8.4 Ballast Retainers, Fences and Handrails 35 6.8.5 Walkway 35 6.8.6 Drainage . 35 6.8.7 Waterproofing . 36 6.8.8 Steel Superstructure 36 6.8.8.1 Diaphragms or Cross Frames . 37 6.8.8.2 Mechanically -Connected Bottom Flanges . 37 6.8.9 Painting of Steel Structures 37 6.8.10 Concrete Superstructure 38 6.8.10.1 Tie Rods . 38 6.9 Substructure 38 6.9.1 Piers 38 6.9.2 Abutments . 39 6.10 Sequence of Construction 39 6.11 Construction Excavation 39 6.12 Temporary Structures . 39 7. TRAILS 7.1 At Grade Crossing 40 7.2 Trail Parallel to Track 40 7.3 Grade Separated Crossing 40 7.3.1 Overhead Crossing (Trail over Railroad) . 40 7.3.2 Underpass Crossing (Railroad Structure over Trail) . 40 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, Jnnuary 24, 2007 3 7.3.2.1 New Underpass Crossing 7.3.2.2 Crossing Under Existing Structures. 7.4 Drainage . 7.5 Fence . 7.6 Signs . 7.7 Lighting . . 40 . 40 . 41 . 41 . 41 . 41 4 GUIDELINES FOR RAILROAD GRADE SEPAR MON PROJECTS, January 24, 2007 2. AGREEMENTS 2.1 Applicant and Contractor Responsibility The Applicant, at its expense, shall be solely responsible for all costs, design, construction, future replacement, maintenance and serviceability of the proposed Grade Separation Project, except as noted otherwise in the C & M Agreement with the Railroad. The Applicant shall develop design plans including, without limitation, all procedures necessary to construct and maintain the proposed Grade Separation Project, which cause no interruption to Railroad operations during and after construction. The Applicant must verify with the Railroad Local Representative for the latest version of these guidelines prior to developing Construction Documents. The Applicant shall be responsible for obtaining all Federal, State, local and other permits for construction of the Grade Separation Project. The Applicant and/or the Engineer -of -Record have the ultimate responsibility and liability for the Construction Documents and liability for damages to Railroad property during and after construction of the project. The Contractor is responsible to comply with the construction documents prepared by the Applicant. The Contractor shall comply with Railroad requirements stated in the C & M Agreement prior to the commencement of any construction. The Contractor shall develop work plans that ensure the track(s) remain open to train traffic per Railroad requirements as stated in the C & M Agreement and meet the requirements of the Railroad Right -of -Entry Agreement (if applicable). The Applicant is responsible for the security and safety of all people including the general public and trespassers, and the protection of Railroad infrastructure within the limits of the proposed Grade Separation Project. Any damage to Railroad property such as track, signal equipment or structure could result in a train derailment. All damages must be reported immediately to the Railroad Local Representative in charge of the project and to the Railroad Manager of Track Maintenance (MTM). The Applicant and Contractor are required to meet all safety standards as defined by the Railroad, Federal Railroad Administration (FRA), Division of Occupational Safety and Health Administration (OSHA), Local, State and Federal Governments and the State Railroad Regulatory Body. 2.2 Railroad Right -of -Way The Railroad right-of-way accommodates existing tracks, drainage systems, multiple utilities, Access Roads and space for future track(s). The proposed Grade Separation Project shall not limit current or future Railroad operating capacity and utility accommodations within the Railroad right-of-way. 2.3 Railroad Right -of -Entry Agreement The Applicant, Contractor or their representatives must sign the Railroad's Contractor's Right -of -Entry Agreement (if applicable) and/or obtain a valid Right -of -Entry permit from the Railroad and comply with all Railroad requirements when working within the Railroad right-of-way limits. Limits of Railroad right-of-way are to be located by the Applicant and identified on the plans. 2.4 C & M Agreement Any Overhead Structure or Underpass Structure impacting the Railroad will require the Applicant to execute a C & M Agreement prior to any construction on Railroad right-of-way. The C & M Agreement cannot be signed without the Railroad's prior approval of construction documents. The C & M agreement shall include a funding source, cost GliIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 .. estimate, insurance and indemnification requirements, method of payment, responsibility for design, construction, ownership, maintenance and future replacement. The Applicant shall own, maintain and replace the proposed Overhead Structure or Underpass Structure at no cost to the Railroad and with no interruption to Railroad operations during construction, maintenance and future replacement of the Structure. The Railroad shall, at its own expense, be responsible for ownership and maintenance of track components only. The Applicant is responsible for performing the work in accordance with the terms specified in the C & M Agreement. This responsibility includes, without limitation, compliance with all Railroad requirements, Federal, State and Local Laws and applicable county or municipal ordinances and regulations. 2.5 Railroad Review of Submittals and Construction Observation The Applicant will be responsible for all costs associated with the Railroad or its consultant's review of design and construction documents. Prior to any review, the Railroad Local Representative shall receive written notice from the Applicant agreeing to pay all costs associated with review of the submittals and project site observations during design and construction phases of the project. Review expenses shall include all costs for in-house personnel and/or consultants retained by the Railroad. The estimated costs shall not be the upper limit of the costs but will provide a guideline for budgeting purposes. Review cost is a function of the quality of submittals received from the Applicant. Regardless, all actual costs incurred by the Railroad or its consultant during the plan review process and construction monitoring phase of the work shall be fully recoverable from the Applicant. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 10 i 3. SUBMITTALS 3.1 Railroad Review Process All design and construction submittals shall be transmitted to the Railroad Local Representative. The submittal will then be forwarded to the Railroad's Central Engineering department. The Central Engineering department shall have the option of reviewing the project documents in-house or by using an outside consultant. If an outside consultant is used to review the design documents, the Central Engineering department representative will arrange for communication with the Applicant to resolve design issues. During the review process, the Railroad Local Representative shall be the point of contact for resolving outstanding issues. It should be noted that the Railroad's review and approval of construction documents does not relieve the Applicant and/or Engineer -of -Record from the ultimate responsibility and liability for damages to Railroad property during and after construction of the proposed Grade Separation Project, nor does it relieve the Applicant and the Contractor from their responsibilities, obligations and/or liabilities under the C & M Agreement and the Contractor's Right -of -Entry Agreement (if applicable). Railroad's approval of construction documents will be given with the understanding that Railroad makes no representations or warranty as to the validity, accuracy, legal compliance or completeness of such documents and that any reliance by the Applicant, Engineer -of -Record or Contractor on such documents is at the risk of Applicant, Engineer -of -Record and Contractor. 3.2 Contractor Review The Contractor must review all construction submittals to ensure that the materials and proposed method of construction are compatible with the existing site conditions. The Contractor's work plan must be developed to allow Railroad traffic to remain in service per Railroad requirements and C&M Agreement. 3.3 Applicant and/or Engineer -of -Record Review The Applicant and/or Engineer -of -Record must review and approve each construction submittal for compliance with the construction documents, AREMA and/or AASHTO, and these Guidelines before forwarding the submittal to the Railroad for review and approval. 3.4 Submittal Schedule The Applicant shall schedule submittals per Tables 3-1 or 3-2 to ensure adequate time for review. The Applicant shall not expect a lesser time for review than that indicated in the tables nor shall the Railroad be responsible for delayed design and construction. Partial, incomplete or inadequate submittals will be rejected, thus delaying the approval. Revised submittals will follow the same procedure as the initial submittal until all issues are resolved. At the 100% submittal, prior to submission to the Railroad, all design plans and calculations, project specifications/Special Provisions, the geotechnical report and the drainage report must be signed and stamped by a registered Professional Engineer familiar with the Railroad requirements and licensed in the State where the project is located. 3.4.1 Design Submittals The Applicant or their representative shall submit all applicable design submittals as shown in Table 3-1 or 3-2 to the Railroad for review and approval following their own internal review and approval of the submittal. Design plans shall be submitted in 11 "x17" hard copy format as well as electronic .pdf format. See Plan No. 711100, sheets 2 and 3 and also Plan No. 711200, sheet 1 for additional information regarding items to be included in the Design Plans. 3.4.2 Design Calculations Design calculations shall be provided for all structures, except Overhead Structures, to be constructed as part of the project. Design Calculations shall be clear, readable and easy to follow. Computer program generated output or 11 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 -. data sheet calculations shall be accompanied by input data information and sample calculations to verify the accuracy of the computer output. 3.4.3 Geotechnical Report A geotechnical report shall be provided covering all bridges and retaining walls. The preliminary geotechnical report shall include enough information to support foundation design calculations and backfill design requirements. The final geotechnical report shall have recommendations consistent with those used in the final structural design. 3.4.4 Drainage Report A drainage report is required if the Grade Separation Project necessitates changes in existing drainage patterns or increases in drainage flow on Railroad right-of-way. See Section 4.5.2 and 4.5.3 for hydraulic criteria to be used. 3.4.5 Units All controlling dimensions, elevations, design criteria, assumptions and material stresses shall be expressed in English units. Dual units with English units in parenthesis are acceptable for projects that require the use of Metric units per Federal, State and/or Local government requirements. 3.5 Construction Submittals The Applicant or their representative shall submit all applicable construction submittals defined in Tables 3-1 or 3-2 to the Railroad for review and approval following their own internal review and approval of the submittal. The Engineer- of-Record's review comments must be submitted to the Railroad along with the construction submittal. Table 3-1, Overhead Structures Railroad Phase Type of Submittals Format Review Time Design A Concept (Plans and Site Pictures) 4 hard copies and .pdf 4 weeks 30% (Applicant response, Design Plans, Project Specifications, 4 hard copies B Drainage Report, Shoofly Design, Construction Phasing Plans) and .pdf 4 weeks 100% (Applicant response, Design Plans, Project 4 hard copies C Specifications, Drainage Report, Shoofly Design, Construction and .pdf 4 weeks Phasing Plans) Construction Shoring Falsework Demolition 4 hard copies 4 weeks Erection and .pdf Erosion Control Construction Phasing Plans All .pdf files shall be submitted on Compact Disc (CD) and may also be transmitted electronically via e-mail or through an internet ftp site A. The Concept Submittal shall, at a minimum, include the following: 1. Plan, Elevation and Typical Section of proposed grade separation. 2. Photo log with pictures of the proposed project location. Site pictures shall be in all controlling directions including, but not limited to, North, East, South and West. The plan view should show a reference location and direction for each picture. 12 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 .. Four (4) sets of the concept submittal shall be transmitted to the Railroad Local Representative. Allow four (4) weeks for in-house review by the Railroad's Local Representative and Local Operating Unit from the time the submittal is received. B. The 30% Submittal shall, at a minimum, include the following: 1. Applicant response to Railroad review comments on the concept submittal. The 30% submittal shall reflect concept review comments. 2. Design Plans showing a Plan View, Elevation View, Typical Section and Railroad Profile Grade Diagram. See Plan No. 711100, sheet 2 for additional details. Plans to include general notes per Plan No. 711100, sheet 3 and to indicate structure design criteria and construction methods. 3. Project Specifications and/or Special Provisions, including Railroad coordination requirements. 4. Drainage Report, if drainage is affected (See Section 3.4.4). 5. Shoofly Design. Bridge general plan shall show the location of the shoofly and indicate the footprint of the structure in relation to centerline of shoofly and existing track(s). See Section 4.1.1. 6. Construction Phasing Plans. Construction Phasing Plans must show all required phasing, construction procedures, controlling dimensions and elevations. See Section 4.1. Note: Fiber optic cables may be presently buried on the Railroad right-of-way or such installations may be scheduled. The presence of such facilities shall be considered in the project design and appropriate measures for the installation and protection of the fiber optic cables shall be addressed in the plans and contract documents. Four (4) sets of the 30% submittal shall be transmitted to the Railroad Local Representative. Allow four (4) weeks for in-house review by the Railroad's Central Engineering department from the time plans are received. All review comments shall be returned to the Railroad Local Representative for handling with the Applicant. C. The 100% Submittal shall, at a minimum, include the following: 1. Applicant response to Railroad review comments on the 30% submittal. The 100% submittal shall reflect 30% review comments. 2. Design Plans showing Plan View, Elevation View, Typical Section and Railroad Profile Grade Diagram. See Plan No. 711100, sheet 2 for additional details. Plans to include general notes per Plan No. 711100, sheet 3 and to indicate structure design criteria and construction methods. 3. Project Specifications and/or Special Provisions, including Railroad coordination requirements. 4. Drainage Report, if drainage is affected (See Section 3.4.4). 5. Shoofly Design. Bridge general plan shall show the location of the shoofly and indicate the footprint of the structure in relation to centerline of shoofly and existing track(s). See Section 4.1.1. 6. Construction Phasing Plans. Construction Phasing Plans must show all required phasing, construction procedures, controlling dimensions and elevations. See Section 4.1. Four (4) sets of the 100% submittal shall be transmitted to the Railroad Local Representative. The submittal will then be forwarded to the Railroad's Central Engineering department. Allow four (4) weeks for review. Following final review and resolution of any outstanding issues, and upon receipt of four (4) sets of final signed and stamped Construction Documents, the Railroad Local Representative will issue a letter of project acceptance. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 13 Table 3-2, Underpass Structures Railroad Phase Type of Submittals Format Review Time Design A Concept (Plans and Site Pictures) 4 hard copies 4 weeks and .pdf B 30% (Applicant response, Type Selection Report, Design Plan, 4 hard copies 4 weeks Shoofly, Construction phasing) and .pdf 60% (Applicant response, Design Plans and Calculations, Geotechnical Report, Project Specifications and/or Special C 4 hard copies 6 weeks Provisions, Drainage Report and Plan, Shoofly Design, and .pdf Construction phasing) 100% (Applicant response, Design Plans and Calculations, 4 hard copies D Geotechnical Report, Project Specifications and/or Special Microstation 4 weeks Provisions, Drainage Report and Plan, Shoofly Design, and .pdf Construction phasing) Construction Shoring Falsework Demolition Erection Erosion Control Shop Drawings Bearing shop drawings and material certifications Concrete Mix Design 4 hard copies 4 weeks Structural Steel, Rebar and Strand Certifications and .pdf 28 day Cylinder Test of Concrete Strength Waterproofing Material Certification Test reports for fracture critical members Foundation Construction Reports (eg.: pile driving records, caisson drilling and/or crosshole sonic log testing for drilled shafts.) Microstation files shall be compatible with UPRR and BNSF. Microstation and .pdf files shall be submitted on Compact Disc (CD) and may also be transmitted electronically via e-mail or through an internet ftp site. A. The Concept Submittal shall, at a minimum, include the following: 1. Plan, Elevation and Typical Section of proposed grade separation. 2. Photo log with pictures of the proposed project location. Site pictures shall be in all controlling directions including, but not limited to, North, East, South and West. The plan view should show a reference location and direction for each picture. Four (4) sets of the concept submittal shall be transmitted to the Railroad Local Representative. Allow four (4) weeks for in-house review by the Railroad's Local Representative and Local Operating Unit from the time the submittal is received. B. The 30% Submittal shall, at a minimum, include the following: 1. Applicant response to Railroad review comments on the concept submittal. The 30% submittal shall .. reflect concept review comments. 2. Structure Type Selection Report. W GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 14 3. Design Plans showing a Plan View, Elevation View, Typical Section and Railroad Profile Grade Diagram. See Plan No. 711200, sheet 1 for additional details. Plans to include general notes to indicate structure design criteria, construction methods, and material compliance specifications. 4. Shoofly Design. Bridge general plan shall show the location of the shoofly and indicate the footprint of the structure in relation to centerline of shoofly. See Section 4.1.1. 5. Construction Phasing Plans. Construction Phasing Plans must show all required phasing, construction procedures, controlling dimensions and elevations. See Section 4.1. Note: Fiber optic cables may be presently buried on the Railroad right-of-way or such installations may be scheduled. The presence of such facilities shall be considered in the project design and appropriate measures for the installation and protection of the fiber optic cables shall be addressed in the plans and contract documents. Four (4) sets of the 30% submittal shall be transmitted to the Railroad Local Representative. Allow four (4) weeks for in-house review by the Railroad's Central Engineering department from the time plans are received. All review comments shall be returned to the Railroad Local Representative for handling with the Applicant. C. The 60% Submittal shall, at a minimum, include the following: 1. Applicant response to Railroad review comments on the 30% submittal. The 60% submittal shall reflect 30% review comments. 2. Design Plans and calculations including superstructure and substructure details, bearing details, deck and waterproofing details, miscellaneous bridge details, and a complete set of structural calculations (See Section 3.4.2). 3. Geotechnical Reports/recommendations (See Section 3.4.3). 4. Project Specifications and/or Special Provisions, including Railroad coordination requirements. 5. Drainage Report, if drainage is affected (See Section 3.4.4). 6. Shoofly Design plans and alignment data. 7. Detailed Construction Phasing Plans. Four (4) sets of the 60% submittal shall be transmitted to the Railroad Local Representative. Allow six (6) weeks for in-house reviews by the Railroad's Central Engineering department from the time plans are received. All review comments shall be returned to the Railroad Local Representative for handling with the Applicant. D. The 100% Submittal shall, at a minimum, include the following: 1. Applicant response to Railroad review comments on the 60% submittal. 2. Revisions to plans and calculations as dictated by review of the 60% submittal. 3. Geotechnical Reports (See Section 3.4.3). 4. Project Specifications and/or Special Provisions, including Railroad coordination requirements. 5. Drainage Report, if drainage is affected (See Section 3.4.4). 6. Shoofly Design plans and alignment data. 7. Detailed Construction Phasing Plans. Four (4) sets of the 100% submittal shall be transmitted to the Railroad Local Representative. The submittal will then be forwarded to the Railroad's Central Engineering department. Allow four (4) weeks for review. Following final review and resolution of any outstanding issues and upon receipt of four (4) sets of final signed and stamped Construction Documents, the Railroad Local Representative will issue a letter of project acceptance. .0 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 .. 15 3.6 As Built Submittals The owner or their representative is required to submit As Built documents for all Underpass Structures to the Railroad at the completion of the bridge structure prior to closing the project. The following is a list of these documents: Table 3-3, As Built Submittals ITEM As Built SETS READ. NOTES Format 1 Design Plans and Microstation, .pdf and half size Construction Documents 4 Final plans only hard copies 2 Shop Plans 3 Pile driving Records pdf and hard copies Microstation files shall be compatible with UPRR and BNSF. Microstation and .pdf files shall be submitted on Compact Disc (CO) and may also be transmitted electronically via e-mail or through an internet ftp site. As Built Submittals shall be transmitted to the Railroad Local Representative within eight weeks after completion of the bridge structure, who will forward them to the Railroad Central Engineering department. 16 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 4. GENERAL REQUIREMENTS FOR GRADE SEPARATION PROJECTS The recommendations provided within this Section are intended for all Grade Separation Projects impacting the Railroad. All Grade Separation Projects shall be designed in accordance with the requirements in this section and the specific requirements of all applicable sections within these Guidelines. 4.1 Railroad Operational Requirements It is essential that the proposed construction be performed without interference to Railroad operations. The most effective method for reducing interference to Railroad operations for construction of Grade Separation Projects is to use an Overhead Structure and avoid an Underpass Structure. The Railroad recommends the use of an Overhead Structure, which can be designed and constructed without interruption to Railroad operations. If an Underpass Structure is required, the project must temporarily reroute train traffic around the construction site by utilizing a shoofly track subject to local operating review and approval. Shoofly track(s) shall be designed per Section 4.1.1. Construction activities that impact Railroad operations must be coordinated with the Railroad. The proposed staging and phasing must be reviewed and approved by the Railroad at the concept stage and re -reviewed during development of detailed plans. Special Provisions must include Railroad coordination to improve Contractor understanding of Railroad requirements prior to letting of the proposed Grade Separation project. Grade separation structures may require an inside guard rail per Railroad standards. 4.1.1 Shoofly Track(s) Shoofly track shall be designed for maximum authorized timetable speed for freight and/or passenger trains, per Railroad track standards and operating requirements. Other restrictions specific to the individual Railroad may apply. Applicant needs to verify this with Railroad's Central Engineering. department. The proposed shoofly must be designed to account for track settlement. Construction staging shall be designed to keep the Railroad tracks fully operational at all times except for pre -approved construction windows during cut over operations. The Applicant must schedule track related submittals per Table 3-1 or 3-2 for Railroad review and approval. 4.1.2 Track Spacing and Shifting Existing track spacing will be maintained unless otherwise required by the Railroad. Future track shifting and direction of shifting must be verged at the preliminary stage of the feasibility study for the proposed Grade Separation Project. Due to safety and operational needs, existing track spacing may need to be increased to meet current safety standards. The Railroad requires a minimum spacing of 20 feet between freight tracks and 25 feet between freight and commuter tracks. 4.1.3 Future Track(s) A fundamental part of any feasibility study is to verify the need, requirement and location of future main, siding and/ or spur tracks. The Railroad has the right to reserve the Railroad right-of-way for future expansion per Section 2.2. In many cases the Railroad may have speck plans for additional tracks for all critical, major and other service routes. In other cases a transit agency may have long range plans to use part of or the entire corridor for future transit or commuter rail service. Should additional tracks be a possibility, they should be included in the design process. Space is to be provided for one or more future tracks as required for long range planning or other operating requirements. Where provisions are made for more than two tracks, space is to be provided for an Access Road on both sides of the tracks. 17 GUIDELINES FOR RAILROAD GRADE SEPARATIOti PROJECTS, January 24, 2007 All structures located within critical, major and other service routes that require additional track(s) shall be designed to accommodate future track expansion. Future freight track shall be located a minimum of 20 feet from the centerline of the nearest existing track. Future commuter track shall be located a minimum of 25 feet from the centerline of nearest existing or future freight track. 4.1.4 Access Road Access Road requirements and location should be verified at the concept stage of the proposed Grade Separation Project. Access Roads provide maintenance and emergency access to the Railroad local operating units. Access Road, Access Road bridge or Access Road turnaround with a minimum of 50' radius is to be provided as designated by the local Railroad Operating Department. Grade Separation design should include adequate access to existing Railroad facilities along and/or within its right-of-way. Minimum Access Road width shall be 10 feet and the centerline of the Access Road shall be located a minimum of 20 feet from centerline of nearest existing or future track. 4.2 Grade Separation Structure Type The Railroad discourages Underpass Structures due to safety concerns, possible interruption to Railroad operations, cost, and limitation of future replacement and maintenance. In general, the least complicated method for a grade separation is to use an Overhead Structure. Economy alone shall not be the governing factor in determining structure type. The analysis of Cost -Benefit ratio shall be fully considered before the structure type is finalized. Cost -Benefit ratio must include all costs associated with interruption to Railroad operations during construction of the proposed structure and/or future replacement structure in addition to future maintenance and other applicable costs. 4.3 Structure Separation All non -freight Railroad structures, with the exception of Access Road structures running adjacent to existing or proposed Railroad structures, shall be outside the Railroad right-of-way limits or as far away as practical. Clear horizontal separation between structures shall never be less than 25 feet, measured perpendicular from proposed structure(s) to existing or future Railroad structure(s). Vertical and horizontal structure separations shall be subject to the Railroad's existing, proposed or future structure type, size, location and other site constraints. 4.4 Construction Railroad's review and approval of construction submittals defined in Table 3-1 or 3-2 are required. The Applicant and it's Contractor are responsible to comply with construction documents approved by the Railroad and must execute a work plan that enables the track(s) to remain open to train traffic per Railroad requirements. The Engineer -of -Record and the Applicant shall evaluate the quality of materials furnished and work performed by the Contractor. All field inspection reports, quality control reports and final As Built plans shall be submitted to the Railroad. The project site shall be inspected by the Railroad at the Applicant's expense during construction and toward the end of construction for final acceptance before the Contractor demobilizes. The review of construction submittals and observation of the construction site shall neither relieve the Applicant, Engineer -of -Record nor the Contractor from the ultimate responsibility and liability for the construction on or damages to Railroad property during and after construction of the project. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 me 18 4.4.1 Construction Clearances i Temporary horizontal and vertical construction clearances shall be shown on the plans for all Grade Separation Projects impacting the Railroad. Every effort must be made to design for greater clearances. Greater clearances may be required for special cases to satisfy local operating conditions such as required sight distance for signals. Reduced temporary construction clearances, which are less than construction clearances defined in Section 4.4.1.1 and 4.4.1.2, will require special review and approval by the Railroad. 4.4.1.1 Temporary Vertical Construction Clearances A minimum temporary vertical construction clearance of 21 feet measured above top of high rail for all tracks shall be provided. The 21 foot temporary vertical clearance shall not be violated due to deflection of formwork. Greater temporary vertical clearances may be required. The temporary vertical clearances are subject to Railroad local operating unit requirements. 4.4.1.2 Temporary Horizontal Construction Clearances A minimum temporary horizontal construction clearance of 15 feet for BNSF and 12 feet for Union Pacific, measured perpendicular from the centerline of the nearest track, to all physical obstructions including but not limited to formwork, stockpiled materials, parked equipment, bracing or other construction supports, shall be provided. Temporary horizontal construction clearance shall provide sufficient space for drainage ditches parallel to the standard roadbed section or provide an alternative system that maintains positive drainage. 4.4.2 Shoring All temporary shoring systems that impact Railroad operations and/or support the Railroad embankment shall be designed and constructed per Railroad Guidelines for Temporary Shoring. 4.4.3 Demolition All demolition within the Railroad right-of-way, which will impact Railroad tracks or operations, shall comply with Railroad demolition requirements. 4.4.4 Erection Erection over the Railroad right-of-way shall be designed to cause no interruption to Railroad operations. Erection plans shall be developed such that they enable the track(s) to remain open to train traffic per Railroad requirements. 4.4.5 Falsework Falsework clearance shall comply with minimum construction clearances per Section 4.4.1. The design of all structural members for falsework shall comply with AREMA as well as Railroad requirements. 4.4.6 Vegetation Vegetation to be planted on or immediately adjacent to Railroad right-of-way shall not become a fire hazard to track - carrying structures and/or an obstruction to inspection and maintenance of the structures. 4.5 Drainage Railroad corridors are constructed with a drainage system designed to keep runoff away from the tracks and ballast. The drainage system includes the parallel ditches along the embankments as well as the bridges, culverts, siphons and other structures that convey runoff beneath the tracks or serve as water -equalizing structures. Maintaining the integrity of the Railroad drainage system is extremely important. The proposed construction shall safely pass high flows and not inhibit low flows or alter the path of the existing drainage system. 19 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 When changes in the drainage system are contemplated by new or replacement construction, or because of drainage problems, the system shall be modified as required to accommodate current -condition runoff including any changes that have occurred in the drainage pattern. The size of the proposed drainage system must conform to the Railroad Hydraulic Criteria described in Section 4.5.2 and 4.5.3. A complete hydrologic and hydraulic study is required whenever new or additional drainage is added to the Railroad right-of-way, or when a drainage structure is scheduled to be added, removed, modified or replaced. The Drainage Report must be in compliance with the requirements described in these Guidelines. 4.5.1 Erosion and Sediment Control General plans for construction within the Railroad right-of-way shall indicate the proposed methods of erosion and sediment control. They must specifically provide means to prevent sediment accumulation in the ditches and culverts, to prevent fouling the track ballast and sub -ballast, and to allow free flow of runoff in the drainage systems during and after construction. Corrective and/or mitigative construction due to the fouling of Railroad ballast, sub -ballast, ditches, culverts or drainage systems will be at the Applicant's expense. It is the Applicant's responsibility to document the condition of the site before and after construction. Existing track ditches shall be maintained open at all times throughout the construction period. After the construction is complete, all erosion and sediment control devices must be removed, all sediment deposits removed, and the entire project area restored to the pre -construction condition. The Applicant and/or Contractor are responsible for securing the required permits from Local, State and Federal entities. The Applicant and/or Contractor shall furnish the Railroad all copies of the Storm Water Pollution Prevention Plan (SWPPP) and approved permits, if required. Further, these documents shall be available on -site during all construction activities. Approval of the erosion and sediment control plan does not relieve the Applicant and/or Engineer -of -Record and Contractor of the ultimate responsibility and liability for compliance with erosion and sediment control requirements. 4.5.2 Hydraulic Criteria for Bridge and Cuivert Openings 1. Replacement openings shall be sized for two high water events designated "low chord" and "subgrade." 2. Provide the Energy Grade Line (EGL), water surface elevation and velocity flow for both the existing and proposed hydraulic opening. 3. For subdivisions and for any lines in urban areas, regardless of classification, the low chord event is the 50- year flood and the subgrade event is the 100-year flood. 4. For industrial leads and for customer -owned trackage, the low chord event is the 25-year flood and the subgrade event is the 50-year flood, unless the proposed structure is immediately adjacent to a main line bridge(s). Then, the low chord event and subgrade event shall be as stated above in item 3. 5. If the structure is in a FEMA designated floodplain the water surface elevation for a 100-year event shall be determined regardless of line classification. 6. For all cases, the opening will be sized so that the water surface for a "low chord" event will rise no higher than the crown of the culvert or the low chord of the bridge. 7. For all cases, the opening will be sized so that the energy grade line for a subgrade event will not rise above the adjacent subgrade elevation. The subgrade elevation is defined as 2'-3" below base of rail elevation. 20 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 8. Both the Railroad criteria and local flood flow criteria shall be evaluated and the more conservative of the two shall be adopted in sizing the replacement. 4.5.3 Hydraulic Criteria for Drainage Systems Parallel to Railroad Tracks 1. Culverts and bridges must be designed in accordance with Railroad standard hydraulic criteria described in Section 4.5.2. 2. The 100-year event criteria (EGL no higher than top of subgrade) is to be applied for parallel ditches, open channels, and encroachments, as well as bridges and culverts. Sufficient lateral and vertical clearance must be provided to accommodate construction of the standard flat -bottom railroad ditch or a ditch based upon the EGL for a 100 year event; whichever produces the larger ditch. Anything less than this standard is an exception and must be supported by hydrology and hydraulics. 3. In cases where the Railroad's standard hydraulic criteria is not applicable due to topography of the track bed and surrounding ground, the Railroad standard flat -bottom drainage ditch (trapezoidal, 10 ft bottom width, a minimum of 2:1 side slopes, with flowline elevation a minimum of 3 ft below the subgrade elevation) must be incorporated. 4. Where acquisition of adequate right-of-way is a limiting factor, or site characteristics justify smaller drainage systems, a request for variance with sufficient supporting documents must be submitted to the Railroad for consideration. 5. The applicant must provide hydraulic data (EGL and water surface elevations and velocities) for both existing and proposed conditions. 6. Consideration shall be given to the effects of localized contraction scour and mitigation, and if deemed necessary, shall be shown on the design plans. 4.6 Fences Chain link fencing with openings not exceeding 2 inches should be used in most applications. In some locations where the trespassers may cut the chain link fence, a wrought iron picket fence with openings not exceeding 3 inches is required. All architectural fencing shall be reviewed and approved by the Railroad. Architectural fencing shall not allow an opening of more than 2 inches and shall be designed to prevent climbing. Right-of-way fencing shall be provided along the Railroad right-of-way to safeguard the general public and prevent trespassers from entering the Railroad right-of-way. Fencing may need to continue outside the Railroad right-of-way limits, which will be at the discretion of the Railroad Local Representative. These limits shall be reviewed and approved by the Railroad's Central Engineering department. The right-of-way fence shall conform to details as shown on Plan No. 711000, sheet 1. For overhead grade separation structural fencing, refer to Section 5.4.2. 4.7 Retaining Walls Retaining walls shall be designed to withstand lateral earth and water pressures, any live load and dead load surcharge, the self -weight of the wall, temperature and shrinkage effects and earthquake loads. Retaining walls supporting the Railroad embankment shall be designed in accordance with Railroad requirements and the general design principles specified in AREMA. Retaining walls that do not support Railroad embankment shall be designed in accordance with Railroad requirements and general design principles specified in AASHTO and shall be located outside the Railroad right-of- way limits. 21 GUIDELINES FOR RAR,ROAD GRADE SEPARATION PROJECTS, January 24, 2007 Barrier rail and fencing for the retaining wall are subject to retaining wall location and Railroad operating requirements. Barrier rail and fencing shall be placed in a manner to safeguard the general public while securing the Railroad right-of-way. Barrier rail and fencing shall be designed per Section 5.4.1 and 5.4.2. 4.8 Embankment Surcharge For all tracks located near a proposed embankment causing the track to be surcharged, the contractor must monitor and record top -of -rail elevations and track alignment. The movement shall be within the limits defined by local Railroad Manager of Track Maintenance (MTM). Displacements exceeding the limits defined by the MTM must be immediately reported to the Railroad. The track shall be adjusted as needed at the expense of the Applicant. 4.9 Utilities Railroad corridors may have utilities that could impact the design, location or even the feasibility of the proposed Grade Separation Project. During the initial study the Applicant shall identify existing utilities within the Railroad right-of-way and plan for proper relocation, protection and installation requirements. All new or relocated utilities within the Railroad right-of-way will require Railroads prior review and approval. A Railroad Right -of -Entry Agreement (if applicable), per Section 2.3, is required to survey or abandon existing utilities within the Railroad corridor. The Railroad has no obligation to provide property for relocated utilities that do not comply with Railroad's standard specifications and requirements including, without limitation, AREMA and these Guidelines. No utility attachments will be permitted on Underpass Structures. Existing or future fiber optic lines shall be placed underground and away from the bridge structure. The Applicant shall be responsible for the identification, location, protection and relocation of all existing overhead and underground utilities. The design plans for the proposed Grade Separation Project shall included complete information on existing and/or proposed relocation of the said utilities. Appropriate measures for the installation, protection and relocation of fiber optic cables as well as Railroad signal and communication lines shall be addressed in the plans and contract documents. For Railroad requirements and additional information refer to: UPRR: www.uDrr.com For UPRR Fiber Optic Engineering, "Call Before You Dig", call 1-800-336-9193 For UPRR Grade Crossing/Signal Hotline, call 1-800-848-8715 Please refer to UPRR web site for utility review and approval process and Application. BNSF: www.bnsf.com For BNSF Fiber Optic Engineering, "Call Before You Dig", call 1-800-533-2891 For BNSF Grade Crossing/Signal Hotline, call 1-800-832-5452 Relocation of utilities or communication lines not owned by the Railroad shall be coordinated with the utility owners. The utility relocation plans must then be submitted to the Railroad utility representative for approval. 4.10 Construction Management Team For construction of grade separated structures an experienced Construction Management Team will be required during the construction of the bridge structure. Public agencies with qualifying bridge structure staff placed on -site during construction will be acceptable; otherwise an outside team must be obtained. Railroad participation during construction is required as indicated in Section 4.11. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 No 22 The following are minimum requirements for the Construction Management Team: The Applicant is to submit names and qualifications of person(s) to be used in the project and their assigned ` duties. Provide a qualified quality control inspector to be present during fabrication of steel spans and any major prestressed concrete items. Provide a list of past projects that each person has actively worked on, including bridge structures (highway or rail), underground facilities and drainage structures. Provide a verifiable list of employment including a current resume for each person in the Construction Management Team. Minimum personnel for the Construction Management Team for a typical grade separation structure will consist of: 1. Project Manager — Primary point of contact, with experience in managing construction projects, for the Construction Management Team. 2. Resident Engineer — The resident Engineer for the project shall be a registered Civil Engineer with minimum 5 years experience in the field of bridge construction work. 3. Construction Engineer — A Construction Engineer performs complex professional engineering work •• in the management of major construction projects from design through completion. 4. Construction Inspector — Construction Inspector shall perform continuous inspection of construction projects for compliance with plans, specifications and contract documents. The inspector shall be familiar with concrete and steel bridge construction and have current certifications in the fields of inspection involved. • Railroad review and approval of duties, responsibilities, education and experience for each of the above listed members of the Construction Management Team will be required. • All field members of the Construction Management Team are required to have passed and comply with the FRA and Railroad requirements regarding Railroad track safety, bridge fall protection and/or contractor orientation training. 4.11 Railroad Site Observation During Construction In addition to the office review of submittals, site observation will be performed by the Railroad at significant points during construction, including but not limited to the following, if applicable: Underpass Structure 1. Pre -construction meeting. 2. Shoring systems that impact the Railroad's operation and/or support the Railroads embankment. 3. Demolition. 4. Falsework. 5. Erection. 6. Acceptance observation of any shoofly before placing it in service. 7. Foundation installation. 8. Reinforcement and concrete placement for main bridge substructure and/or superstructure. 9. Shop observation of fabricated steel spans and/or any major pre -stressed concrete items either by the Railroad or its designated representative. .. 10. Erection of steel or precast concrete bridge superstructure. 11. Deck installation. 12. Acceptance of waterproofing (prior to placing ballast). GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 .. 23 13. Final observation and acceptance of the bridge structure. Overhead Structure 1. Shoring systems that impact the Railroad's operation and/or support the Railroads embankment. 2. Demolition within the Railroad's right-of-way. 3. Falsework. 4. Erection over the Railroad's right-of-way. 5. Final observation and acceptance of the Overhead Structure. Site observations are not limited to the milestone events listed above; rather, site visits to check progress of the work may be performed at any time throughout the construction as deemed necessary by the Railroad. A construction schedule shall be provided to the Railroad Local Representative for their handling with the Central Engineering department. Inform the Railroad's Local Representative of the anticipated dates when the listed events will occur. This schedule shall be updated as necessary, but at least monthly, so that site visits may be scheduled. Final observation and acceptance of the bridge by the Railroad is required before the contractor leaves the job site. 24 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 00 5. OVERHEAD STRUCTURES (Roadway Structure Over Railroad) The preferred Overhead Structure from the standpoint of the Railroad operation is one that will span the entire Railroad right-of-way. The Overhead Structure shall be designed according to Sections 1, 2, 3, 4 and 5 of these Guidelines, AREMA and any applicable sections of AASHTO. The Railroad strongly discourages construction of an Overhead Structure within or in the vicinity of Railroad yard limits. 5.1 Design The proposed Overhead Structure design plans shall allow the Contractor to execute a work plan that enables the track(s) to remain in service per Railroad requirements. The Railroad discourages the use of cast -in -place superstructures and every effort shall be made to utilize a structure type that will not require interruption to Railroad operation during construction. Deck drains, future utility installation and expansion or hinge joints for the Overhead Structure over Railroad tracks or inside Railroad right-of- way are not permitted. 5.1.1 Design Plans Design plans and calculations shall be in accordance with these Guidelines and submitted per Section 3. Compliance with these Guidelines will expedite the review and approval process of submittals for the Grade Separation Project. 5.2 Permanent Clearances Permanent clearances, as indicated on Plan No. 711100, sheet 1, are minimum clearances. Permanent clearances shall accommodate future tracks, future track raises, Access Roads and drainage ditch improvements. Proposed vertical and horizontal clearances shall be adjusted so that the sight distance to any Railroad signals is not reduced unless signals are to be relocated as part of the proposed Grade Separation Project. The clear zone, within the permanent clearance envelope, shall be clear of all objects such as trees, sign supports, utility poles and other objects. Permanent clearance shall be correlated with the methods of construction. This ensures that the temporary construction clearances will not be less than the minimum specified in Section 4.4.1. 5.2.1 Permanent Vertical Clearance The minimum permanent vertical clearance, per Code of Federal Regulation, shall be 23' - 4" measured from the top of the highest rail to the lowest obstruction under the structure. The 23'- 4" permanent vertical clearance must not be violated due to deflection of the superstructure. Additional vertical clearance may be required for items beyond those shown in the General Overhead Structure on Plan No. 711100, sheet 1. These items include: correction of sag in the track, construction requirements and future track raise. The profile of the existing top -of -rail, measured 1000 feet each side of proposed Overhead Structure, shall be shown on the plans. If the profile indicates sag at the proposed bridge location, the vertical clearance from the top of the highest rail to the bridge shall be increased sufficiently to permit raising the track to remove the sag. A note should be added to the profile stating, "The elevation of the existing top -of -rail profile shall be verified before beginning GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 25 construction." All discrepancies shall be brought to the attention of the Railroad prior to the commencement of construction. 5.2.2 Permanent Horizontal Clearance Future Track per Section 4.1.3 and Access Road per Section 4.1.4, of these Guidelines must be verified with the Railroad in advance of establishing horizontal clearances. The Railroad requires all piers and abutments to be located outside the Railroad right-of-way limits and to comply with Section 4.1.3 and 4.1.4 of these Guidelines. If this is not feasible, all piers and abutments shall be located more than 25 feet measured perpendicular from centerline of nearest existing or future track. Piers within 25 feet, measured perpendicular from centerline of existing or future track, shall be protected per Section 5.5.2 of these guidelines. Absolute minimum horizontal clearance requiring special review and approval by the Railroad, and subject to site conditions, shall be 18 feet measured perpendicular from the centerline of the track to the face of the pier protection wall. 5.3 Temporary Clearances The proposed Overhead Structure shall be designed to satisfy temporary construction clearance requirements per Section 4.4.1 and shown on the plans in accordance with Figure 1 on Plan No. 711100, sheet 3. 5.4 Overhead Superstructures The use of cast -in -place beams is not permitted. The use of stay in place deck forms for falsework between precast concrete beams or steel girders is encouraged. 5.4.1 Barrier Rail Cast -in -place concrete barrier rail without openings and a minimum height of 30 inches shall be provided on both sides of the superstructure to retain and redirect errant vehicles. The barrier rail shall keep the deck's storm runoff from being deposited onto Railroad right-of-way. Barrier rail for Overhead Structures, which may be subject to snow removal, shall be a minimum of 42 inches in height with a 4 foot wide shoulder, or 30 inches in height with a 6 foot wide shoulder. Limits of the barrier rail shall extend to the limits of the Railroad right-of-way or a minimum of 25 feet beyond the centerline of the outermost existing track, future track or Access Road, whichever is greater. The barrier rail shall be detailed in accordance with Plan No. 711100, sheet 4. 5.4.2 Fence with Barrier Rail Fence with barrier rail shall be provided on both sides of all Overhead Structures crossing Railroad right-of-way. It shall be designed to prevent climbing and provide positive means of protecting the Railroad facility and the safety of Railroad employees below from objects being thrown by pedestrians or passing motorists. The limits of the fence with barrier rail shall extend to the limits of the Railroad right-of-way or a minimum of 25 feet beyond the centerline of the outermost existing track, future track or Access Road, whichever is greater. All parallel Overhead Structures that have a gap of 2 feet or more shall be protected with fencing. Structures with a gap of 2 feet or less shall either have the gap covered or be fenced on both sides. The minimum combined height of a barrier rail with curved fence shall be 8 feet or with a straight fence shall be 10 feet. The barrier rail with fence detail shall be in accordance with Plan No. 711100, sheet 4. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 MW 26 5.5 Overhead Substructures All piers, abutments and embankments shall be located outside of the Railroad right-of-way limits. If this is not possible, piers and abutments located within the Railroad right-of-way limits must allow room for future track(s) per Section 4.1.3 and Access Road per Section 4.1.4. Footings for all substructures shall be located and designed to allow a minimum of 12 feet temporary horizontal construction clearance measured at a right angle from the centerline of nearest track to the face of shoring to facilitate footing construction. Temporary shoring shall be designed per Section 4.4.2. Drilled shafts within the influence of track surcharge shall be designed and constructed with a casing to protect the track against cave-in, subsidence and/or displacement of the surrounding ground. The casing shall be designed for live loads due to the Railroad surcharge in addition to all other applicable loads. Drilled shafts shall be designed to allow the drilling operation without impacting Railroad operations. 5.5.1 Piers Every effort shall be made to place piers outside the Railroad right-of-way or a minimum of 25 feet measured perpendicular from the centerline of existing or future track to the face of pier. Piers within 25 feet of the nearest existing or anticipated future track shall be of heavy construction or shall be protected by a pier protection wall. Refer to Section 5.5.2 for heavy construction requirements. A Pier footing within 25 feet of the nearest existing or future track shall be a minimum of 6 feet below the base of rail. This will allow the Railroad to modify their longitudinal drainage system in the future and/or provide an unobstructed area for placing signal, fiber optic or other utilities. For piers with 25 feet of clearance from centerline of nearest existing track and located within the Railroad right-of- way, the Railroad requires language in the proposed Agreement mandating the Applicant to fund the construction of pier protection walls on the bridge piers should they ever be required due to additional trackage being constructed by the Railroad or for any other legitimate reason. The Applicant shall also be responsible for modification to the pier protection wall if deemed necessary by the Railroad in the future. Inside guardrail shall be required, between rails, for all piers located within 25 feet from the nearest existing or future track 5.5.2 Pier Protection The pier protection wall shall be designed to resist the impact and redirect equipment in case of derailment. Both sides of the pier shall be protected in locations where tracks are within 25 feet on both sides of the pier. If seismic criteria are considered, pier design may require column isolation with the wall supported on an independent footing. All replacement or modified structures shall comply with AREMA requirements for pier protection walls. In locations where pier columns and protection walls interfere with drainage, an alternative drainage facility shall be provided to collect and carry water to a drainage system. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 r 27 AREMA defines a pier of heavy construction as: "Cross -sectional area equal to or greater than that required for the pier protection wall and the larger of its dimensions is parallel to the track". For a single column the minimum cross - sectional area is 30 sq. ft.,(12' length x 2.5' width = 30 sq. ft.). Columns with 30 square feet of cross sectional area must have the larger dimension parallel to the track; for example, a 5' x 6' column with the 6' dimension parallel to the track is considered as heavy construction. The Pier Protection detail shall be in accordance with Plan No. 711100, sheet 6. 5.5.3 Abutments All abutment slopes, mechanically stabilized earth walls and abutment structures shall be located outside Railroad right-of-way. Slope layout shall provide for the minimum drainage ditch(es) or culverts required by hydraulic studies in the area; see Plan No. 711100, sheets 1 and 5 for details. The toe of the slope shall terminate at the bottom of drainage ditch and must have a cut-off wall as required to protect the slope from erosion. In all cases, the toe of slope shall be below the finished track or roadway subgrade. Top of paved slopes shall extend a minimum of two (2) feet past the abutment wall face, and terminate with either a curb or gutter to divert runoff. Paving shall have a prepared sub -base and filter fabric. Reinforced concrete or grouted rip -rap, with a minimum thickness of 4 inches, shall be placed on prepared sub -base and filter fabric. 5.6 Lighting All new or modified Overhead Structures exceeding 80 feet in width shall provide a lighting system to illuminate the track area. However, subject to the Railroad Local Representative, lighting shall be provided for all structures less than eighty (80) feet in width in areas where switching is performed or where high vandalism and/or trespassing have been experienced. Care shall be taken in lighting placement such that trains will not mistake the lights for train signals nor shall they interfere with the train engineer's sight distance for existing signal aspects. All lights shall be directed downward. Provide temporary lighting for all falsework and shoring areas. The minimum lighting design criteria shall be an average of one (1) foot-candle per square foot of structure at the Railroad tracks. Use Holophane module 600 underdecking type luminaries or equal as required. Fixtures shall be installed on the column walls or caps of the Overhead Structure without reducing the minimum horizontal and vertical clearances. Maintenance of lights shall be the responsibility of the Applicant. Access to perform any maintenance for lights shall be coordinated with the local Railroad operating unit. Structures with separation over ten (10) ft. from each other shall be considered as independent structures for the purposes of lighting. 5.7 Drainage and Erosion Drainage from Overhead Structures shall be diverted away from the Railroad right-of-way at all times. Scuppers from the deck shall not be permitted to discharge runoff onto the track or Access Road areas at any time. If drainage of the deck uses downspouts in the columns they shall be connected to the storm drain system or allowed to drain into drainage ditches. Concrete splash blocks or aggregate ditch lining will be required at the discharge area of downspouts. Downspouts shall be behind the face of all piers. 28 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 1. <S If the layout of abutments, piers or columns with protection walls interferes with the drainage ditches, the designer shall provide an alternative method of handling the longitudinal drainage based on a hydraulic study. This may consist of pipe culverts. Track drainage ditch limits shall be shown to scale on the project plans and show the distance from the centerline of nearest track. A typical cross section detail shall be shown on the plans. If the proposed bridge structure will not change the quantity and characteristics of the flow in Railroad ditches and drainage structures, the plans shall include a general note stating so. Lateral clearances must provide sufficient space for construction of the required standard ditches parallel to the standard roadbed section. Should the proposed construction change the quantity and/or characteristics of flow in the existing ditches, the ditches shall be modified as required to handle the increased runoff. The size of ditches will vary depending upon the flow and terrain and should be designed accordingly. All drainage systems shall be in compliance with Section 4.5.2 and 4.5.3 and Erosion and Sediment Controls shall be in compliance with Section 4.5.1. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 29 6 UNDERPASS STRUCTURES (Railroad Structure Over Roadway) The most desirable Grade Separation Structure from the standpoint of the Railroad is an Overhead Structure. The Applicant shall justify the use of an Underpass Structure in detail. The Underpass Structure shall be designed according to Sections 1, 2, 3, 4 and 6 of these Guidelines, the current edition of AREMA and any applicable sections of A.ASHTO. The Railroad strongly discourages construction of an Underpass Structure within or in the vicinity of Railroad yard limits. 6.1 Design The proposed Underpass Structure design plans shall allow the Contractor to execute a work plan that enables the track(s) to remain in service per Railroad requirements. The proposed structure shall be designed so there is no interruption to the Railroad's operation during construction. The Railroad discourages the use of structures that are not listed in Section 6.8.1 as an acceptable superstructure type. The use of Railroad standard spans where possible is encouraged. Only simple spans with ballast decks are allowed. Cast -in -place concrete superstructures are unacceptable. 6.1.1 Design Loads The proposed Underpass Structure shall be designed for the following loads: • Live load and Impact as specified in AREMA. For multiple track structures, live load shall be calculated based on the assumption that the track(s) can be located anywhere on the bridge with the horizontal clearance to the handrail defined in Section 6.6.1, and a maximum track spacing of 13 feet. For actual track spacing refer to Sections 4.1.2 and 4.1.3. • Dead load shall include up to 30 inches of ballast from top of deck to the top of tie and all other applicable dead load. • Seismic design shall comply with the criteria of the current edition of AREMA, Chapter 9 - Seismic Design for Railway Structures. • Additional loads shall be applied as specified in Chapters 8, 9, and 15 of AREMA, as applicable. 6.1.2 Design Plans and Calculations Design plans and calculations shall be in accordance with these Guidelines and submitted per Section 3. Compliance with these Guidelines will expedite the review and approval process of submittals for the Grade Separation Project. 6.1.3 Concrete Requirements All concrete material, placement and workmanship shall be in accordance with Chapter 8 of the current edition of AREMA and the following: 1. Minimum Compressive Strength — 4000 lb. per square inch at 28 days. 2. Exposed surfaces shall be formed in a manner that will produce a smooth and uniform appearance without rubbing or plastering. Exposed edges of 90 degrees or less are to be chamfered %" x W. Top surface to have a smooth finish, free of all float or trowel marks with the exception that a broom finish be used on all walkway surfaces. 3. Concrete shall be proportioned such that the water-cementitious material ratio (by weight) does not exceed the values in AREMA Table 8-1-9. Precast concrete must contain a minimum of 610 pounds of cementitious material per cubic yard of concrete. Cast -in -place concrete must contain a minimum of 565 pounds of 30 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 cementitious material per cubic yard of concrete. If fly ash is used with cement it shall be limited to 15% of cementitious material. 4. Cement shall be Type I, II or III Portland Cement per ASTM C150. 5. Course aggregate shall be size no. 67. 6. Fine aggregate shall be natural sand. 7. Admixtures, other than air entrainment, shall not be used without approval by the Railroad. 8. Membrane curing compound shall conform to ASTM C309 Type 2. 9. Apply ThoRoc Epoxy Adhesive 24LPL or approved alternate before placing new concrete against hardened surfaces. 10. For precast elements, the fabricator shall stencil the fabricator's name, date of fabrication, the bridge number, lifting weight and piece mark on each component. 11. The production facility must be pre -certified. Production procedures for the manufacture of precast members shall be in accordance with AREMA and the current edition of the Precast Concrete Institute's Manual MNL 116 for Quality Control. 12. Dimensional tolerances governing the manufacture of precast members shall conform to Division VI, Section 6.4.6 of the Precast Concrete Institute's Manual MNL 116 for Quality Control. Tolerance for location of lifting devices shall be ±'/2". 13. The area around all lifting loops shall be recessed so that the loops can be removed to a depth of 3%" and grouted. Properly designed lift anchors are acceptable in lieu of lifting loops. 14. The fabricator will be responsible for the loading and properly securing the precast concrete members for shipment. All concrete components shall be made available, at the Railroad's discretion, for inspection by the Engineer -of -Record and the Railroad at the fabricator's plant prior to shipment. 15. Foam used to create internal voids in a precast concrete member, such as in box beams, shall be securely tied down to prevent displacement during concrete placement. 6.1.4 Reinforcing Steel Requirements 1. Reinforcing Steel shall be deformed, new billet bars per current ASTM A615 Specifications and meet Grade 60 requirements. 2. Reinforcing Steel requiring field welding or bending shall conform to ASTM A706 Specifications, Grade 60. 3. Fabrication of reinforcing steel shall be per Chapter 7 of the CRSI Manual of Standard Practice. Dimensions of bending details shall be out to out of bars. 4. Reinforcing steel is to be blocked to proper location and securely wired against displacement. Tack welding of reinforcing is prohibited. Minimum concrete cover not otherwise noted shall meet current AREMA requirements. 6.1.5 Prestressing Strand Requirements 1. Prestressing strand shall be seven wire, uncoated and low relaxation which is in accordance with the requirements specified in ASTM A416, ACI 318 and AREMA Chapter 8. 2. The strand shall have an ultimate tensile strength of 270 ksi. 6.1.6 Structural Steel Requirements 1. All major elements subjected to railroad live load shall conform to the following minimum specifications, except as otherwise noted: a. Painted structures: ASTM A709 Grade 50, b. Unpainted structures: ASTM A709 Grade 50W. 2. All bolted connections shall be made with high strength bolts. 31 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 3. Material over 4 inches in thickness that is subject to railroad live load shall conform to the following specifications: a. Painted structures: ASTM A572 or ASTM A588. b. Unpainted structures: ASTM A588. 4. Elements not subjected to direct railroad live load (intermediate stiffeners, lateral bracing, diaphragms, ballast curbs, etc.) shall conform to the following specifications: a. Painted structures: ASTM A572 Grade 50, ASTM A36 or ASTM A992. b. Unpainted structures: ASTM A588. 5. Steel bridge deck shall conform to A709 specifications, Grade 36. 6. Deck cover plates and closure plates may be per ASTM A36 specifications. 7. Anchor rods/bolts shall conform to ASTM F1554 specifications. - 8. End welded studs shall be C1015, C1017 or C1020 cold drawn steel, which conforms to ASTM A108 specifications. 9. Cover plate, closure plates and anchor rods/bolts shall be galvanized after fabrication in accordance with ASTM A123, thickness Grade 100. 10. Anchor rod washers shall be zinc coated in accordance with ASTM A153 specifications. 6.2 Future Track and Access Road It is required to verify the need and requirements for future tracks and/or Access Road for each project. Future track shall be in accordance with Section 4.1.3. Access Roads shall be in accordance with Section 4.1.4 and 6.2.1. 6.2.1 Access to Underpass Structure For all Underpass grade separation structures, access to each end of the bridge shall be provided for Railroad off- track maintenance equipment. Access may consist of a road on the bridge, a road on a separated bridge or a roadway with turnarounds. If the bridge maintenance Access Road is part of the main railway structure, the structure shall be designed for Cooper E-80 live load to accommodate any future track needs or modifications. A removable concrete barrier shall be provided to separate the nearest track from the Access Road by retaining the ballast. If the bridge maintenance access is a completely separate structure it shall be designed for AASHTO HS25-44 live load. The Access Road shall accommodate one 12 foot wide lane with curbs and railing. If a bridge maintenance structure is not provided, an Access Road with a turnaround shall be designed and constructed in conjunction with the grade separation bridge structure. The turnaround pad shall start no further than 30 feet from the end of the bridge structure with the embankment shoulder a minimum of 60 feet from centerline of " track. The radius for the turnaround shall be a minimum of 50 feet. Roadway grade shall not exceed 10% and shall terminate at the sub -ballast elevation. The roadway shall have sufficient width to provide for one 12 foot wide road, drainage ditch and shoulder. The turnaround pad and roadway shall be sloped to drain away from the track and carry the water to a drainage system or existing Railroad right-of-way ditches. VW Access Road with a bridge maintenance structure or turnaround shall be shown in the 30% submittal and the complete design shall be included in all subsequent submittals. 6.3 Skew The preferred angle of intersection between centerline of track and the centerline of bridge supports, transverse to the track, is 90 degrees. The minimum angle that will be allowed between the centerline of the track and the GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 32 centerline of bridge supports, transverse to the track, is 75 degrees for a Concrete Superstructure and 60 degrees for a Steel Superstructure. Align bridge piers and abutments as required to comply with the above maximum skew limitations. Tie rods, diaphragms and approach slabs shall be designed per Section 6.8.10.1, 6.8.8.1 and 6.4, respectively. Where conditions preclude compliance with these skew requirements, the skew proposal will require special structural consideration and proof of adequacy. 6.4 Approach Slab On skewed abutments an approach slab is required. The bridge end of the approach slab shall be skewed and doweled with the abutment while the other end of the approach slab is perpendicular to the centerline of track to insure uniform subgrade stiffness for the ties immediately adjacent to the bridge. The approach slab shall be constructed symmetrically to the centerline of the track and shall be a minimum of 12 feet wide and extend parallel to the track a minimum of 3 feet beyond the back edge of the abutment. 6.5 Structure Separation Horizontal separation between Railroad structures or Railroad and Access Road structures shall be minimum of 5 feet clear. All other structure separations shall be in accordance with Section 4.3. 6.6 Clearances Permanent clearances shall be correlated with the methods of construction to ensure compliance with the temporary clearances specified in Section 4.4.1. 6.6.1 Permanent Vertical Clearance Underpass Structures shall be designed to ensure that the structure will be protected from oversized or unauthorized loads by providing sufficient vertical clearance and protective devices unless otherwise specified by the Railroad. Provide a minimum vertical clearance over the entire roadway width for all new or reconstructed structures as follows: • 16'-6" for steel superstructure with 5 or more beams or 4 or more deck plate girders per track. • 17'-6" for concrete superstructure or steel through plate girders with bolted bottom flanges. • 20'-0" for steel through plate girders without bolted bottom flanges. The vertical clearance must not be violated due to the deflection of the superstructure. Variations from vertical clearance defined above shall be submitted to the Railroad for approval. The variance will be considered if the Railroad structure is not the lowest structure within the roadway network. All proposed structures with substandard vertical clearances shall be designed per Section 6.7. If resurfacing or any other activity is to be performed below the Underpass Structure, the owner of the roadway must submit a request for approval from the Railroad. This request must provide the existing measured and posted clearances of the structure and the proposed configuration after work is completed. The owner of the roadway shall be responsible for graffiti removal and for posting and maintaining the clearances and any advance notifications the roadway requires. No sign shall be attached to the Railroad bridge. 33 MW GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 6.6.2 Permanent Horizontal Clearance The horizontal clearances from the centerline of the nearest track to any bridge component shall, in all cases, conform to AREMA requirements except that in curved track the minimum increase in clearance shall be 6 inches. Proposed structures that accommodate multiple tracks, future tracks and existing tracks having a spacing less than 20 feet, shall be designed for a minimum of 20 foot spacing measured centerline to centerline. 6.6.3 Temporary Clearances The proposed Underpass Structure shall be designed to satisfy temporary construction clearance requirements per Section 4.4.1, which shall be shown on the plans in accordance with Figure 1 on Plan No. 711100, sheet 3. 6.7 Sacrificial Beams, Fascia Beams and Impact Protection Devices All structures with vertical clearances less than defined in Section 6.6.1 shall be protected with a sacrificial beam. Access to the sacrificial beam shall be blocked on both ends and the sacrificial beam shall be located to safeguard the bridge from oncoming vehicles. Sacrificial beams shall be steel shapes (wide flange or hollow structural sections) and of sufficient strength to limit horizontal deflection, caused by the impact from oversized vehicles or loads, to 6 inches. The sacrificial beams shall also be securely anchored with cables at each end to prevent them from falling, and its soffit shall be at least 2 inches below the bridge soffit. Concrete fascia beams used as walkways shall be installed adjacent to the proposed structure and may also serve as a sacrificial beam. If a concrete fascia beam is used as a sacrificial beam it shall have a 6" x 6" x 1" embedded steel angle facing oncoming traffic and shall be adequately anchored to the bridge seats at an elevation at least 2 inches below the bridge soffit. All concrete spans, where sacrificial beams are not required, shall be protected with impact protection devices installed over the full width of traveled lanes and attached to the bridge soffit. See Plan No. 711200, sheet 13. 6.8 Superstructure The size of the superstructure must accommodate future track(s) per Section 4.1.3 and Access Road per Section 4.1.4. For typical cross sections of superstructures see Plan No. 711200, sheets 2 through 9. 6.8.1 Acceptable Superstructure Types The following is a list of Underpass Structure types that are acceptable to the Railroad and listed in the order of preference. The Railroad's preferred superstructure type is the highest listed feasible alternative unless a detailed type selection report provides justifications that a lower listed alternative is more beneficial to the Railroad and to the project. 1. Rolled Beams with Steel Plate Deck. There shall be at least five beams per track. 2. Steel Plate Girders with Steel Plate Deck. There shall be at least four girders per track. 3. Rolled Beams with Concrete Deck. There shall be at least five beams per track. 4. Steel Plate Girders with Concrete Deck. There shall be at least four girders per track. 5. Railroad Standard Prestressed Precast Concrete Double Cell Box Beams. 6. Prestressed Precast Concrete Box Beams, single or double cell for span of 50 feet or less. 7. Prestressed Precast Concrete AASHTO Type Beams, (or similar) with Concrete Deck for spans of 50 feet or less. 8. Steel Through Plate Girders with Steel Plate Deck will be considered by the Railroad when conditions preclude any other structure type. 34 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 Underpass Structures of deck truss or through truss design are discouraged. However, in unusual circumstances, they will be considered by the Railroad if conditions preclude the use of any other type of structure. 6.8.2 Deck Type and Width In all cases, when using a steel superstructure the use of a steel deck is preferred. The deck width shall be a function of future track, Access Road, existing track(s), minimum horizontal clearance per Section 6.6.2 and a minimum of 20 foot spacings between centerlines of tracks. 6.8.3 Composite Deck Under normal working loads, composite action may be expected between a concrete deck and its supporting girder steel members when shear transfer devices are used. The bottom of the deck slab shall be placed at least one inch below the top of supporting steel members. For design purposes, the supporting girders shall be designed to satisfy deflection criteria and carry E65 live, impact and dead loads without utilizing any composite action, and E80 live, impact, and dead loads utilizing composite action. Composite action may be mobilized to satisfy the deflection - length ratio requirement of Chapter 15, Article 1.2.5 of AREMA, provided shear transfer devices are installed. Steel decks may be utilized in composite action to satisfy the deflection -length ratio requirement. However, composite action shall not be assumed to satisfy strength requirements. 6.8.4 Ballast Retainers, Fences and Handrails Ballast retainers must be designed to prevent ballast from falling on the roadway. Handrails with fencing shall be provided on both sides of the deck and shall meet FRA and OSHA requirements. Handrails and fences shall be simple designs that require minimum maintenance and shall meet clearance requirements of Section 6.6.1. Fences are required over all roadways, trails and sidewalk areas. The top of ballast retainer shall be minimum of 30 inches above top of deck if fascia beam is used in accordance with .. typical sections shown in Appendix A. If fascia beam is not used, top of ballast retainer shall be 36 inches above top of deck. 6.8.5 Walkway Walkways on bridges, over highways or other locations where spillage of ballast or lading is possible shall be constructed of solid material and a curb or toe board shall be provided. In accordance with Section 6.6.1, the clear distance from centerline of track to the ballast retainer for bridges without a walkway shall be a minimum of 8'-0". To prevent cracking under live loads, provide 1 /4 inch wide control joints at less than 10 foot spacing on concrete curbs, walkways and ballast retainers. Ballast section may be used as walkway, at the discretion of the Railroad, provided the permanent horizontal clearances are in accordance with Section 6.6.2. If a solid walkway surface is required, it shall be a minimum of 2'-6" wide and be provided on both sides of the structure. 6.8.6 Drainage A minimum longitudinal grade of 0.2% on the superstructure shall be provided to ensure adequate drainage. The designer may provide drainage toward one end of the structure, or when the structure's length is excessive, provide adequate deck grades to drain the structure to both ends. If the top -of -rail grade is less than 0.2% over the length of the structure then the depth of ballast may be varied along the structure. The top of the concrete deck shall be sloped a minimum of 0.5% transversely. 35 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 For concrete decks, a longitudinal collection system shall be provided on top of the waterproofing along the face of parapet or curb to drain water. Longitudinal drains shall be connected to the storm drain system or properly discharged at the toe of embankment slopes. See Plan No. 711200, sheet 10. If an approach grade descends toward the bridge, drainage from the approach shall be intercepted by an appropriate system so that it will not drain onto the bridge. Inadequate drainage facilities can severely limit the life span of the superstructure. When designing drainage facilities for a structure two important criteria to keep in mind are: 1. Drains should be constructed of corrosion resistant material and the use of PVC shall not be permitted. 2. Drains should not discharge on other bridge elements or traffic passing underneath the structure. The drip groove located on the bottom of the deck slab or fascia beam shall end 3 feet before the face of the abutment. 6.8.7 Waterproofing Waterproofing and protective panels shall comply with the recommendations of Chapter 8, Part 29 of AREMA. The waterproofing shall be one layer of Butyl Rubber or EPDM membrane and shall be bonded to the entire bridge deck surface with adhesive applied in accordance with the recommendations of the membrane manufacturer. A Butyl Rubber or EPDM membrane shall be 0.06 inches thick, minimum. Field splices shall be the tongue and groove type per AREMA Chapter 8, Part 29, Detail No.3, Figure 8-29-3. Protective asphalt panels shall be placed in two layers with total thickness not less than 1 inch and shall be laid with joints staggered. Protective panels shall be bonded to the membrane and each other. For waterproofing details see Plan No. 711200, sheet 11. Alternatively, a cold liquid spray on waterproofing meeting AREMA requirements, with a single'h inch layer of protective asphalt panels, may be acceptable to the Railroad. Six inches of ballast shall be placed over waterproofing immediately upon acceptance by the Railroad. No construction traffic is allowed on waterproofing until the ballast covering is in place. Waterproofing installation shall be observed and approved by the manufacture's representative. 6.8.8 Steel Superstructure The thickness of structural steel, except for fillers, shall not be less than 3/8 inch. Steel, subject to corrosive influences, shall be of greater thickness than otherwise specified to protect them against deterioration. The thickness of gusset plates connecting the chords and web members of a truss shall be proportional to the force being transferred but not less than 1/2 inch. The minimum diameter of high strength bolts shall be 7/8 inch diameter. Floor beams shall be a minimum of 21 inches in depth. The allowable bearing pressures as recommended in AREMA Chapter 15 shall be used for steel superstructures bearing on concrete substructures. 36 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 All fracture critical members as defined by AREMA shall be designated as FCM on the plans. Fracture critical members shall be designed for a minimum service temperature and Charpy V-Notch Toughness as required for the corresponding zone. The Designer shall provide details such that all exposed parts will be accessible for inspection, cleaning and painting. Not less than 18 inches of clearance shall be provided between the flanges of parallel lines of beams or girders having depths in excess of 38 inches. All designs must provide drain holes for pockets or depressions that may hold water so that steel areas drain effectively. Structural members shall not be sealed by welding except as approved by the Railroad. In built-up steel girders, provide at least 2 feet between the web and the flange shop -welded splices. 6.8.8.1 Diaphragms or Cross Frames Diaphragms or Cross Frames shall be provided for all steel spans. Jacking stiffeners or jacking beams are required for all steel structures. 6.8.8.2 Mechanically -Connected: Bottom Flanges and Intermediate Stiffeners Girders shall have mechanically -connected bottom flanges and intermediate stiffeners when: • The girder span is over a roadway and the use of two girders per. span or track cannot be avoided (such as a through plate girder). • 20 feet of vertical clearance cannot be provided. Cover plates, flange elements and intermediate stiffeners shall comply with the following requirements. 1. Cover plates of girders with bolted flanges shall be equal in thickness or shall diminish outwardly in thickness. No plate shall be thicker than the flange angles. The gross area of cover plates in any flange shall not exceed 70 percent of the total flange. The total flange consists of cover plates, flange angles directly connected to the cover plates and side plates. The area of any flange element (flange angle, cover plate or side plate) shall not exceed 50 percent of the total flange. 2. Flange elements that are spliced shall be covered by extra material equal in section to the element spliced. There shall be enough bolts on each side of the splice to transmit to the splice material the stress value of the part cut. Flange angles may be spliced with angles or with a full penetration weld. No two elements shall be spliced at the same cross section or within the development length of another spliced element. Welded splices will not be allowed in plate elements of bolted flanges. 3. All intermediate stiffeners shall have a bolted connection to the web. 6.8.9 Painting of Steel Structures Painting of steel structures shall comply with the current requirements of AREMA, AASHTO specifications and recommendations of the Steel Structures Painting Council (SSPC). Paint shall be applied in accordance with the Manufacturer's recommendations or as recommended by the SSPC, whichever is most restrictive. The painting system, including primer and top coats, shall be submitted by the Applicant for review and approval by the Railroad and must be maintained by the Applicant. 37 Im GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 6.8.10 Concrete Superstructure Live load distribution for precast prestressed concrete single or double cell box beams shall be in accordance with Chapter 8, Part 2, Reinforced Concrete Design, Article 2.2.3.c of AREMA. This means that it shall not be assumed that the live load is necessarily equally distributed to the number of boxes supporting the tracks. Box shaped (Single or Double void) or AASHTO type precast prestressed concrete beams for all spans shall be designed with end and interior diaphragms. Interior diaphragms shall be spaced equally across the span length. Strands at the ends of precast prestressed concrete members shall be recessed a minimum of 1 inch into the member and the pocket filled with grout. For AASHTO type beams, the designer shall provide a minimum of eighteen (18) inches clear between the bottom flanges to accommodate inspection and repair. 6.8.10.1 Tie Rods Transverse tie rods shall be provided for all concrete spans utilizing single cell box beams. Transverse tie rods shall be used at span ends and intermediately spaced at maximum intervals of 25 feet. Wherever possible, transverse tie rods in end and interior diaphragms shall be placed perpendicular to the centerline of webs to facilitate application of transverse post -tensioning. The minimum size of tie rod shall be 1-1/4 inches in diameter. Tie Rods shall be threaded steel bars with a minimum fy = 36 ksi. Tie rods shall be tensioned as necessary to ensure that all beam sides are in contact without causing any vertical displacement of the beams from the bearings. The tie rod shall be protected in one of the following ways: 1. Rod, plates and nuts shall be hot dip galvanized per ASTM A123 and A153 specifications. 2. All assembly parts left plain but void between rod and hole to be pressure grouted. The tie rod anchor assembly shall be recessed into the concrete and shall have 1 inch minimum grout cover. 6.9 Substructure Pier and or abutment dimensions must accommodate future track(s) and Access Road per Section 4.1.3 and 4.1.4. Footings for all substructures shall be located and designed to allow a minimum of 12 feet measured perpendicular from centerline of nearest active track to face of shoring to facilitate footing construction. Temporary shoring shall be designed per Section 4.4.2. Cross -hole Sonic Log (CSL) Testing may be required by the Railroad to evaluate the integrity of drilled shafts/caissons. The Plans and Specifications shall include provisions for this testing. Drilled shafts within the influence of track surcharge shall be designed with temporary casing for protection against cave-in, subsidence and or displacement of surrounding ground. Casing shall be designed for live load due to the Railroad surcharge in addition to all other applicable loads. Drilled shafts shall be designed to allow the drilling operation to proceed without impacting the Railroad operation. 6.9.1 Piers .. Columns shall be at least 0.2H in thickness at the base. Slope the top of bridge seat to drain. If weathering steel is used for the superstructure, detail the bridge seat to minimize water staining concrete surfaces. Provide a minimum edge distance of 6 inches from edge of masonry plate or bearing to edge of concrete. 38 GUIDEI:INES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 Provide a minimum of 18 inches beyond the outside edge of outermost masonry plate or bearing to end of the pier. Single column piers shall not be considered for Underpass Structures. Piers with a minimum of two columns shall be provided. A solid pier wall with minimum of 4 feet thickness is preferable. Bridge piers adjacent to roadways shall be protected from vehicular traffic as required per AASHTO and State Department of Transportation standards. 6.9.2 Abutments Slope the top of bridge seat to drain. If weathering steel is used for the superstructure, detail the bridge seat to minimize water staining concrete surfaces. The abutments shall be wide enough to satisfy the Railroad standard roadbed. For multiple track bridges, the abutment width shall be sufficient to provide for the standard shoulder, plus 20 feet for each existing or future track. Provide a minimum edge distance of 6 inches from edge of masonry plate or bearing to edge of concrete. Sloping embankments in front of abutments shall be paved or have grouted rip -rap on top of filter fabric. The year of construction shall be shown at the face of abutment backwall. Numbers shall be embedded into the concrete and be 6 inches size and located where visible. Wing walls shall be designed to support 2:1 embankment slopes and provide positive ballast containment. 6.10 Sequence of Construction It is essential that the construction proceed with no interference to Railroad operations. Continuity of safe rail operation will be required for the duration of the project. The Applicant should contact the Railroad Local Representative in the preliminary design stages to determine the Railroad operation requirements. The most effective method for maintaining traffic is to temporarily reroute Railroad traffic around the construction site using detour tracks (shooflys). Shooflys shall be designed per Section 4.1.1. The use of shooflys for the construction of the permanent structures will minimize traffic interference with railroad operations. However, if construction requires interruption of rail traffic or track and time windows, approval from the Local Service Unit Superintendent of the area is required. No design shall advance without written approval. Prior to the start of any construction on Railroad right-of-way, a Railroad Right -of -Entry Agreement (if applicable) is required per Section 2.3. 6.11 Construction Excavation Excavations for construction of footings, piers, columns, walls and other facilities that require shoring to support active tracks shall comply with BNSF/UPRR Temporary Shoring Guidelines 6.12 Temporary Structures Temporary railroad bridges used for a shoofly must be designed in accordance with AREMA and these Guidelines. Temporary open deck bridges with walkways may be used if a protective cover over the roadway and sidewalks is provided or if the roadway is closed to traffic during construction. 39 GIIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 7 TRAILS (Non -Vehicular Crossing over or under the Railroad) All Trails impacting the Railroad shall be designed in accordance with Section 1, 2, 3, 4 & 7 of these Guidelines, the Manual of Uniform Traffic Control Devices (MUTCD), AASHTO code and any applicable sections of AREMA. 7.1 At Grade Crossing The Railroad does not allow at grade Trail crossings. Alternative plans should be considered to avoid crossing Railroad tracks at grade. At grade crossings immediately adjacent to an existing public roadway crossing with existing Highway Railroad warning devices may be considered. However, all costs associated with the installation of the new crossing surface and crossing warning device changes or relocation will be borne by the Applicant. Scope of proposed crossing work will be determined at a joint diagnostic meeting between the Railroad and Applicant. The Trail must conform to Railroad and MUTCD requirements. 7.2 Trail Parallel to Track The Railroad does not allow Trails parallel to the track on Railroad right-of-way and does not permit the use of Railroad Access Roads for trail use. Railroad bridges can not be used to serve Trail traffic or support a structure serving Trail traffic. Fences or barriers such as vegetation, ditches, and/or berms shall separate Trails that are outside the Railroad right-of-way and running parallel to the track to stop trespassers from entering the Railroad right- of-way. See Plan No. 711000, sheet 2. 7.3 Grade Separated Crossing Consider the use of existing structures to cross the Railroad tracks. In accordance with Homeland Security requirements some Railroad sites and structures are off limits for Trail use and crossing. 7.3.1 Overhead Crossing (Trail over Railroad) New and existing Overhead Structures must be designed or modified with a protective curved fence. See Plan No. 711100, sheet 4. New Overhead Structures shall be designed per Section 5 of these Guidelines. 7.3.2 Underpass Crossing (Railroad Structure over Trail) The Railroad discourages the construction of new Underpass Structures. If an Underpass Structure is the only feasible structure type for the proposed site, a detailed type selection report must be submitted to justify its use. 7.3.2.1 New Underpass Crossing New Underpass Structures shall be designed per Section 6 of these Guidelines. All pipe and concrete box culverts shall be designed per Railroad requirements and any applicable sections of AREMA. Confined structures are discouraged. To improve safety and sight distance all structures shall be tangent without curvature. The clear width and height of pedestrian structures shall be subject to the project site and structure length. The line of sight, historical security data and lighting shall be used for determining the required size of opening. Vertical Clearance shall not be less than 8 feet. 7.3.2.2 Crossing Under Existing Structures An open deck structure shall be modified to a ballast deck or solid deck structure to maintain a safe crossing under a Railroad structure. If modifying an existing open deck structure is not practical, provide a protective cover over the Trail. 40 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 Protection from falling debris is required for the crossing of pedestrians safely under active rail bridges. The overhead protection shall extend a minimum of 30 feet out on each side of the Railroad structure, or further as _ designated by the Railroad's Central Engineering department. However, the protective cover shall not reduce the existing hydraulic opening, shall not function as a debris catcher and shall not impact proper inspection of the structure by Railroad personnel. Measuring the from bottom of the Railroad structure to the top of the protective cover shall not be less than three feet to allowfor inspection and shall not be attached to the structure. If the Applicant can not meet these requirements then the Applicant shall provide a removable hatch to allow Railroad personnel to inspect the bridge structure. The protective cover shall be removable and can be removed, at the Applicant's expense, without advanced notice if deemed necessary by the Railroad. A protective cover shall be required, meeting the above criteria, for ballast deck bridges unless the superstructure Im meets the requirements of Section 6.8.4. 7.4 Drainage aw The drainage pattern of the site before and after construction shall be analyzed. Adequate drainage provisions shall be incorporated into the plans and specifications. Detailed Hydraulic Report may be required subject to site condition. The Hydraulic report must meet the Railroad Hydraulic Criteria per Sections 4.5.2 and 4.5.3. 7.5 Fence ti The Applicant shall specify the appropriate fencing to contain the Trail traffic, within the Trail, crossing the Railroad right-of-way. Fence limits are subject to each project site and must be determined on a case by case basis. Refer to Section 4.6 for fence requirements and Plan No. 711000, sheet 1 for fence details. All Railroad right-of-way fencing, for Trails adjacent to the Railroad right-of-way, must be provided, installed outside Railroad right -of -way and maintained by the Applicant. 7.6 Signs All access to Trails crossing railroad track shall be protected with bollard posts and signs prohibiting non -authorized vehicular access. All advisory and regulatory signs shall be in compliance with MUTCD and AASHTO. "No Trespassing" signs shall be posted every 500 feet. 7.7 Lighting Adequate lighting shall be provided per AASHTO Roadway Lighting Design Guide requirements. Dark confined and isolated Trail crossings hidden from public view may attract illegal activities. Line of sight is extremely important when visibility is a matter of safety and security. The lighting design shall account for the impact on train operations. Lighting shall provide visibility for the Trail without directing light toward the train traffic. GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, Januat-y 24, 2007 41 t I I i' ' P I 1 i i t I 1 i i ! � Track No Excavation Excavation Permitted 12' - 0" 15'-6" Moin Line Track 12'-6" Other Ground Line Sample _ 7' - 9" =xca� vat I own, Bose of Roll 1 T I Shoring to comply with OSHA requirements 2 al o 1 I ^'Ivy an: c 1.5 C)l '— LLJ ro L °°; c' o IN mil._ N O l O Zone A Shoring I n _ ZONE A ZONF B Shoring must be designed for Railroad live load surcharge Only vertical shoring In addition to OSHA Standard loads for excavation in Zone A. will be permitted for excavation in this GENERAL NOTES: APPLICABLE RAILROAD LIVE LOAD: COOPER E80 Zone, (no sloping cuts) Shoring to comply with AI I dimensions are measured perpendicular to j of track. OSHA requirements Prior to commencing any work, the contractor shall Submit GENERAL EXCAVATION ZONES for approval by the Railroad detailed plans indicating the nature and extent of the track protection shoring proposed. SCALE: ( NOT TO SCALE) The contractor shall install the temporary shoring system per the approved plans. Design of the temporary shoring system to comply with GUI DEL I NEs FOR TEIPORARY SHORING BRIDGE DN REVONS DESIGN SY: PGP I DRAM BY: JFS I CHECKED SY: AA S aTANyARDS I$ For excavations which encroach into zone A or B,shoring plans DATE LTR. DESCRIPTION APPROVED: shall be accompanied by des 1 gn calculations. Plans and a roa 1 FORMERLY I1PRR C.E. 10EB19 T ca I cu I at i ons must be signed and stamped by a Professional K hi . V GENERAL SHORING Engineer registered In the state where the work wi I I be NTDIRECTORSTRUCT REBDEMM REQUIREMENTS performed. / n 0.1-04 FILE OMMER. UPRR I DATE 56Q1 / UPRR-M R SPIECIAL PROJECTS STRUCTURES DESIGN PLAN NO.: 71WW ,FI\ SHEET.1 OF 1 PlUllk flit Uf llftf IIIK 8'-0" TO 10'-0" ( TYP. CENTER TO CENTER TOP RAI L 2/2" DIA. PIPE FENCEPOST CHAIN LINK FENCE WITH 2" OPENING 0 o co co 4'-6" TO 6'-0" ( TYP. ) CENTER TO CENTER WROUGHT IRON FENCEPOST 3" CLEAR TYP. WROUGHT IRON RAIL ( ) WROUGHT IRON PICKET LBOTTOM RAIL PROPOSED GROUND LINE EMBEDS MIN. IN CONCRETE PROPOSED GROUND LINE EMBED 8" MIN.IN CONCRETE OR TOP OF CONCRETE WALL OR PLACE BOTTOM OF OR TOP OF CONCRETE WALL OR PLACE BOTTOM OF RETAINING WALL POST BELOW FROSTLINE (TYP.) RETAINING WALL POST BELOW FROSTLINE (TYP.) CHAIN LINK FENCE WROUGHT IRON PICKET FENCE FENCE ELEVATION SCALE: �{6" = I'-0" BlF ` TA ,. REVISIONS DESIGN BY: RAF I DRAWN BY: FJS I CHECKED BY: KHJ BRIDGE STANDARDS DATE I LTR. DESCRl"ON APPROVED RIGHi43F•WAY FENCING / BNSF -ASSISTANT DIRECTOR STRUMRES DESIGN FENCE / I /j � DETAILS `f ,4'CI�i�UCTUREB FILE ONRiER UPRR � DATE: 1/bW1 / I UPRR - MOR CUIi PROJECTS DESIGN PLAN NO.: 711000 SHEET: 1 �" ' - PLOTTE . 3/30/2001 2.51:20 P% x TF. RR RIGHT-OF-WA7 i i x <, 444 / LIMITS OF RR RIGHT-OF-WAY TRAIL MAXIMUM DISTANCE AS PRACTICAL 1 1 o ; I i ; FENCE TYPICAL SECTION WITH STANDARD FLAT BOTTOM DITCH 1$ REVISIONS DESIGN BY: RAF I DRAVTM BY: FJS I CHECKED BY: KHJ BRIDGE STANDARDS DATE LTR I DESCRIPTION APPROVED: i RIOt-OF-wAFTJ9i.YNls FENCE REQUIREHr MENTS FOR BMBF-ABB ffMT D RECTna sTiwnrIRES DESIGN ADJACENT TRAIL OUTSIDE �I� RAILROAD RIGHT-OF-WAY / ' �� -/ FILE OWNER UPRR DATE: 10V / UPRR-MGK PROJECTStMt CTURES DESIGN PUW NO.: 711000 ( SHEET: 2 PLOTTED: 3/30/2007 2•53:35 PL ACCESS FUTURE EXISTING TRACK 25' MiN. ! ROAD i TRACK 25' MiN. FENCE BARRIER ! I I I —SLOPE PAVING 25-MIN. : ! = 20' MIN._ ! _ 25' MIN. SLOPE PAViNG— i i `,zi i TOP OF 10'-6 i RAIL N i BASE/RAIL 15' MIN _. 8 3" —� 'MIN. :o STANDARD FLAT ACCESS TOP OF SUBGRADE Q BOTTOM DITCH I ROAD STANDARD SEE NOTE E L E V A T I O N "V" DITCH GENERAL PERPENDICULAR TO TRACKS Fence shall be provided as indicated on the cross sections and elevation view on bath sides of the Overhead Structure in ALL new or modified structures. Barrier rail for Overhead Structures, without walkways, that may be subject to snow removal shall be a minimum of 42 inches in height with a 4 foot wide shoulder or 30 inches in height with a 6 foot wide Shoulder. See Plan No. 711100, Sheet 4. Lights are to be installed on the underside of the Overhead Structure where shadows cast by the structure would interfere with Railroad operations. Slope paving shall be provided where end slopes are equal to or exceed 2 horizontal to I vertical. Folsework for construction of overhead structures shall comply with Railroad Requirements. Demolition of existing Overhead Structures shall comply with Railroad Demolition Requirements. Temporary shoring shall be designed in accordance with Railroad Guidelines for Temporary Shoring. Applicant sho p be responsible for ident ificot ion, Iocotion and protection of existing utilities. Call the following numbers at least 48 hours prior to commencing work to determine location of fiber optics: UPRR "Call Before You Dig", 1-800-336-S193 BNSF "Call Before You Dig", 1-800-533-2891. CLEARANCES Minimum vertical clearance shall be 23'-4" above the top of high roll within 25' of centerline of track. Additional clearance may be required for construction purposes or if sog of vertical curve must be adjusted or if future track raise for flood SEE NOTE The limits of the fence with barrier rail shall extend to the limits of Railroad Right -of -Way or a minimum of 25 ft. beyond the centerline of the outermost existing track, future trock or access roadway, whichever is greater. FENCE BARRIER / I PEDESTRIAN WALKWAY OVERHEAD STRUCTURE CROSS SECTION WITH FENCE NOTE: WIDTH AND HEIGHT SUBJECT TO HYDRAULIC REQUIREMENTS. SEE PLAN NO. 711100, SHEET 5. PIERS Piers shall be located outside Rallrood Right -of -Way. Pier protection woIIs shall be provided in accordance with AREMA Chapter 8, Part 2.1.5 for piers within 25 feet of the centerline of track. Top of footings located within 25 feet from centerline of track shall be a minimum of 6 feet below base of rail and a minimum of I foot below flowline of ditch. DRAINAGE Drainage from the Overhead Structure shall be diverted away from and not discharged onto the tracks, roadbed and Railroad Right -of -Way. At minimum, a standard "V"-shaped or flat -bottom ditch shall be provided on each side of the tracks as necessary. Culverts may be installed In lieu of standard Rallrood ditches when approved by Railroad Central Engineering. Maintenance of culverts will be at Applicant's expense. FUTURE TRACKS AND ACCESS ROAD Space is to be provided for one or more future tracks as required for long range planning or other operating requirements. Where provision is made for more than two tracks, space is to be provided for an access road on both sides of tracks. considerations or maintenance is probable. REVISIONS DATE I LTR I DESCRI"ON Minimum horizontal clearances, measured at right ongle from centerline of track, shall be as shown in elevation view. For minimum construction clearances, see Plan No. 711100, Sheet 3. I �I I rl � DESIGN BY: RAF I DRAN�Mj BY. KDM I CHECKED BY: KHJ BNSF - AS8 8TANT DIRECTOR STRUCTURES DESIGN UPRR- MGKSPECUIL PROJECTS9TRUCTURES DESIGN ON IFIC 1=(�(i tul BRIDGE STANDARDS IJr�4ia: Ai 110i Ili —1-411 '.11 t4.11-41 b.kmj GENERAL OVERHEAD STRUCTURE DRAWING FILE OWNER: UPRR I DATE: 112AW PLAN NO.: 711100 SHEET: 1 PLOTTIE. 3/3D/2007 Y: 53:46 P1. PLAN I. North Arrow 2. Centerline of bridge and/or centerline of project. 3. Track layout and limits of Railroad right-of-way with respect to centerline of main lines. 4. Footprint of proposed superstructure and substructure including existing structure if applicable. 5. Show and label future tracks, access roadways and existing tracks as main line, siding, spur, etc. 6. Indicate point of minumum vertical clearance and distance, measured perpendicular, from the centerline of nearest track. 7. Horizontal clearance at right angle from centerline of nearest existing or future track to the face of obstruction such as substructure above grade. 8. Horizontal clearance at right angle from centerline of nearest existing or future trock to the face of nearest foundation below grade. 9. Indicate horizontal spacing at right angle between centerlines of existing and/or future tracks. 10. Limits of shoring and minimum distance at right angle from centerline of nearest track. 11. Locate and show all existing facilities and utilities and their proposed relocation, if required. 12. Toe of slope and/or limits of retaining wail. 13. Existing and proposed contours. 14. Limits of barrier rail and fence. 15. Indicate minimum structure separation for adjacent structures. 16. Indicate Railroad Milepost and direction of increasing Milepost. 17. Direction of flow for all drainage systems within project Itmits. 18. Timetable direction arrows, nearest Railroad station and end station of Railroad Subdivision. ELEVATION 14. Show and label future tracks, access roads and existing tracks as main line, siding spur, etc. 15. Show location of deck joints. 16. Location of deck drains. TYPICAL SECTION I. Total width of superstructure. 2. Width of shoulder and/or sidewalk. 3. Type of barrier rail, fence and their heights. 4. Depth of superstructure. TITLE BLOCK I. The name 8 logo of engineering firm or project owner. 2. Drawing title. 3. Railroad milepost number and subdivision. 4. City, county and state. 5. Project name and location. 6. Date. 7. Latitude and longitude. RAILROAD PROFILE GRADE DIAGRAM I. Show existing and proposed track profile at the bridge location and a minimum of 1,000 feet past each edge of the bridge. Note: The Railroad Milepost is calculated I. Individual spon length and total bridge length. at the intersection of centerlines of the 2. Limits of barrier rail and fence with respect to centerline of track. Overhead Structure and Existing Track. 3. Depth of foundation below bottom of tie. All separate Overhead Structures shall have 4. Horizontal clearance at right angle from centerline of nearest existing or individual Milepost designations. future track to the face of obstruction such as substructure above grade. 5. Indicate horizontal spacing at right angle between centerlines of existing and/or future tracks. 6. Minimum horizontal clearance at right angle from centerline of nearest existing or future track to the face of foundation below grade. 7. Indicate top and bottom of pier protection wall elevation relative to top of rail elevation. 8. ControIIIng dimensions of draInoge ditches and/or drainage structures. 9. Top of rail eIevotions for all tracks. 10. M i n i mum permanent vertical clearance above top of REVISIONS DESIGN BY: RAF I DRAWN BY: MMD I CHECKM BY: MJ II. h i gh ro i I to the lowest point under the bridge. DATE LTR DESCRIPTION Existing and 8 APPROVED: K a.12. proposed goundIIno roadway profile. Show elevation of existing or relocated utilities. 13. j Show slope and specify type of slope poving. Toe , � I of slope shall be shown relative to drainage ditch BMW • ASSIBTMT MEMR STRUCTURES DEEM c . , I I and top of subgrade. , i i - T JMRtOINCIAPR•oJECTBIMCTURESDIMIGN UNION CA<I FIC IIIII� BRIDGE STANDARDS W� 0 JSIe �J..i•'l�i11 � A1A I:u.i.r_an�.. s' ILI k c, �a�kuy MINIMUM LAYOUT REQUIREMENTS FOR OVERHEAD STRUCTURES FILE OWNER UPRR I DATE: V24A7 PLAN NO.: 711100 SHEET: 2 PLOTTE . 3/30/2007 2:53:51 N CONSTRUCTION NOTES: I. Any shoring system that impacts the Railroad's operation and/or supports the Railroad's embankment shall be designed and constructed per Railroad Guidelines for Temporary Shoring. 2. All demolition within the Railroad's right-of-way and/or demolition that may impact the Railroad's tracks or operations shall comply with the Railroad's Demolition requirements. 3. Erection over the Railroad's track shall be planned such that I enables the track(s) to remoIn open to traffic per Railroad requirements. 4. The elevation of the existing top -of -rail profile shall be verified before beginning construction. All discrepancies shall be brought to the attention of the Railroad prior to construction. 5. The proposed grade separation project shall not change the quantity and/or characteristics of the flow in the Railroad ditches and/or drainage structures. 6. The contractor must submit a proposed method of erosion and sediment control and have the method approved by the Railroad prior to beginning any grading on the project site. 7. For Railroad coordination please refer to the RoiIrood' s Coordination Requirements as part of the Specifications or Special Provisions of the project. 8. Temporary Construction Clearances, including faIsework clearances, shall comply with Figure 1. 9. All permanent clearances shall be verified before project closeout. REVISIONS DATE I LTR. DESCRIPTION / NO CONSTRUCTION ACTIVITIES OR OTHER OBSTRUCTIONS SHALL BE PLACED WITHIN THESE LIMITS / o / / N / TOP OF RAIL OF TRACK j MINIMUM CONSTRUCTION CLEARANCE ENVELOPE (NORMAL TO RAILROAD) FIGURE I * 15'- 0" for BNSF and 12'-0" for UPRR DESIGN BY: RAF I DRAWN BY: KDM i CHECKED BY: *U APPROVED: Kg I. BNSF - ASSISTANT DIRECTOR STRUCTURES DESIGN 1A071 e, UPRR - MORSPECUL PIROJECTWftRUCTURES DESIGN UNION _ PACIFIC BRIDGE STANDARDS 1iII WiA: 71t:! LuU•1 f�Li111iW 1/LL.IYUL'11,LY Y en'nel1El11I CONSTRUCTION NOTES FILE OWNER: UPRR I DATE: INV PLAN NO.: 711100 t1J SHEET: 3 PLOTTE . 3/30/2007 2:51:01 PL. FENCE FENCE FENCE FENCE POST i �• o 0 0 FENCE POST i o o ti CDCD• ; _ _ on cn FENCE POST "' PEDESTRIAN WALKWAY i z o , oO I%q" STD. PIPE z si BARRIER z BARRIER �' Z HANDRAIL DRIVING a SHOULDER o N SHOULDER PEDESTRIAN o SHOULDER o LANE I �� I WALKWAY FENCE ON BARRIER WALKWAY FENCE WALKWAY FENCE ON ON BARRIER CURB WITH BARRIER REVISIONS DATE LTPL DESCRIPTION /I I /I Alr-" ' ww ,. DESIGN BY: RAF ( DRAWN BY: MMD I CHECIOM BY. lau BRIDGE STANDARDS APPROVED: SW-Ass,BTAKTDIRECMRsrn MMESDESION OVERHEAD STRUCTURE BARRIERS AND FENCES L FILE OViMER: UPRR PRR DATE: 121/07 UPRR - MZCIAL PROJECTS S DESIGN PLAN NO.: 711100 SHEET: 4 PLOTTE 1/)0/2007 2:51: 1/ PI I i r ) + I 1 I I ' . MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS 25' WITH ACCESS ROAD ** 8'* 8'* 25' WITH ACCESS ROAD 15' WITHOUT ACCESS ROAD TOP OF TIE +• OF 1 EGL K ++ ;: •�. EXISTING OR i FUTURE EXTERIOR TRACK i i i 20' FUTURE TRACK c- I i —{ 15" MIN. (LOW DENSITY) TIMBER TIE 7 — 19" MAX. (HIGH DENSITY) TIMBER TIE 21" MIN. FOR CONCRETE TIE i 2" CROWN 'V' DITCH—/ • ., SUB -BALLAST SELECT MATERIAL j 6" MIN. 12" MAX. PAVED SLOPE ° TYP. SECTION AT ABUTMENT SLOPES WITH STD. "V" DITCH q EXISTING OR i FUTURE EXTERIOR TRACK MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS 25' WITH ACCESS ROAD ** i 10'* 61* i 25' WITH ACCESS ROAD 20' FUTURE TRACK r _ 15' WITHOUT ACCESS ROAD TOP OF TIE -- ' 15" MIN, FLOW DENSITY) TIMBER TIE "''' TOP OF SUBGRADE .'{. -— 19" MAX. ( HIGH DENSITY) TIMBER TIE GL 100 " 21" MIN. FOR CONCRETE TIE C) T. 2" CROWN SUB -BALLAST SELECT MATERIAL i PAVED SLOPE Y �� FLAT BOTTOM DITCH 6" MIN. 12" MAX. TYP. SECTION AT ABUTMENT SLOPES WITH STD. FLAT BOTTOM DITCH NOTE: MINIMUM DITCH SIZES ARE SHOWN. DITCH SIZE TO BE INCREASED AS REQUIRED BASED ON RR HYDRAULIC CRITERIA. • WIDTH AND HEIGHT SUBJECT A$ TO HYDRAULIC REQUIREMENTS. nrfiW, •* LOCATION OF PIER, BENT COLUMNS OR REVISIONS DESIGN BY: RAF (DRAWN BY: FJS I CHECKED BY: *U BRIDGE STANDARDS ABUTMENT WALLS SHOULD NOT INTERFERE DATA LTR ! DEScmPna+ APPROVED: WITH THE DRAINAGE IN THE AREA. IF MINIMUM / 1 I �N• 6'6-'���u�.�,u.���,�1 STANDARD DITCHES ARE NOT PROVIDED IN / THE LAYOUT, LONGITUDINAL CULVERTS SHALL /_I I SW- ASSISTANT DIRECTOR STRUCTURES DESIGN TYPICAL SECTIONS BE PROVIDED THAT WILL HANDLE THE DRAINAGE 11 I /Z �� �,/ 'Y AT ABUTMENT SLOPES AS REQUIRED BY THE HYDRAULIC STUDIES. / I I FILEOMRIER UPRR (DATE: 1QIA7 f j UPRR - MOR SPECIAL PROJECTS UCTURES DESIGN PLAN NO.: 711100 1 8HEET: 6 PLOTTED: 3/30/2007 2:54:27 PM I c I 1 / 6' - 0" . M I N. ( TYP. ) J FACE PROTL. I , V;, TIML.L- TRACK ON ONE SIDE OF COLUMNS. SINGLE COLUMN i A 1 ' II r I � GRADE( TYP. ) ., LL SHALL EXTEND LEAST 4 FT. BELOW LOWEST SURROUNDINU UMAUC FACE OF TRACK ON ONE SIDE OF COLUMNS. PROTECTION WALL TWO OR MORE COLUMNS SECTION OCISCALE: %g"= 1 '-0" 1'-0" MIN. SECTION REVISIONSDRTELTRDESCRIPTION SCALE. Yg"=I'-O"(IL - � � 1 1 C i I 1 2' - 6" MIN. ( TYP. ) .,. GRADE (TYP.) LA - CD t2 O SECTION B SCALE: %g"= I ' - 0" j 10. 6'-0" MINIMUM FOR PIERS FROM 12 FT. TO 25 FT. CLEAR FROM THE CENTERLINE OF TRACK. 12'-0" MINIMUM FOR PIERS LESS THAN 12 FT. CLEAR FROM THE CENTERLINE OF TRACK. UNION VAC."C DESIGN BY: RAF IMAYMIRY. FJS I CHECKED BY: IOU BRIDGE STANDARDSAPPROVED: /. WULUL,ULWJUtA i KU" UI1HLkAh*.V tWE06*JWU) NSF -ASSISTANT DIRECTOR STRUCTURES DESIGN STANDARDS FOR Wo�p PIER PROTECTION WALL3 G jJ FILE OYVERUPRR 113ATE: 120 IYRR-MGKSPECiALPROJECTS SDEGN PLANNO.: 711100 I SHEET: B i PIOiTEuI. 3T)0/200T 2:54:35 PL PLAN I. North Arrow 2. Alignment of centerline of bridge and/or horizontal control line of project, centerline of existing track( s), centerline or future track(s), centerline of shoofly, centerline of roadway. Identify tracks as main, siding, etc. 3. Angle between centerline of roadway and centerline of bridge. Skew ongIe of substructure. 4. Horizontal distance between centerlines of moin track(s) and adjacent existing and/or future tracks. 5. 1ndIviduo I span Iength(s) and total bridge length from face to face of backwalls. 6. Limits of Railroad right-of-way with respect to centerline of main track. Limits of Right -of -Way fencing. 7. Footprint of proposed superstructure and substructure including approach slabs and existing structure, if applicable. 8. Footprint of roadway, sidewalks, retaining walls, etc. 9. Location of access roadway(s) and turnarounds. 10.Timetoble direction arrows, nearest railroad station and end station of railroad subdivision. II. Railroad Milepost measured at the inside face of backwall, at the low milepost bridge end. 12.Point of minimum vertical clearance. 13.AI1 existing facilities and utilities and their proposed relocation, if required. 14.Limits of shoring including minimum distance at right angle from centerline of nearest track. 15.1-imits of grading, with existing and proposed contours. 16.M)nimum structure separation for adjacent structures. 17.D)rection of flow for all drainage systems within project limits. 18.1-ocation of geotech borings. ELEVATION I. individual span length(s) and total bridge length from inside 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. face to face of backwalls. Distance from nearest Railroad Milemorker to inside face of bockwali at the low milepost bridge end. Profile grade of bridge. Profile grade and top of rail elevations for moin track. Roadway section. Minimum vertical clearance from roadway to bridge. Limits of handrail/fence on bridge. Location of fixed and exponsion bearings. TYPICAL SECTION I. Centerline of bridge and/or horizontal control line of project, centerline of existing track(s), centerline of future track(s). Identify tracks as main, siding, etc. 2. AREMA clearance envelope. 3. Horizontal distance between centerline of tracks, distance from centerline of track to face of ballast retainer and handrail/fence. 4. Total width of superstructure. 5. Width of walkway. 6. Height and type of ballast retainer, handrail/fence. 7. Depth of superstructure. 8. Rail, tie and ballast system with vertical distance from top of rail to top of deck and minimum depth of ballast under the tie (12"). 9. Cross slope of deck, if applicable, and waterproofing system. 10. Girder spacing. 11. Diaphragms: Steel - end and intermediate Concrete - tie rods. TITLE BLOCK I. The name 8 logo of engineering firm or project owner. 2. Drawing title. 3. RR Milepost number and subdivision. 4. City, county and state. 5. Project name and location. 6. Date. 7. Latitude and Longitude. RAILROAD PROFILE GRADE DIAGRAM I. Show existing and proposed track profile at the bridge location and a minimum of 1,000 feet post each end of the bridge. Location and type of substructure with elevations. REVISIONS DESIGN BY: RAF IDRAM W. FJS I CHECKED BY: IWJ Numbering of spans, abutments and piers. DATE LTR. DESCRIPTION APPROVED: Existing and proposed groundline, / K b/ including slope paving. Existing and proposed utilities. BNSFl-AASSISTANT DIRECTORRSTRTU STRUCTURES DESIGN Depth of foundation below roadway. / I I /�a �7. ro/ p Y / I I UPRR-MGXSPECIAL PROJECTSVRUCTURESDESIGN UNION PACIFIC �IIII� BRIDGE STANDARDS la"rULJc Slew •'1 U•U 1. N.W. Ivrl Hu�+..N.uui � ;.�d:4J•G•'I Ue�J) MINIMUM LAYOUT REQUIREMENTS FOR UNDERPASS STRUCTURES FILE OWNER: UPRR DATE: 1Q407 PLAN NO.: 711200 SHEET: 1 PLOTTE . J/70/2007 7. 5/: 47 PL t I I 1 0 1 1 t * 9'- 0" MIN. (TANGENT TRACK) BRIDGE 9' - 6" MIN. ( CURVE TRACK) OR AS REQUIRED BY AREMA, EXISTING TRACK i WHICHEVER IS GREATER. _SOLID WALKWAY !BALLAST WALKWAY_ i * i 20' - 0" i I FENCE 1'-0" MIN. PRECAST CONCRETE BALLAST (TYP.) — FASCIA BEAM SEE SECTION 6.7 1 ; I I' -Off 1 N BRIDGE SEAT _ — W30x9O I TOP OF - - WATERPROOFING RAIL ( TYP. ) ( TYP.) TIE ( TYP. ) -I ! 00-0-0-0 2' - 3" E _ —ANCHOR —SOLE PLATE 2' - 6" MIN. BOLT (TYP.) w/ BEAR Inv PAD _ 1 it . Aw A#V r REVI810NS DESIGN SY: RAF JDRANM BY: KDM I CHECKED BY: KHJ BRIDGE STANDARDS DATE I LTR. I DESCRIPTION APPROVED: 1 T U. U kwL y4.:i l U,u 4, A/N •4 JL'.II K� 8W- ASSISTANT DKWMSTRUCTURES DESIGN ROLLED BEAMS e. V.P Ili NE STEEL PLATE DECK FILE ONMEFI• UPRR 1 DATE: 12WT I I�RR - PROJECTSWMUCTURES DESIGN PLAN NO.: 711200 18HEET: 2 PLOU 4/11/2D01 9:15:45 M BALLAST STEEL DECK I EXISTING TRACK OR FUTURE TRACK i i i ! i i i i a HANDRAIL w/ FENCE ! STEEL FLASHING ( TYP. ) ojojolqjo.jo-. ! i Q o 1 - 011 MIN. W36x135 I II I r 1 4 f 1 R 1 j i 1 f 4 11 4 f * 9' - 0" MIN. ( TANGENT TRACK) BRIDGE DGE EXISTING TRACK 9' - G" MIN. ( CURVE TRACK) OR EXISTING TRACK OR FUTURE TRACK AS REOUIRED BY AREMA, WHICHEVER IS GREATER. SOLID WALKWAY BALLAST WALKWAY i 20' 0" ; i FENCE PRECAST CONCRETE 1'-0" MIN. FASCIA BEAM BALLAST ( TYP. ) — SEE SECTION 6.7 i 8' - 0" i ` I MIN. HANDRAIL I ' -on — W30x9O TOP OF ; i w/ FENCE if — RAIL (TYP. WATERPROOFING ) STEEL BALLAST (TYP.) , ; FLASHING TIE (TYP.) STEEL DECK Lo N I BR I DGE SEAT " L"V421 -3a ANCHOR BOLT ( TYP ) SOLE PLATE 35 2 - 6 MIN ` w/ BEARING PAD B/Vi,F REVISIONS DESIGN BY: RAF I DRAWN BY: KDM I CHECKED SY: KHJ BRIDGE STANDARDS DATE I LTR I DESCRIPTION APPROVED SIM-AesRerANrDIRECTOR S RUCUIRESDESIGN STEEL PLATE GIRDERS w►/ STEEL PLATE DECK � � 'y FILE OWNER: UPRR I DATE: V24W I 1 1 I IPRR - MOR PROJECTS UCTURES DESIGN PLAN NO.: 7112M I SHEET: 3 PLOTTED: 9/11/2DDT 9116: 12 A ■ t 7 f 1 II I , e I If # + J • i I * 1 T 7 I 9'-0" MIN. (TANGENT TRACK) q BRIDGE 9'-6" MIN. (CURVE TRACK) OR EXISTING TRACK I EXISTING TRACK AS REQUIRED BY AREMA, OR FUTURE TRACK WHICHEVER IS GREATER. _SOLID WALKWAY 'BALLAST WALKWAY__ I * ! I 20' - 0" ; I i FENCE I � I I /7 1'-0" MIN. PRECAST CONCRETE ; BALLAST (TYP.)- FASC I A BEAM 8' - Of. SEE SECTION 6.7 MIN. Y- ' HANDRAIL w/ FENCE STEEL CURB i FLASH I NG ( TYP. ) WATERPROOFING BOLO( TYP.) o ( TYP.) ; BALLAST �'► ' TIE (TYP. ) ' "' CONCRETE ! r ' x i DECK $ I ; - i�l M N. YA SLOPE M N. yp% SLOPE BRIDGE T SEAT Qto O olb O 010 o o O O DECK GRAIN (TYP. ) V4 2'-6" MINA I 2' - 3" REVISIONS DATE L7R I DESCRIPTION / / 1 /I /I / I 1 / � 1 ANCHOR BOLT TYP. `- SOLE PLATE w/ BEARING PAD � ww twwr DESIGN BY: RAF ,DRAVM BY: WD I CHECKED BY: IDN BRIDGE STANDARDS APPROVED: K SNN-ASSISTANTDIREDMS7I UMRESDESIGN ROLLED BEAMS Na ` � w/ CQNCF�ETE W FILE OWNER: UP I DATE: 1/2a407 UPRR - PECIAL PROJECTS UCTURES DESIGN PLAN NO.: 711200 I SHEET; 4 KOTiE I 471 2GO7 9: 16:47 - 9' - 0" MIN. ( TANGENT TRACK) 9'-6" MIN, (CURVE TRACK) OR EXISTING TRACK BRIDGE AS REOUIRED BY AREMA, WHICHEVER IS GREATER. i _SOLID WALKWAY !BALLAST WALKWAY_ FENCE i i PRECAST CONCRETE FASCIA BEAM SEE SECTION 6.7 2 0' - 0" 1'-0" MIN. BALLAST ( TYP. ) EXISTING TRACK OR FUTURE TRACK 8'-011 MIN. X.- HANDRAIL STEEL CURB ; w/ FENCE FLASH I NG ( TYP.) TOP OF _ WATERPROOFING RAIL (TYP.) ; a �I (TYP,) i TIE (TYP.) BALLAST CONCRETE ' DECK I • I cal M1N.y2ro JLUvt M1 SLUT L BRIDGE f1 . . . . .. . .. . . . . . . . . . . SEAT :I'' DECK DRAIN ( TYP. ) — .I I .I I. I 2' - 3" `— ANCHOR — SOLE PLA E BOLT (TYP.) w/ BEARING PAD 2' - 6" MIN. I `sivs� ' 1 ?AIf WA REVISIONS DESIGN BY: RAF I DRAWN BY: MMO I CHECKED BY: KH.1 BRIDGE STANDARDS DATE I LTR DESCRIPTION APPROVED: / WSF-AWSTANrDIRECTOR SMUCnIRESDESIGN STEEL PLATE GIRDERS wrl CONCI;ETE DECK FILE OWNER UPRR I DATE: 124A7 / I ( UPRR-MGK PROJECI84TRUMRESOEM14 PLANNO.: 711200 8HEEP: 6 MITE : 4/11/2007 9: 17:03 AA. f I I t t I I I I I II r * 9' - 0" MIN. ( TANGENT TRACK) q BRIDGE 9'-6" MIN. (CURVE TRACK) OR EXISTING TRACK AS REQUIRED BY AREMA, WHICHEVER IS GREATER. _SOLID WALKWAY iBALLAST WALKWAY_ 20' - 0" FENCE 1 PRECAST CONCRETE FASCIA BEAM ; I'-0" MIN. SEE SECTION 6.7 BALLAST ( TYP. )- STEEL CURB FLASHING (TYP.) WATERPROOFING TOP OF I'-0" (TYP.) ! RAIL (TYP.) TIE BALLAST ( TYP.) - ; I LID x x - BRIDGE O O O O O O SEAT L Vq" ( TYP. ) ------------- 2' - 6" MIN. REVISIONS DATE OR DESCRIPTION � I i EXISTING TRACK OR FUTURE TRACK I I ' UO, —O„ ' HANDRAIL M I N. a E`� w/ FENCE I I o I - rn `- BEARING PAD ( TYP. ) , B^n AA DESIGN BY: RAF I DRAM BY: MM I CHECM BY: au BRIDGE STANDARDS APPROVED: 1/141UL SltFU4 ib1 i AM Uid'Yku,WU IIi,WiI�Y h•'b1YifJ) RR STANDARD PRESTRESSED BNSF- ASSISTANT MEEECC Ft61WI SRESDESIGN PRECAST CONCRETE 7 . DOUBLE CELL BOX BEAMS A-gelG FIE OWNER: UPRR I DATE: i*4W UPRR • MGR SPECIAL PROJECTS'$TRUCTURES DESM PLAN NO.: M200 I SHEET: 8 PUITTE 4/1Ii2007 9:17:19 AL 1 I L � 1 ! � 1 i 1 t ► J � ! M i ! ! ! * 9'-0" MIN. (TANGENT TRACK) EXISTING TRACK BRIDGE EXISTING TRACK 9' - 6" MIN. ( CURVE TRACK) OR AS REQUIRED BY AREMA ! OR FUTURE TRACK WHICHEVER IS GREATER. SOLID WALKWAYBALLAST WALKWAY_ * ' 20' - 0" i j I I FENCE i PRECAST CONCRETE FASCIA BEAM SEE SECTION 6.7 i I -- STEEL CURB I'-0" MIN. FLASHING (TYP. l BALLAST ( TYP. )- HANDRAIL WATERPROOFING TOP OF I i 8'-011 1'-0" ( TYP.) RAIL (TYP.) i I _ I TIE BALLAST MIN. (TYP.LID ) I ; I 04 M BRIDGE 4 : .. i�•: SEAT -3 O`QOOOO.CO:OO. 2'-G" MIN. V4 „ -e--s TRANSVERSE TIE ROD REVISIONS DATE I LTR I DESCRIPTION / -FLEXIBLE SEALING STRIP �- BEARING PAD (TYP.) DESIGN BY: RAF I DRAWN RY: WD I CHECIED BY: IOU BRIDGE STANDARDS APPROVED: � T / � lirlb143c Ylc!'/Ut111 AAA /iu�WYr1�S11•••WJ��i4'IWIUI .�+ BASF -ASSISTANT DI ECTORSTRUCTURESDE M PRESTRESSED PRECAST / CONCRETE BOX BEAMS FILE OWNER UPRR DATE 1/24V UPRR- MGKSPEC & PROJECTSSTRUC'TURES DESIGN PLAN NO.: 711200 I SHEET: 7 PLOTTED: 1/11/2007 9: 17: 38 A)- 9'-0" MIN. (TANGENT TRACK) q BRIDGE RACK 9'-6" MIN. (CURVE TRACK) OR EXISTING TRACK ; ORIFUTURE STING TTRACK AS REQUIRED BY AREMA, � SOLID WALKWAY !BALLAST WALKWAY_ WHICHEVER IS GREATER. j , * _ 204 - 011 -dKI I I j � I j I j FENCE ' 1'-0" MIN. ' PRECAST CONCRETE BALLAST (TYP.)— FASCIA BEAM ; HANDRAIL SEE SECTION 6.7 w/ FENCE i 81-011 m t�i I N 2'-6" MIN. STEEL FLASHINGRBTYP.) TOP OF MIN. RAIL (TYP.) ! - — WATERPROOFING '• o (TYP.) ! TIE BALLAST ;M (TYP) CONCRETE 9 V j DECK g ! j YA LOPE /• 1 JLUVL i DECK DRAIN (TYP.) 1 — BEARING PAD ( TYP. ) DIAPHRAGM ( TYP. ) REVISIONS DATE I LTR I DESCRIPTON / /I /I I / I / I BRIDGE SEAT PRESTRESSED CONCRETE G I RDER ( TYP, ) is AAfAWA/ DESIGN BY: RAF IDRAM Or. FJS 1 CHECKED BY. IOU APPROVED: BRIDGE STANDARDS ! wuwtu�srww.uv�:wu�.r.:uru.w:.,oriwu� ' . �`1 • PRESTRESSED PRECAST MW-ASSISTANT DIRECTOR STRUCTURES DESIGN CONCRETE AASHTO TYPE loony a� GIRDER w/ CQNCRETE DECK FILE OWNER: UPRR I DATE: 1/2/107 UPRR—" PECIALPROJECTS CTU URESDESIGN PLAN NO.: 711200 1 SHEET: e PIOTTEO: 4/11/2001 9:17:49 . BRIDGE 4 4' - O" + e 22' — Off + 22' — O" + EXISTING TRACK r�� EXISTING TRACK I OR FUTURE TRACK 12' - 0" + I 10' - 0" 10' - 0" 12' - 0" + ! CLEARANCE ENVELOPE i CHECKERED PLATE ! WALKWAY ( TYP. ) - INSIDE I r-s GUARDRAIL 8' — 0" TYP. 1'-0" MIN.` i BALLAST (TYP.)— ; MIN, TOP OF RAIL BALLAST _ 2°i SLOPE 2% SLOPE��\ TIE i DECKSTEE `" I Q.a^ LU STEEL STEEL STEEL THROUGH - WATERPROOFING DIAPHRAGM (TYP.) FLOORBEAM (TYP. I PLATE GIRDER * SEE SECTION 6.6. 1 sivs� A vAIA wAr REVISIONS DESIGN BY: RAF !DRAM BY. KDM ! CHECKED BY: KW BRIDGE STANDARDS DATE LTR DESCRIPTION APPROVED: � 1 I uaw�s:.�iruu�wL.'Wa+l�+:r�o./wal l �I STEEL THROUGH eNeF-ASSIST ►TDIRECMRsr>UCTURESDESIGN PLATE GIRDERS I � STEEL PLATE DECK FILE OVYE UPRR !DATE: 1/LIKI7 I I UPRR CU1L PROJECTS w/ CTURES DESIGN PLAN NO.: 711200 3HEET: 9 PLOTT{ 7/30/?001 Y. SR:» Pu i-DRAIN PIPE I CURB 5" - - - - - - -- - - - - - - - - - - - - - - - -.- - - - - - - - - o------------------------------------------ - - - -I - - - TRACK BALLAST J � w DRAIN PIPE -----------------------------� -------------------------------------� TRACK w vt — BOTTOM PAN CONNECT DRAIN PIPES TO -- ABUTMENT DOWNSPOUTS AND UNDERDRAINS (TYP.) PIER ABUTMENT WATERPROOFING DECK PLAN LOCATION OF DRAIN PIPE DRAIN PIPE (TYP.) SCALE: NONE __..x IO✓SCALE: NONE ,0" _ _y2% SLOPE MIN. Y2% SLOPE MIN., I .064 THICK GALV. SHEET METAL 1 6" DIA. DRAIN PIPE DOWN SPOUT TYPICAL DECK SECTION 0—(AT END SECTIONS ONLY) SCALE: NONE I- I /3" = 45 - �" x�� SLOTS 1- I /3" , _ 9y8" _ ON 2-2/3 IN, SPACING oI ��" 21- 0" 3/4" 1 P J//'AI .064 THICK GALV. '7 �.__a--1--n--1--°--°--°� �•1--°--6--°--°--°--°--°�- 8-3A"x3/4" SLOTS SPACED DRAIN DETAIL - BOTTOM PANEl ON 2-2/3AIN. CENTERS SLOTS ; SCALE: NONE LTO_STORM DRAIN !- - -4 -4--- -4- - - #------ •- - --•----•-i- s " -°-�A8-:%nx%" -°--� -°- ---- + - NOTE: LAP DRAIN PIPE ONE SLOTS SPACED ` CORRUGATION AT EACH END. 8" ON 2-2/3 IN. CENTERS � = _ � B/VSF ,vAIAWAr SECTION A -A DETAIL - DRAIN PIPE REVISIONS DESIGN Br: RAP I DRAWN BY: MMD I CHECKED BY. KHJ BRIDGE STANDARDS DATE M DESCRIPTION APPROVED: SCALE: NONE ; BNSF-ns STANTDWCnoRsr>:UCTUMDESM CAST -IN -PLACE CONCRETE /�, ,y DECK DRAIN DETAILS ��yu FILE ONMER: UPRR I DATE: 1/2�/07 RR i I I UP - MMAbE CIAI PROJECTS RES DESIGN PLAN NO.: 711200 18HEET: 10 .. .. '• - - vLaiteo: v3onnm r. SF� �a a. I" MIN. OVERALL ASPHALT 18"WIDE x 0.060 IN. BUTYL RUBBER PROTECTIVE COVER SHEETS MEMBRANE OR EPDM WATERPROOFING CENTERED OVER THE CONST. JOINT 0.060 IN. BUTYL FTHE 12"WIDE x 16 GAGE GALV. SHEET METAL RUBBER MEMBRANE OR COVER PLATE CENTERED OVER EPDM WATERPROOFING CONST. JOINT 9: j •d' SLAB CONTROLLED JOINT TYPICAL LONGITUDINAL SECTION AT CONTROLLED JOINT EXPANSION GAP I" MIN. OVERALL ASPHALT PROTECTIVE COVER SHEETS- 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING - 28"WIDE x 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING CENTERED OVER THE OPEN JOINT 22"WIDE x 16 GAGE GALV. SHEET METAL COVER PLATE CENTERED OVER THE OPEN JOINT Y2" x 10"WIDE COVER PLATE ON DECK 8 CURB SLOTS) SLAB • . TYPICAL AT NO SCALE SEE FLASHING DETAILS, r�j PLAN NO. 711200, SHEET 12 0.060 IN. BUTYL RUBBER 28" WIDE x 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING; MEMBRANE OR EPDM WATERPROOFING CENTERED OVER THE OPEN JOINT I" MIN. OVERALL ASPHALT 22" WIDE x 16 GAGE GALV. SHEET METAL PROTECTIVE COVER SHEETS I' COVER PLATE CENTERED OVER THE OPEN JOINT - i Y2" x 10"WIDE COVER PLATE (ON DECK 8 CURB SLOTS) � TYPICAL TRANSVERSE SECTION STEELOATCOPENEJOINT AT OPEN JOINT NO SCALE .. 6" 6" BUTYL GUM TAPE EXTENDED y8" MIN. BEYOND EDGE OF SPLICE TONGUE 8 GROOVE - FIELD SPLICE BUTYL RUBBER MEMBRANE OR EPDM REVISIONS WATERPROOFING SPLICE DETAIL mm-I `m D�'p'°N NO SCALE 1 /I I / I i OPEN JOINT LONGITUDINAL SECTION BENTS a BACKWALL NO SCALE — 24"WIDE x 0.060 IN. BUTYL RUBBER BACKWALL OR MEMBRANE OR EPDM WATERPROOFING APPROACH SLAB 7 CENTERED ALONG THE AXIS OF THE CORNER 11111111 ` _— x 13"WIDE ARMOR PLATE AT ABUTMENTS :av • �" ( FULL LENGTH OF WATERPROOFING) °. Y2" DIA. GALV, BOLT W/WASHER THREADED INSERT IN LONG SLOTTED HOLE SPACED AT 1'-6" C. TO C. TYPICAL LONGITUDINAL SECTION AT END OF BACKWALL / APPROACH SLABS NO SCALE UNION PACIFIC I IIIII DESIGN BY: RAF IDRAM BY: FJS I CHECKED BY: MJ BRIDGE STANDARDS APPROVED: KN URM* atrARA I KA UMMUNW (Uftft a A%Wj BNV_ASSISTAWDMCTMSMUMURESDESIGN WATERPROOFING DETAILS /S�" 6 �7 i o- FILE ONMER UPRR DATE: 1"W UPRR - MGKPECIAL PROJECTOMUCTURES DESIGN PLAN NO.: M200 8HEET: 17 PLOT TES L70/2DOT 2. 56: 50 M CONCRETE CURB SEALANT SEALANT -'�- %2" D I A. x 2" WITH WASHER A- 307 BOLT B LONG SLOTTED %2" D I A. x I y2" A- 325 BOLT WITH WASHER INSERT, ASSEMBLY STEEL CURB D FOR �2 D I A. x 2 HOLE @ 2'-0" MAX. CENTERS WASHER B NUT .' A-307 BOLT ' SEE FLASHING N i @ 2' - 0" MAX. CENTERS A DETAIL BALLAST _ BALLAST D oo_ 0���0) K TWO LAYERS o > TWO LAYERS OF OF PROTECTIVE PROTECTIVE > ASPHALTIC = ASPHALTIC _I PANELS. PANELS. _ I" TOTAL TOTAL THICKNESS THICKNESS >. MINIMUM / MINIMUM y s ► ' CONCRETE SEE FLASHING BUTYL RUBBER " P DECK DETAIL MEMBRANE OR �, BUTYL RUBBER MEMBRANE OR EPDM —MASTIC FILL EPDM 0.060" CONCRETE DECK 0.060" MINIMUM STEEL DECK MINIMUM THICKNESS HICKNESS LONG SLOTTED - - HOLE @ 2'-0" MAX. CENTERS NOTES: I. ALL STRUCTURAL STEEL PLATES, BOLTS AND WASHERS SHALL BE GALVANIZED. FOR %2" D I A. BOLT -� 2. D I SCONT I NUE FLASH I NG OVER I „ , PIERS AND ABUTMENTS. i I — %q " STEEL Fj' REVISIONS DESIGN BY: RAF I DRAWN BY: MMD I CHECKED BY: MJ BRIDGE STANDARDS f A36 GALV. �� DATE LTR DESCRIPTION APPROVED: / CURB FLASHING DETAIL SMIM11RES FLASHING DETAILS / I FOR VVA I ERPROOFING / 1 G � FILE OWNER: UPRR DATE: IrMW / I I UPRR-MGKSPECIALPRQIEGTS$TRUCTURESDESIGN PLAN NO.: 711200 SHEET: 12 PLOTT[ . 3/372W Y.— In a ! I � ► ! I � i I � � I � 1 � 1 � I. 1• 1 1 > z I I a a I I SACRIFICIAL BEAM SACRIFICIAL B\ \ � � � � � 1 1 I a , u ' I I I PIER I I I I1 I I J f � I I N I I \\ � PIER > z I J a S\AC\RIFICIAL BEAM ABUTMENT PLAN VABUTMENT <OP OF I AIL PIER CAP--� SACRIFICIAL BEAM ROADWAY ROADWAY _ ABUTMENTPIER ABUTMENT ELEVATION LAYOUT OF SACRIFICIAL REAMS * MIN. VERTICAL CLEARANCE REFER TO SECTION 6.6.2 -3' FOR CLARITY REDWOOD Iy2" A _IY2" BLOCK NOT SHOWN N SACRIFICIAL BEAM i Ni u u PIER EXTERIOR BEAM REDWOOD t3 TOP OF BRIDGE SEAT --\ Q Q SUPPORT BAR ^ SEE DETAIL "B" V SECTION IMPACT (AT CONCRETE BEAM) DEVICE .I 1 TOP OF BRIDGE SEAT SECTION qw (AT STEEL GIRDER) ` NOTE: PROVIDE AND SHOW CABLE TO RESTRAIN SACRIFICIAL BEAM. ALL CONCRETE STRUCTURES THAT ARE NOT PROTECTED WITH B""Awl SACRIFICIAL BEAMS SHALL BE PROTECTED WITH IMPACT .+nilfAr SLOTTED HOLE PROTECTION DEVICES OVER ONCOMING TRAFFIC SIDE. " --__ REVISIONS DEMON BY- RAF IDRAVJNBY: ImM I CNECl�DBY: aIJ BRIDGE STANDARDS SUPPORT BAR — HATE f LTR. DEBCRIPMON APPROVED ( GALV. ) / �.u.L.e,sa..�9u,ac.�W�i.a::.e" tM�..•s��Jwu0 KN ------------------ ------ I I BW-AMirr NTDRECTORSTRUCTURESMON SACRIFICIAL BEAMS AND PROTECTION ANGLE / IMPACT ROTECTIOiV DEVICES t GALV. DETAIL B , I Q � FILE ONME2 U I DATE: 12MT U�BPECIAL PROJECTS 8 DEMON PLAN NO.: 711200 SHEET: 13 PLOTTE 4/II/200T 9: 18:09 AL SCHEDULE 2 as TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT GUIDELINES FOR PREPARATIONS OF A BRIDGE DEMOLITION AND REMOVAL PLAN FOR STRUCTURES OVER RAILROAD 14792939\V-13 C-13 r GUIDELINES FOR PREPARATION OF A BRIDGE DEMOLITION AND REMOVAL PLAN FOR STRUCTURES OVER RAILROAD STOP ALL WORK DURING RAIL OPERATIONS -JAI I T Tm 7 OFFICE OF CHIEF ENGINEER DESIGN 1416 DODGE ST. OMAHA. NE 68179 INDEX ITEM PAGE I. General II. Bridge Removal Plan III. Procedure IV. Track Protection '" V. Cranes VI. Cutting Torches VII. Utilities VIII. Hazardous Material Appendix 3 4 5 6 6 6 7 I. GENERAL A. The Contractor's work shall in no way impede the train operations of the Union Pacific Railroad. B. The Contractor shall develop a work plan assuming that minimal track windows will be available. C. The Contractor shall be responsible for planning and executing all procedures necessary to remove the overhead bridge in a safe and controlled manner. D. The Railroad's tracks and property shall be protected at all times. E. The contractor shall ensure the area immediately adjacent to operational tracks shall remain free from stumble or like hazards to the ground Railroad personnel to prevent injuries. Open excavations shall be in accordance with current CE Drawing 106613 and shall be protected by appropriate fencing. F. The words "demolition" 'and "removal" will be used interchangeably. G. All removed materials shall be disposed of outside the Railroad right-of-way at no expense to the Railroad. H. No work is allowed within 50 feet of the nearest rail when trains pass the work site. I. Staged demolition of the portions of structure immediately adjacent to operational tracks will not jeopardize the integrity of the structure over said tracks until actual removal of the portion of the structure over the tracks is being done. J. A flagman is required when any work is performed within 25 feet of the nearest rail. K. No blasting will be permitted on Railroad's right-of-way. II. BRIDGE REMOVAL PLAN A. The Contractor shall submit a complete Bridge Removal Plan to the Railroad. The Bridge Removal Plan shall include details, procedures and the sequence of staged removal of the bridge, including all steps necessary to remove the bridge in a safe and controlled manner. Guidelines for Preparation of a 1 March 31, 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad B. The Contractor shall submit to the Railroad; three (3) complete sets of the Bridge Removal Plan for review and comments. The Plan shall be sealed by a Civil or Structural Engineer registered in the state where the proposed demolition will take place. A minimum of three (3) weeks shall be allowed for the Railroad's review after the complete submittal is received. No removal operations will be permitted over the Railroad right of way until the submitted material has been reviewed and comments provided. C. Review and comment of the Removal Plan by the Railroad will not relieve the Contractor of the ultimate responsibility and liability for the demolition of the structure. D. The Removal Plan shall include the following: 1 } Plan, elevation and location of the bridge, and the locations of any access roads needed for movement of the equipment. The as -built drawings may be used for the submittal provided the removal steps are clearly marked and legible. 2) Indicate the position of all railroad tracks below the bridge and identify each track as mainline, siding, spur, etc. 3) Bridge removal sequence and procedures for entire bridge including the staging for the removal of the superstructure and substructure. 4) List type and number of equipment required and their locations during demolition operations. 5) Locations and types of temporary supports, shoring or bracing required. These members shall be designed to meet Union Pacific Railroad current standard drawing 106613 "General Shoring Requirements", "Guidelines for Design and Construction of Falsework for Structures Over Union Pacific Railroad", "Guidelines for Design and Construction of Shoring Adjacent to Active Railroad Tracks", and the appropriate local and national building and design code requirements. 6) The proposed vertical and horizontal clearance from all tracks to the temporary and permanent supports. The minimum vertical and horizontal clearances shall be as per attached frame protection details. 7) If any temporary supports interfere with the natural drainage along the Railroad right-of-way, a temporary drainage plan shall be submitted for review and comment prior to constructing temporary supports. The proposed drainage plan shall route all drainage away from the railroad tracks. Guidelines for Preparation of a 2 March 31, 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 8) Details, limits, and locations of protective covers or other measures proposed to be used to protect the tracks. This includes any shields or other measures that will protect the tracks from falling debris during removal of the overhead bridge and from any debris rolling down the side slopes or otherwise coming into the area around the tracks which could affect train operations. Design loads, including impact loads, shall be noted. In addition equipment should be on site capable of removing debris and track shield from operational tracks. 9) All procedures necessary to remove the bridge in a safe and controlled manner. The estimated time for complete removal over the tracks shall be noted. 10) All overhead and underground utilities in the area affected by removal of the bridge shall be located on the drawings, including any fiber optic, railroad signal, and communication lines. lw� II)The location and details of track crossings required for moving of the equipment across the railroad tracks. 12) Limits of demolition of substructures. 13) Details of on -site fire suppression. III. PROCEDURE A. During removal operations the remaining structure shall be stable during all stages of the removal operations. B. Prior to proceeding with bridge removal the sealing Civil or Structural Engineer, or his authorized representative working for the Contractor, shall inspect the temporary support shoring, including temporary bracing and protective coverings, for conformity with the worldng drawings. The Engineer shall certify in writing to the Railroad that the work is in conformance with the drawings and that the materials and workmanship are satisfactory. A copy of this certification shall be available at the site of work at all times. C. Coordinate the removal schedule with the Railroad. All the removal work within the track area shall be performed during the time windows when the trains are not passing the work site. D. All substructures shall be removed to at least 3 feet below the final finished grade or at least 2 feet below base of rail whichever is lower, unless otherwise specified by the Railroad. Guidelines for Preparation of a 3 March 31, 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad E. All debris and refuse resulting from the work shall be removed from the right of way by the contractor and the premises left in a neat and presentable condition. F. The work progress shall be reviewed and logged by the Contractor's Engineer. Should an unplanned event occur, the Contractor shall inform the Railroad and submit procedure to correct or remedy the occurrence. G. Preferably all demolition and beam removal shall be from above. In the case that the beams require removal from below, the beams may temporarily straddle the tracks. The following steps shall be taken: 1) The work shall be scheduled with the Railroad's Service Unit Superintendent subject to the Railroad's operational requirements for continuos train operations. The beams removed in sufficient time for train passage. 2j The tracks shall be protected and no equipment placed on the tracks. 3) The beams shall be blocked and not come in contact with the tracks. Blocking shall not be placed on the tracks. 4) The beams and all equipment will be moved a minimum of 15 feet from the nearest rail of the tracks when a train is passing. IV. TRACK PROTECTION A. The track protective cover shall be constructed before beginning bridge removal work and may be supported by falsework or members of the existing structure. See the attached Track Shield Detail and Frame Protection Detail for additional requirements. Types of protective covers that may be acceptable methods for protecting the tracks are: 1) A decking supported by the bridge or a suspended cover from the bridge above the track clearance envelope. 2) A track shield cover over the tracks per the attached detail. 3) A framed cover outside the track clearance envelope. 4) A catcher box or loader bucket under decking and parapets overhanging the exterior girders. B. Construction equipment shall not be placed on the tracks unless tracks are protected. Guidelines for Preparation of a 4 March 31, 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad C. Temporary haul road crossings shall are of either Section Timbers or Precast Concrete Panels. The type of crossing shall be determined by the Manager of Industry and Public Projects. Solid timbers or ballast with timber headers shall be used between multiple tracks. If temporary crossing is accessible to public crossing shall be protected with barricades or locked gates when contractor is not actively working at the site or weekends. D. Track protection is required for all equipment including rubber tired equipment operating within 25 ft. or over the tracks. V. CRANES A. When cranes are operated near the tracks the following is required: 1 } Only cranes with the capacity to handle the loads may be used. Front end loaders and backhoes cannot be used to lift over the tracks. 2) The Contractor shall verify that the foundations under the crane can support the loads. 3) The size and material type of crane mats shall be submitted to the Railroad for review and comment. No mat substitution will be allowed. The mats shall be rigid and of sufficient capacity to distribute the crane loads and prevent tipping of the crane. 4) Installation of temporary track crossings for equipment shall be scheduled with the Manager of Industry and Public Projects . 5) Additional track protection is required when crossing with a crane. The protection methods shall be submitted to the Railroad for review and comment. 6) Equipment shall not place outriggers on the tracks or ballast. 7) Cranes shall not be placed within the track clearance envelope without flagman protection. Guidelines for Preparation of a 5 March 31. 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad VI. CUTTING TORCHES A. When a cutting torch is used near the tracks or any timber, the following steps shall be taken: 1) Fire suppression equipment is required on -site. 2) Do not use a torch over, between, or adjacent to the tracks unless a steel plate protective cover is used. Care shall be taken to make certain the use of a steel plate does not come in contact with the rails. See "Track Shield Details" for other requirements. Details of the shield shall be submitted to the Railroad for approval.. 3) Wet the ties and other timber below the cutting area. 4) Monitor the work site for at least three hours after cutting for a smoldering fire. B. Extensive overhead cutting will not be performed over the track area without the proper fire suppression equipment on -site and proper protection. VII. UTILITIES A. The demolition operations shall be planned such that the utility lines are operating safely at all times. The utility lines shall be protected if affected by demolition operations. All the work associated with utility lines should be coordinated by the contractor with the respective utility companies. VIII. HAZARDOUS MATERIAL A. If any hazardous materials are found, provide material protection as specified in local hazardous material codes and immediately contact the Railroad. Guidelines for Preparation of a 6 March 31, 1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad APPENDIX • U.P.R.R. STANDARD DRAWING 106613 • TRACK SHIELD DETAIL • FRAME PROTECTION DETAILS Guidelines for Preparation of a 7 March 31,1998 Bridge Demolition and Removal Plan Over the Union Pacific Railroad D Track No Excavation .a 3650m 112'-0`) Main line and Branch Track_ 2150 mn (7'-0") Industry Track 4570 mm ( 15'-0")(Main Line 7 3816 rtm (12'-6")(Branch Line ' 3500 (II'-6") or to edge of exist. subgro 2360 mn 17' - 9" ) Base of Rail f 450 mn ( i'-6") TRACK PROTECTION SHORING: All dimensions are measured perpendicular to C Traci The contractor shall provide and install track protection shoring before commencing excavation. Prior to commencing any work, the contractor shall submit for approval by the Engineer and UPRR, detailed pions Indicating the nature and extent of the track protection shoring proposed. Shoring shall be designed for Coopers E80 IIve load surchorge and the UPRR may impose more stringent requirements as conditions warrant. For excavations which encroach Into railroad live load surcharge zone, shoring plans will be accompanied by a copy of the design calculations, and both must be staiped by a registered professional engineer. Design of shoring shall comply with UPRR guidelines for design and construction of shoring adjacent to active railroad tracks. Excavation Permitted APPLICABLE RAILROAD LIVE LOAD; COOPER E80 TRACK PROTECTION SHORING REOUIREMENTS fs UNION PACIFIC RAILROAD GENERAL SHORING REQUIREMENTS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3- 31- 98 REDRAWN C. E. 106613 u OF TRACK Oetu �J ` TRACK SHIELD (SEE NOTES) TRIYitA SPIIiBOUND I�TRACK NS GEOT SIDE OF RACK OR APPROVED EOUAU l// I LIMBERS NAIL SUPPORT TIHMLAST ME OTTSEE NOTES) / ( BALLAST ISEE ROTES) TRACK SHELD DETAIL FOR DEBRIS FALLING FROM BRIDGE DECK REMOVAL (WHEN TRACK TIME WM N 15 AVAILABLE) NOTES, L A FLAGMAN IS REOU4ED AT ALL TIMES DURING THE USE OF A TRACK SNE1D. 2. THE TRACK SHIELD SHALL BE DESIGNED BY THE CONTRACTOR AND SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE ANTICIPATED LOADS. INCLUI NG IMPACT. THE SHIELD SHALL PREVENT ANy MATERIALS, WOWNT OR DEBRIS FROM FALLING ONTO THE RAILROAD TRAM ADDITIONAL. LAYERS OF MATERIALS SHALL BE RMS)ED AS NECESSARY TO PREVENT FILE MATERIALS OR DEBRIS FROM SFTNG DOWN UPON THE TRACK. I THE SHIELD SHOULD PREFERABLY BE PREFABRICATED AND FURNISHED WITH LIFTING HOOKS TO SIMPLIFY REMOVAL, A. THE SHIELD SHALL BE OF SUFFICIENT STRENGTH TO SPAN BETWEEN fT'S SUPPORTS ITTHOUT BEARING UPON THE RALS AND TO WITHSTAND DROPPING RUBBLE. s. BEFORE REMOVAL. THE SHAELD SHALL BE CLEANED OF ALL DEBRIS AM FINE MATERIAL. 6. THE TRACK SHIELD SHALL EXTEND AT LEAST 20 FEET BEYOND THE LIMITS OF DEMOLITION TRANSVERSE TO THE EDGE OF TTE BRIDGE. /— TRACK SHIELD f BLOCKING DETAIL T. LONGITUDINAL SUPPORT TAKERS FOR THE SHIELD SHALL NOT EXTEND ABOVE THE TOP OF RAIL WHEN THE SHIELD IS REMOVED. BLOCKNC FROM THE TOP OF RAIL TO THE BOTTOM OF THE SHIELD MAY BE ATTACHED TO THE SHIELD. REMANt1G TIMBERS SHALL BE ANCHIXiFD, E FOR TRAIN PASSAGE. THE RUBBLE SHALL BE REMOVED TO A OWN OF B' 6' FROM THE NEAREST RAIL AND TO AN ELEVATION NO HIGHER THAN THE TOP OF RAIL. & AT THE 00 OF THE DAY, THE MLE SHALL BE REMOVED COMPLETELY TO A MINIMUM OF IO' O' FROM THE NEAREST RAIL AND DOWN TO ORIGINAL GRADE X). CARE SHALL BE TAKEN TO NOT PLACE METAL ACROSS THE TRACK RAILS. RAILROAD COMMUNICATIONS ARE SENT THROUGH THE RALS AND WLL BE DBRUPTED BY A SHORT BETWEEN RAILS. L DETAILS SHOWN APPLY FOR TIMBER TES, SPECIAL DETAILS ARE REOUREO FOR CONCRETE TIES. UNION PACIFIC RAILROAD TRACK SHIELD DETAIL OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 SHEET I OF I DEBRIS PROTECTION (TYPJ.SEE NOTE 5 DEBRIS PRO' SEE NOTE 5 TUTS OF RACK PROTECTION ITYPJ IL OF TRACK ( OF TRACK (TV I I T I ( f tdN -1 Ki I MIN. TOP OF, RAFL ,Iw �- -� \- ACCESS ROAD BRIDGE ELEVATION STANDARD LIMITS OF PROTECTION FOR FRAME PROTECTION Q Of TRACK ` OF TRACK LIMITS OF I TRACK PROTECTION (TYPJ r 1 � � WL _ -RCP Of i -----� ACCESS ROAD BRIDGE ELEVATION MINIMUM LIMITS OF PROTECTION FOR FRAME PROTECTION (SPECIAL PERMISSION REOURED, SEE NOTE U NOTESs L THE STANDARD LIMITS OF PROTECTION NOTED ARE THE UK CLEARANCES ALLOTTED 1ITHOUT SPECIAL POWSKlN FROM THE RAILROAD. THE REDUCED CLEARANCES NOTED MAY BE ALLOWED BY THE RAILROAD. SPECIAL PERMISSION FOR THE REDUCED CLEARANCES IS REOURED FROM THE RARROAO SERVICE UNIT SUPERINTElOENT, 2. THE PROTECTION FRAME SMALL AS A MN!" MATCH THE DEMOLITION LOTS SHOWN AND EXTEND PAST THE BRIDGE WIDTH AS SHOWN ON THE ATTACHED DEMaITIDN PLAN SHEET. 3. FOR ADDITIONAL CLEARANCE AND PROTECTION NFORMATKIN, SEE URN PACIFIC RALROAD STANDARD DRAWING NO.0035 I. THE PROTECTION FRAME SMALL PREVENT DEMOLITION DEBRIS. DUST AND FINE MATERIAL FROM FALLING ONTO THE RAILROAD TRACKS. ACCESS ROAD OR TRANS. THE FRAME SHALL BE DESIGNED BY THE CONTRACTOR TO SUPPORT THE ANTICIPATED DEMOLITION LOADS. AND N ACCORDANCE WITH UNION PACIFIC GLDEL HIES FOR DESIGN OF FALSEWORK FOR STRUCTURES OVER THE RAILROAD. S. DEBRIS PROTECTION IS REOI RED WAR THE BASE OF THE SIDE SLOPES APO ADJACENT TO ROADS USED BY DEMOLITION EMPMENT TO PREVENT DEBRIS FROM ROLLING ONTO THE TRACK. ACCESS ROAD OR DITCH. USE TIMM AS REMO TO STOP LARGE PIECES OF ROLLING DEBRIS. 6. ANY ACTIVITY WITHIN 25 FEET OF THE NEAREST RAIL OF A TRACK REOUIRES A FLAGMAN. • IF NO ACCESS ROAD,USE NPL DIIENSION FROM OTHER SIDE OF DETAIL. is UNION PACIFIC RAILROAD FRAME PROTECTION DETAILS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 SHEET I OF 2 f ! i , j OF TRACK BELOW OF TRACK BELOW tlpgy LUTS OF TRUCK PROTECTIN (TYP,I L SEE GENERAL NOTES ON BRIDGE ELEVATION SHEET 2. STANDARD LUTS OF PROTECTION ARE SNOWK FOR MN. LUTS OF PROTECTION ONENSIONS, SEE BRDGE ELEVATION, *ACCESS ROAD —� I I HRWM LUTS OF PROTECTION � , b ; eRIpCE ooa 2s . I I W-0' ► K SEE won � I l (SEE NOTE 2) , I I I I I 1 I I � I I i BRIDGE PLAN STANDARD LIMITS OF PROTECTION FOR FRAME PROTECTION • F NO ACCESS ROAD, USE IwK DROSHON FROM OTHER SIDE BRIDGE DECK--,"t� I< � 1 1 1 1 1 LUTS OF TRACK PROTECTION ITYPJ TOP OF RAIL ��— EXTEND TO GRADE (TTPJ BRIDGE DECK CROSS SECTION STANDARD LIMITS OF PROTECTION • F NO ACCESS ROAD, USE MK DNIENSION FROM OTHER SIDE I$ UNION PACIFIC RAILROAD FRAME PROTECTION DETAILS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 SHEET 2 OF 2 0 i i 14792939\V-13 SCHEDULE 3 TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT GUIDELINES FOR TEMPORARY SHORING C-14 No GUIDELINES FOR TEMPORARY SHORING "CALL BEFORE YOU DIG!" 1-800-533-2891 ASSISTANT DIRECTOR STRUCTURE DESIGN 4515 KANSAS AVE KANSAS CITY, KS 66106-1124 BUILDING AMERICA7 "CALL BEFORE YOU DIG!" 1-800-336-9193 OFFICE AVP ENGINEERING - DESIGN 1400 DOUGLAS ST. STOP 0910 OMAHA, NE 68179-0910 GUIDELINES FOR TEMPORARY SHORING Published October 25, 2Z7 .. INDEX SECTION PAGE 1. SCOPE . . . . . . . . . 0 1 2. GENERAL CRITERIA . • . . . . . . . . . . . . . 1 3. CONTRACTOR RESPONSIBILITIES . . . . . . . . . . . . . . 2 4. INFORMATION REQUIRED • . . . . . . . a . . . . . . 3 5. TYPES OF TEMPORARY SHORING . . . • . . . . . . . 5 6. GENERAL SHORING REQUIREMENTS . • • . . . . . . . 5 7. COMPUTATION OF APPLIED FORCES . • . . . . • . 7 8. STRUCTURAL INTEGRITY. . . . . . . . . . . . . . . . . . . 9 9. SOIL CHARACTERISTICS . . . . . . . . . . . . • • • . . . . 10 10. PLANS . . . . . . . . . . . • • • . . . . . . . . . . . . 11 11. SUBMITTALS . • . . . . . . . . . . . . . . . . . . . . . 13 12. APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . 14 13. BIBLIOGRAPHY. . . • . . . . . . . . . . . . . . . . . . . 14 GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 0 GUIDELINES FOR TEMPORARY SHORING 1. SCOPE The scope of these guidelines is to inform public agencies, design engineers, contractors and inspectors of current Railroad standards and requirements concerning design and construction of temporary shoring. 1. The term Railroad refers to the Burlington Northern & Santa Fe Railway (BNSF) and/or the Union Pacific Railroad (UPRR). The term Contractor is defined as any party gaining access to work on Railroad right-of-way or other Railroad operating locations. 2. These guidelines are provided as a reference and may not be taken as authority to construct without prior review and written approval of the Railroad. These guidelines supersede all previous guidelines for temporary shoring and are subject to revision without notice. 3. These guidelines supplement the current, American Railway Engineering and Maintenance -of -Way Association (AREMA) Manual of Recommended Practice. The 2002 AREMA Manual was utilized in developing this guideline. The AREMA Manual is available from: American Railway Engineering and Maintenance -of -Way Association 8201 Corporate Drive, Suite 1125 Landover, MD 20785-2230 Phone: (301) 459-3200 FAX: (301) 459-8077 www.arema.org 4. The specific requirements for temporary shoring addressed in this document shall be followed for all locations where the Railroad operates, regardless of track ownership. 5. Any items not covered specifically herein shall be in accordance with the AREMA Manual and subject to the review and approval of the Railroad. Where conflicts exist, the most stringent specification should be applied. 6. All excavations shall also be governed by Railroad requirements, Federal, State and Local laws, rules, and regulations concerning construction safety. 7. Safe rail operations shall be required for the duration of the project. All personnel, railroad tracks and property shall be protected at all times. 8. To expedite the review process of the temporary shoring plans, drawings submitted by the Contractors are required to adhere to the project specifications, AREMA and other Railroad requirements. 2. GENERAL CRITERIA The Contractor must not begin construction of any component of the shoring system affecting the Railroad right-of-way until written Railroad approval has been received. 1. All excavations shall be in compliance with applicable OSHA regulations and shall be shored where there is any danger to tracks, structures or personnel regardless of depth. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 2. The Contractor is responsible for planning and executing all procedures necessary to construct, maintain and remove the temporary shoring system in a safe and controlled manner. 3. Emergency Railroad phone numbers are to be obtained from the Railroad representative in charge of the project prior to the start of any work and shall be posted at the job site. 4. The Contractor must obtain a valid right of entry permit from the Railroad and comply with all Railroad requirements when working on Railroad property. 5. The Contractor is required to meet minimum safety standards as defined by the Railroad. 6. All temporary shoring systems that support or impact the Railroad's tracks or operations shall be designed and constructed to provide safe and adequate rigidity. 7. The Railroad requirements, construction submittal review times and review criteria should be discussed at the pre -construction meeting with the Contractor. 8. A flagman is required when any work is performed within 25 feet of track centerline. If the Railroad provides flagging or other services, the Contractor shall not be relieved of any responsibilities or liabilities as set forth in any document authorizing the work. No work is allowed within 50 feet of track centerline when a train passes the work site and all personnel must clear the area within 25 feet of track centerline and secure all equipment when trains are present. 9. Appropriate measures for the installation and protection of fiber optic cables shall be addressed in the plans and contract documents. For specific Railroad requirements and additional information refer to: www.bnsf.com or call 1-800-533-2891. www.uprr.com, call 1-800-336-9193 or refer to UPRR Fiber Optic Engineering, Construction and Maintenance Standards. 10. Relocation of utilities or communication lines not owned by the Railroad shall be coordinated with the utility owners. The utility relocation plans must then be submitted to the Railroad utility representative for approval. The shoring plans must include the correct contact for the Railroad, State or Local utility locating service provider. The Railroad will not be responsible for cost associated with any utility, signal, or communication line relocation or adjustments. 3. CONTRACTOR RESPONSIBILITIES The Contractor shall be solely responsible for the design, construction and performance of the temporary structure. (AREMA 8.28.1.3) 1. The Contractor's work shall in no way impede the train operations of the Railroad and must be coordinated with the local Railroad operating department. 2. The Contractor shall develop a work plan that enables the track(s) to remain open to train traffic at all times. 3. The Contractor shall comply with all State and Federal Laws, county or municipal ordinances and regulations which in any manner affect the work. 4. All removed soils will become the responsibility of the Contractor and shall be disposed of outside the Railroad right-of-way according to the applicable Federal, State and Local regulations. 5. The Project Engineer and the Contractor shall evaluate the quality of materials furnished and work performed. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 2 6. The Contractor is responsible to protect the Railroad ballast and subballast from contamination. 7. The Contractor must monitor and record top of rail elevations and track alignment for the duration of the project. The movement shall be within the limits defined in Table 1, Deflection Criteria on page 10. Displacements exceeding the limits defined in Table 1 must be immediately reported to the Railroad. All work on the project must stop and the Railroad may take any action necessary to ensure safe passage of trains. The Contractor must immediately submit a corrective action plan to the Railroad for review and approval. The Railroad must review and approve the proposed repair procedure. The repair must be inspected by the Railroad before the track can be placed back in service. 8. Any damage to Railroad property such as track, signal equipment or structure could result in a train derailment. All damage must be reported immediately to the Railroad representative in charge of the project and to the Railroad Manager of Track Maintenance (MTM). 4. INFORMATION REQUIRED Plans and calculations shall be submitted, signed and stamped by a Registered Professional Engineer familiar with Railroad loadings and who is licensed in the state where the shoring system is intended for use. Shoring design plans and calculations shall be in English units. If Metric units are used, all controlling dimensions, elevations, design criteria assumptions, and material stresses shall be expressed in dual units, with English units to be in parentheses. Information shall be assembled concerning right-of-way boundary, clearances, proposed grades of tracks and roads, and all other factors that may influence the controlling dimensions of the proposed shoring system. See section 10 for additional requirements. 1. Field Survey. Sufficient information shall be shown on the plans in the form of profiles, cross sections and topographical maps to determine general design and structural requirements. Field survey information of critical or key dimensions shall be referenced to the centerline of track(s) and top of rail elevations. Existing and proposed grades and alignment of tracks and roads shall be indicated together with a record of controlling elevation of water surfaces or ground water. Show the location of existing/proposed utilities and construction history of the area which might hamper proper installation of the piling, soldier beams, or ground anchors. 2. Geotechnical Report shall provide: a. Elevation and location of soil boring in reference to the track(s) centerline and top of rail elevations. b. Classification of all soils encountered. c. Internal angle of soil friction. d. Dry and wet unit weights of soil. e. Active and passive soil coefficients, pressure diagram for multiple soil strata. f. Bearing capacity and unconfined compression strength of soil. g. Backfill and compaction recommendations. h. Optimum moisture content of fill material. i. Maximum density of fill material. j. Minimum recommended factor of safety. k. Water table elevation on both sides of the shoring system. 1. Dewatering wells and proposed flownets or zones of influence. m. In seismic areas, evaluation of liquefaction potential of various soil strata. 3. Loads. s GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 All design criteria, temporary and permanent loading must be clearly stated in the design calculations and on the contract and record plans. Temporary loads include, but are not limited to: construction equipment, construction materials and lower water levels adjoining the bulkhead causing unbalanced hydrostatic pressure. Permanent loads include, but are not limited to: future grading and paving, Railroads or highways, structures, material storage piles, snow and earthquake. The allowable live load after construction should be clearly shown in the plans and painted on the pavements behind the bulkheads or shown on signs at the site and also recorded on the record plans. Some of the loads are: a. Live load pressure due to E80 loading for track parallel to shoring system. b. Live load pressure due to E80 loading for track at right angle to shoring system. c. Other live loads. d. Active earth pressure due to soil. e. Passive earth pressure due to soil. f. Active earth pressure due to surcharge loads. g. Active pressure due to sloped embankment. h. Dead load. i. Buoyancy. j. Longitudinal force from live load. k. Centrifugal forces. I. Shrinkage. m. Temperature. n. Earthquake. o. Stream flow pressure. p. Ice pressure. 4. Drainage. (AREMA 8.20.2.4) a. The drainage pattern of the site before and after construction should be analyzed and adequate drainage provisions should be incorporated into the plans and specifications. Consideration should be given to groundwater as well as surface drainage. b. Drainage provisions for backfill should be compatible with the assumed water conditions in design. 5. Structural design calculations. a. List all assumptions used to design the temporary shoring system. b. Determine E80 live load lateral pressure using the Boussinesq strip load equation. See Figure 2 which illustrates Plan Number 710001 "LIVE LOAD PRESSURE DUE TO COOPER E80". c. Computerized calculations and programs must clearly indicate the input and output data. List all equations used in determining the output. d. Example calculations with values must be provided to support computerized output and match the calculated computer result. e. Provide a simple free body diagram showing all controlling dimensions and applied loads on the temporary shoring system. f. Calculated lateral deflections of the shoring and effects to the rail system must be included. See section 8, Part 6. Include the elastic deflection of the wall as well as the deflection due to the passive deflection of the resisting soil mass. g. Documents and manufacturer's recommendations which support the design assumptions must be included with the calculations. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 5. TYPES OF TEMPORARY SHORING 1. A shoring box is a prefabricated shoring system which is installed as the excavation progresses. This shoring system is not accepted by the Railroad. This system is allowed in special applications only, typically where Railroad live load surcharge is not present. The shoring box is moved down into the excavation by gravity or by applying vertical loading from excavation equipment. 2. Anchored systems with tiebacks are discouraged. The tiebacks will be an obstruction to future utility installations and may also damage existing utilities. Tiebacks must be removed per Railroad direction. Removal of tieback assemblies is problematic. 3. An anchored sheet pile wall is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the sheet pile is embedded and the tensile resistance of the anchors. a. For purposes of these guidelines, ground anchors shall be cement -grouted tiebacks designed, furnished, installed, tested and stressed in accordance with the project specifications and AREMA requirements. 4. An anchored soldier beam with lagging wall is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the soldier beam is embedded and from the tensile resistance of the ground anchors. a. Anchored soldier beam with lagging walls are generally designed as flexible structures which have sufficient lateral movement to mobilize active earth pressures and a portion of the passive pressure. b. For purposes of these specifications, soldier beams include steel H-piles, wide flange sections or other fabricated sections that are driven or set in drilled holes. Lagging refers to the members spanning between soldier beams. 5. A cantilever sheet pile wall is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the sheet pile is embedded. If cantilever sheet pile is used for shoring adjacent to an operating track, the shoring system shall be at least 12'-0" away from the centerline of track. Cantilever sheet pile walls shall be used only in granular soils or stiff clays. 6. A cantilever soldier beam with lagging wall is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the soldier beam is embedded. 7. A braced excavation is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the vertical members are embedded and from the structural capacity of the bracing members. a. For purposes of these guidelines, the vertical members of the braced excavation system include steel sheet piling or soldier beams comprised of steel H-piles, wide flange sections, or other fabricated sections that are driven or installed in drilled holes. Wales are horizontal structural members designed to transfer lateral loads from the vertical members to the struts. Struts are structural compression members that support the lateral loads from the wales. 8. A cofferdam is an enclosed temporary structure used to keep water and soil out of an excavation for a permanent structure such as a bridge pier or abutment or similar structure. Cofferdams may be constructed of timber, steel, concrete or a combination of these. These guidelines consider cofferdams primarily constructed with steel sheet piles. 6. GENERAL SHORING REQUIREMENTS For general shoring requirements and specific applications of the following items refer to Figure 1 on the next page which illustrates Plan Number 710000 "GENERAL SHORING REQUIREMENTS". GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 , q Track No Excavation 12' - 0" 15'-6" Main Line Track 12'-6" Other 7' - 9" Base of Roll I'-6" Excavation Permitted Sample Ground Line Excavation .0 --------- jW-- y j Shoring to comply with "IC OSHA requirements 2 _ I 01 o I mI C nIIL mI o C 018 Zone A Shoring --,-; ^' IN ZONE A ZONE 8 Shoring must be designed for Railroad live load surcharge Only vertical shoring In addition to OSHA Standard loads for excavation in Zone A. will be permitted for APPLICABLE RAILROAD LIVE LOAD' COOPER E80 excavation 1 ihis t 1 GENERAL NOTES. All dimensions are measured perpendicular to j of track. Prior to commencing any work, the contractor shall submit for approval by the Railroad detailed plons indicating the nature and extent of the track protection sharing proposed. The contractor shall Install the temporary shoring system per the approved plans. Design of the temporary shoring system to comply with GUIDELINES FOR TEMPORARY SHORING. For excavations which encroach Into zone A or B,shoring plans shall be accompanied by design calculations. Pions and calculations must be signed and stamped by a Professional Engineer registered in the state where the work will be performed. Ch Zone, (no s op ng Cu s Shoring to comply with OSHA requirements GENERAL EXCAVATION ZONES SCALE: (NOT TO SCALE) BRIDGE REWWONa DEMON RTY: POP I DRAVWN BY, JFa I CHECKED er AA �® STANIDARIDS DATE LTR DESCRFTION APPROVED�1r t1►a 51. 1 POSY UPRR C E. I M1J � GENERAL SHORING r I �N� >T D N REQUIREMENTS f_1 _ I ,���% FILE OVMER UP RR I DATE Sam / -1 - . _.l UPRR- R E CIAL P CT9 fSTRUOTUREB DE&ON PLAN NO.: 71MM � I �7`. 1 OF 1 Figure 1 PLU1I R 1116.0.TE/I. II IME .. 1. No excavation shall be permitted closer than 12'-0" measured at a right angle from the centerline of track to the trackside of shoring system. If existing conditions preclude the installation of shoring at the required minimum distance, the shifting of tracks or temporary removal of tracks shall be investigated prior to any approval. All costs associated with track shifting or traffic interruption shall be at Contractor's expense. 2. Evaluate slope and stability conditions to ensure the Railroad embankment will not be adversely affected. Local and global stability conditions must also be evaluated. 3. All shoring within the limits of Zone A or Zone B must be placed prior to the start of excavation. 4. Lateral clearances must provide sufficient space for construction of the required ditches parallel to the standard roadbed section. The size of ditches will vary depending upon the flow and terrain and should be designed accordingly. 5. The shoring system must be designed to support the theoretical embankment shown for zones A and B. 6. Any excavation, holes or trenches on the Railroad property shall be covered, guarded and/or protected. Handrails, fence, or other barrier methods must meet OSHA and FRA requirements. Temporary lighting may also be required by the Railroad to identify tripping hazards to train crewmen and other Railroad personnel. 7. The most stringent project specifications of the Public Utilities Commission Orders, Department of Industrial Safety, OSHA, FRA, AREMA, BNSF, UPRR or other governmental agencies shall be used. 8. Secondhand material is not acceptable unless the Engineer of Record submits a full inspection report which verifies the material properties and condition of the secondhand material. The report must be signed and sealed by the Engineer of Record. 9. All components of the shoring system are to be removed when the shoring is no longer needed. All voids must be filled and drainage facilities restored. See compaction requirements section 9, Part 4. 10. Slurry type materials are not acceptable as fill for soldier piles in drilled holes. Concrete and flowable backfill may prevent removal of the shoring system. Use compacted peagravel material. 7. COMPUTATION OF APPLIED FORCES 1. Railroad live load and lateral forces. a. For specific applications of the Coopers E80 live load refer to Figure 2 on the next page which illustrates Plan Number 710001 "LIVE LOAD PRESSURE DUE TO COOPER E80". Supplemental information and sample calculations are provided in the Appendix pages A-1 through A4. 2. Dead load. a. Spoil pile: must be included assuming a minimum height of two feet of soil adjacent to the excavation. b. Track: use 200 Ibs/linear ft for rails, inside guardrails and fasteners. c. Roadbed: ballast, including track ties, use 120 lb per cubic foot. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 r r m i N N N N to N N N N N N N N N N N N N a a ac ac ac ac ac ae ac ac ac ac ac ac ae �c ac ac ac ac 8 KIPS per v m o M M n n n u v m m m n n n linear foot i nnnn n nnnn n COOPER E80 LOAD SCALE: (NOT TO SCALE) Vertical pressure q shall be based on a distribution width La. Ld Is the length of tie plus H,. H, 1s the height from the bottom of tie to the top of shoring. H.Is the depth of point being evaluated with the Boussinesq equation. S Is a distance perpendicular from centerline of track to the face of shoring. D is from top of shoring to one foot below dredge Iine. 2p is the minimum embedment depth. Length of tie Is 9 feet q 1s the intensity of strip load due to E80 Railroad live food and shall be calculated as follows: For H,= 0 Ld = length of tie; therefore, 80.000 Ib q ' (5 feet)(9 feet) = I, 778 psf For H,>0 Ld = length of tie + H,; therefore, q : 80 000 lb (5 Ieet)(Ld) CASE I: Lateral live load pressure Ps, due to E80 loading for track parallel to shoring system Is calculated using the Boussinesq Strip Load Equation. Ps =� ($+ sin $ sin= a- sin 0 cos' a) The above equation can be simplified into the following equivalent form Ps=-W [s- sin scos (2a11 a and $ are angles measured in radians, a = B + CASE 2: Live load pressure due to E80 loading for track at a right angle to the shoring system can be colcuoted using the following equation. Ps = KAq where KA = tan' (45 - 4 ) ols the angle of internal friction in degrees REVISIONS DATE LTR I DESCMMON / 1 /_1 l +1 L cc Figure 2 L - S -_ i Ld Hl —Dredge Line D � ~a s HZ i i I.0 ft, i ZP ice- Ps — Toe of Pile PLAN SCALE: (NOT TO SCALE) °" BRIDGE SH��7O�7��RI��NDDGTT��+ DEEM W., POP I DRAM UY: JFS I CHECKED BY: M STANDARDS iS /<' a. �- LIVE LOAD PRESSURE BNW-AMBTAWMMCTCRS eucTeeEeDESM DUE TO COOPER E80 D FR E ONMER UPM I DATE UP9W R CIAL P 8 CT$ RMCTMES DES" PLAN NO.: 71MM SNEITnmm: 1 0 1 _. -. PLOT) ..rEw ITJW 3. Active earth pressure. a. The active earth pressure due to the soil may be computed by the Coulomb Theory or other approved method. b. The active earth pressure at depth "za' is: PA = KA y za , where KA = tan2(45 - 2 ) za = depth of soil influencing the active pressure. 4. Active earth pressure due to unbalanced water pressure. a. When bulkheads are used for waterfront construction, the bulkhead is subjected to a maximum earth pressure at the low water stage. During a rainstorm or a rapidly receding high water, the water level behind the bulkhead may be several feet higher than in front of the bulkhead. b. Drained conditions in backfill apply when clean sand or clean sand and gravel are used and adequate permanent drainage outlets are provided. Where drained conditions exist, the design water level may be assumed at the drainage outlet elevation. 5. Active earth pressure due to surcharge load. The active earth pressure due to surcharge load q': .� Pu = KAq', where KA = tan2(45 - 2 ) 6. Passive earth pressure. The passive earth pressure, PP, in front of the bulkhead may also be computed by the Coulomb Theory. Pp = Kp y zp, where KP = tan2(45 + 2 ) zp = vertical distance beginning one foot below dredge line but not to exceed embedment depth 7. Pressure due to embankment surcharges. Conventional analysis (Rankine, Coulomb, or Log -Spiral) should be used to determine the additional surcharge from embankment slopes. 8. Additional analysis for centrifugal force calculations as described in AREMA Chapter 15, Part 1, Section 1.3, Article 1.3.6 Centrifugal Loads are required where track curvature exceeds three degrees. 9. Include and compute all other loads that are impacting the shoring system such as a typical Railroad service vehicle (HS-20 truck). 8. STRUCTURAL INTEGRITY Structures and structural members shall be designed to have design strengths at all sections at least equal to the required strengths calculated for the loads and forces in such combinations as stipulated in AREMA Chapter 8 Part 2 Article 2.2.4b, which represents various combinations of loads and forces to which a structure may be subjected. Each part of the structure shall be proportioned for the group loads that are applicable, and the maximum design required shall be used. 1. Embedment depth. a. Calculated depth of embedment is the embedment depth required to maintain static equilibrium. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 9 WV b. Minimum depth of embedment is the total depth of embedment required to provide static equilibrium plus additional embedment due to the minimum factor of safety. 1. Embedment depth factor of safety for well-defined loading conditions and thoroughly determined soil parameters is generally 1.3 for most temporary shoring systems. (See AREMA 8.20.4.1.c) 2. All anchored shoring systems require a minimum embedment depth of 1.5 times the calculated depth of embedment. Shallow penetration into strong soil layers is not acceptable. (See AREMA 8.20.5.1) 2. The allowable stresses based on AREMA requirements are as follows: Structural Steel: 0.55Fy for Compression in extreme fiber. (AREMA Ch.15 Table 1-11) Structural Steel: 0.35Fy for Shear. (AREMA Ch.15 Table 1-11) Sheet Pile Sections: 2/3 of yield strength for steel. (AREMA 8.20.5.7) Concrete: 1/3 of Compressive strength. (AREMA 8.20.5.7) Anchor Rods: 1/2 of yield strength for steel. (AREMA 8.20.5.7) 3. AISC allowances for increasing allowable stress due to temporary loading conditions are not acceptable. 4. Gravity type temporary shoring systems must also be analyzed for overturning, sliding and global stability. 5. The contractor is responsible for providing an approved test method to verify the capacity of anchored or tieback systems. The manufacturers recommendations for testing must be satisfied. Systems which support the Railroad embankment will be considered high risk in determining the percentage of elements to be proof tested. 6. Calculated deflections of temporary shoring system and top of rail elevation shall not exceed the criteria outlined in Table 1 Deflection Criteria. Horizontal distance from shoring to track C/L measured at a right angle from track 12'<S<18' 18' < S < 24' 9. SOIL CHARACTERISTICS Table 1 Deflection Criteria Maximum horizontal movement of shoring system 3/8" 1/2" 1. Subsurface Exploration. (AREMA 8.5.2.2) Maximum acceptable horizontal or vertical movement of rail 1/4" 1/4" a. Sufficient borings shall be made along the length of the structure to determine, with a reasonable degree of certainty, the subsurface conditions. Irregularities found during the initial soil boring program may dictate that additional borings be taken. b. The subsurface investigation shall be made in accordance with the provisions of AREMA Chapter 8 Part 22, Geotechnical Subsurface Investigation. 2. Type of backfill. a. Backfill is defined as material behind the wall, whether undisturbed ground or fill, that contributes to the pressure against the wall. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 10 b. The backfill shall be investigated and classified with reference to the soil types described in AREMA Table 8-5-1. c. Types 4 and 5 backfill shall be used only with the permission of the Engineer. In all cases the wall design shall be based on the type of backfill used. Table 8-5-1 (AREMA) Types of Backfill for Retaininq Walls Backfill _ Type Backfill Description I Coarse -grained soil without admixture of fine soil particles, very free - draining (clean sand, gavel or broken stone). Z Coarse -grained soil of low permeability due to admixture of particles of silt size. 3 Fine silty sand; granular materials with conspicuous clay content; or residual soil with stones. 4 Soft or very soft clay organic silt; or soft silty clay. that w Medium or stitf clay may be placed in such a way that a negligible S amount of water will enter the spaces between the chunks during floods or heavy rains. %W 3. Computation of backfill pressure. (AREMA 8.5.3.2a) a. Values of the unit weight, cohesion, and angle of internal friction of the backfill material shall be determined directly by means of soil tests or, if the expense of such tests is not justifiable, by means of AREMA Table 8-5-2 referring to the soil types defined in AREMA Table 8-5-1. Unless the minimum cohesive strength of the backfill material can be evaluated reliably, the cohesion shall be neglected and only the internal friction considered. See Appendix page A-6 for AREMA generic soil properties. Table 8-5-2 (AREMA) Properties of Backfill Materials Type of Unit Weight Lb. Cohesion Angle of Internal Backfill Per Cu. Ft. "c" Friction 1 105 0 331-42°(38"for broken stone) 2 110 0 30' 3 125 0 280 4 100 0 0° 5 120 240 0° 4. Compaction. a. The backfill shall preferably be placed in loose layers not to exceed 8 inches in thickness. Each layer shall be compacted before placing the next, but over compaction shall be avoided. b. It is required that backfill be compacted to no less than 95% of maximum dry density at a moisture content within 2% of optimum and tested using Modified Proctor ASTM D1557. c. Fill within 100 feet of bridge ends or 20 feet outside culverts shall be placed and compacted to not less than 100% of maximum. d. No dumping of backfill material shall be permitted in such a way that the successive layers slope downward toward the wall. The layers shall be horizontal or shall slope downward away from the wall. 10. PLANS The shoring plans must completely identify the site constraints and the shoring system. Use the design templates provided in the appendix as an example to show the required information, specifications and drawings. The specific requirements of the plan submittals are as follows: GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 11 1. General plan view should show: a. Railroad right-of-way and North arrow. b. Position of all Railroad tracks and identify each track as mainline, siding, spur, etc. c. Spacing between all existing tracks. d. Location of all access roadways, drainage ditches and direction of flow. .. e. Footprint of proposed structure, proposed shoring system and any existing structures if applicable. f. Proposed horizontal construction clearances. The minimum allowable is 12 feet measured at a right angle from centerline of track. g. Location of existing and proposed utilities. h. Drawings must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work will be performed. i. Railroad and other "CALL BEFORE YOU DIG" numbers. ... j. Detailed view of shoring along with controlling elevations and dimensions. 2. Typical section and elevation should show: a. Top of rail elevations for all tracks. b. Offset from the face of shoring system to the centerline of all tracks at all changes in horizontal alignment. c. All structural components, controlling elevations and dimensions of shoring system. d. All drainage ditches and controlling dimensions. e. All slopes, existing structures and other facilities which may surcharge the shoring system. f. Location of all existing and proposed utilities. g. Total depth of shoring system. 3. General criteria a. Design loads to be based on the AREMA manual and Cooper E80 loading. b. Pressure due to embankment surcharges. c. ASTM designation and yield strength for each material. d. Maximum allowable bending stress for structural steel is 0.55Fy. e. Temporary overstress allowances are not acceptable. f. All timber members shall be Douglas Fir grade 2 or better. g. Insitu soil classification. h. Backfill soil classification. i. Internal angle of friction and unit weight of the soil. j. Active and passive soil coefficients. k. Fill within 100 feet of bridge ends or 20 feet outside culverts shall be placed and compacted to a minimum of 100% of maximum dry density tested per Modified Proctor ASTM D1557. I. Slopes without shoring shall not be steeper than 2 horizontal to 1 vertical GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 12 m. Dredge line elevation. n. Shoring deflection to be calculated and meet Railroad requirements. 4. Miscellaneous: a. Project name, location; GPS coordinates, track owner, Railroad line segment, milepost and subdivision in the title block. b. Procedure outlining the installation and removal of the temporary shoring system. c. General notes specifying material requirements, design data, details, dimensions, cross - sections, sequence of construction etc. d. A description of the tieback installation including drilling, grouting, stressing information and testing procedures, anchor capacity, type of tendon, anchorage hardware, minimum unbonded lengths, minimum anchor lengths, angle of installation, tieback locations and spacing. e. All details for construction of drainage facilities associated with the shoring system shall be clearly indicated. f. Details and descriptions of all shoring system members and connection details. g. Settlement and displacement calculations. h. Handrail and protective fence details along the excavation. i. Drawings must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work will be performed. -- j. Call before you dig number. k. Construction clearance diagram. 11. SUBMITTALS The Contractor will be responsible for any and all cost associated with the review of plans by the Railroad. Review of design submittals by the Railroad will require a minimum of four (4) weeks. To avoid impacting the construction schedule, the Contractor must schedule submittals well in advance. Partial, incomplete or inadequate designs will be rejected, thus delaying the approval. Revised submittals will follow the same procedure as the initial submittal until all issues are resolved. Submit a minimum of three sets of shoring plans and two sets of calculations with manufacturers' specifications. Drawings and calculations must be signed and stamped by a Registered Professional Engineer familiar with Railway loadings and who is licensed in the state where the shoring system is intended for use. Drawings accompanying the shoring plans shall be submitted on 11" x 1T' or 8'/2" x 11" sized paper. 1. Contractor review. The Contractor must review the temporary shoring plans to ensure that the proposed method of construction is compatible with the existing site and soil conditions. The Contractor's work plan must be developed to allow train traffic to remain in service. Removal of the shoring system must also be addressed. 2. Applicant and or Engineer of Record review. The applicant and or Engineer of Record must review and approve the submittal for compliance with the project specifications, AREMA Manual, these guidelines and structural capacity before forwarding the submittal to the Railroad. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 13 3. Review process. All design submittals shall be forwarded to the Railroad Representative who will send them to the Structures Design Department. The Structures Design Department shall review or have an outside consultant review said submittals. If a Railroad consultant performs said review, the consultant may reply directly to the applicant or their representative after consultation with the Structures Design Department. A copy of the reply will be mailed to the Railroad Representative. During the review process the Railroad Representative is the point of contact to resolve outstanding issues. 12. APPENDIX ITEM PAGE 1. SAMPLE PROBLEM . . . . . . . . . • • . . . . A-1 & A-2 as 2. CHART A A-3 & A-4 3. GUIDELINE & WEBSITE DIRECTORY . . . . . • • • . . . . . . • A-5 4. TABLES • . . . • . • . • • . . • • • • . . . • . • . A-6 AREMA Table 8-20-1. Granular Soils AREMA Table 8-20-2. Silt and Clay Soils AREMA Table 8-20-3. Unit Weights of Soils, and Coefficients of Earth Pressure 5. TEMPLATES GENERAL CRITERIA AND MISCELLANEOUS • • • • • . • • • • • A-7 GENERALPLAN VIEW . . . . . . . . . . . . . . . . . . . A-8 TYPICAL SECTION & ELEVATION VIEW • • • • • . . . . . . . A-9 13. BIBLIOGRAPHY The following list of references used in these guidelines are placed here in alphabetical order for your convenience. 1. Manual for Railway Engineering, 2002 American Railway Engineering and Maintenance -of -Way Association. 2. TRENCHING AND SHORING MANUAL, January 1990, Revision 11/12/96. State of California Department of Transportation, Office of Structures Construction. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 14 0 wM SAMPLE PROBLEM Point in question: S= 12 ft H= 6 ft q _ 80,000 Ibs =1778 psf for E80 loading, axle spacing = 5 ft, tie length b = 9 ft (5 ft)(9 ft) Solve for X, = S - b/2 = 7.5 ft Solve for X2 = S + b/2 = 16.5 ft Solve for 0, = arctanl H' = 0.896 radians Solve for 02 = arctanl H2 � =1.222 radians Solve for %j = 02 - 01 = 0.326 radians Solve for a = B' 2 92 =1.059 radians Note: tan a # S H xz = 5� --xi l l b Dredge Line s' H cc ' -- e Ps = +---- Toe of Pile PRESSURE DISTRIBUTION FOR STRIP LOAD ll� lq (11 Psf jl) ® N � / Z M -� -� R Ps EQUIVALENT LOADING • Pressure, Ps due to E80 liveload at the above -identified point: Ps = q (6 - sin,8 cos 2a) = 2 1�778 (0.326 - sin(0.326)cos(2 * 1.059)) = 558.psf • Shear due to E80 liveload at the above -identified point: Rx — - 2gHQ - 2 * 1778 * 6 * 0.326 -2214Jbs/ft Ir ;r • Depth z from base of tie: ( l r l l z - H2Q-bH+x221 2-82J-x, 2 62 *0.326-9*6+1fi52I 2-1.222I-7.5 f 2-0.896I - z l l /- l l l /- 3.77.ft 1 2*6*0.326 GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 A-1 SAMPLE PROBLEM (CONTINUED) • Moment due to E80 liveload at the above identified point: M=Rx(H—z)=2214"(6-3.77)=4940ft-lbs/ft Use the above equations to determine Ps, M, Rx & z due to the E80 liveload along the entire depth of the shoring system. Typically the equations are evaluated on 6" increments to determine the maximum values along the depth of the shoring system. The resultants must be combined with other applicable pressures and loads to evaluate the total loading on the shoring system for the entire depth of the system. Determine the minimum embedment depth required and the minimum cross sectional properties of the shoring system based on the allowable stresses and the required factors of safety. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 A-2 Is I M CHART A 4 This chart identifies the active pressure and resulting forces due to E80 liveload. See "SAMPLE PROBLEM" sheet for definitions of variables and equations. ~5- ,Id 1. Select distance S from track centerline to face of shoring. r 2. Select depth H2 below base of tie. 1 e 3. Read Ps, M, R and z from the table. ° F-dg. 4. Use the procedure outlined in the sample problem to determine "' values at non -tabulated points. �,... IPs = nq �l3 - sin.8 cos(2a)]I Zo Pa where q = 1778 psf Boussinesq surcharge pressure E80 live load for H =0 '_ or PI I6 Depth below top of Horizontal distance (S) from shoring to track CL measured at a right angle shoring Hz (ft) Variables 12 14 16 18 20 22 24 26 28 30 Ps (psf) 305 220 166 130 105 86 72 61 53 46 a (radians) 1.38 1.41 1.44 1.45 1.47 1.48 1.48 1.49 1.50 1.50 2 P (radians) 0.14 0.10 0.07 0.06 0.05 0.04 0.03 0.03 0.02 0.02 z (ft) 1.32 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 M (ft4bs/ft) 215 152 114 89 71 58 49 41 36 31 R (Ibs/ft) 317 226 170 132 106 87 73 62 53 46 Ps (psf) 496 381 299 240 197 164 138 118 102 89 a (radians) 1.21 1.27 1.31 1.34 1.36 1.38 1.40 1.41 1.43 1.44 4 a (radians) 0.25 0.19 0.14 0.11 0.09 0.07 0.06 0.05 0.05 0.04 z (ft) 2.59 2.61 2.63 2.64 2.64 2.65 2.65 2.65 2.65 2.66 M (ft4bs/ft) 1,609 1,165 882 692 557 459 384 327 281 244 R (Ibs/ft) 1,141 840 643 508 411 339 285 242 209 182 Ps (Psf) 558 461 381 317 266 225 193 167 146 128 a (radians) 1.06 1.13 1.19 1.23 1.27 1.29 1.32 1.34 1.35 1.37 6 Q (radians) 0.33 0,25 0.20 0.16 0.13 0.11 0.09 0.08 0.07 0.06 z (ft) 3.77 3.83 3.88 3.90 3.92 3.94 3.95 3.96 3.96 3.97 M (ft4bslft) 4,944 3,674 2,830 2,244 1,822 1,508 1,269 1,082 933 813 R (Ibs/ft) 2,214 1,696 1,332 1,070 877 731 618 529 458 400 Ps (vsf) 535 476 414 358 309 268 234 205 181 160 a (radians) 0.94 1.02 1.08 1.13 1.17 1.21 1.24 1.26 1.29 1.30 8 0 (radians) 0.37 0.29 0.24 0.19 0.16 0.14 0.12 0.10 0.09 0.08 z (1`0 4.84 4.97 5.06 5.11 5.16 5.19 5.21 5.23 5.24 5.26 M (ft4bsRt) 10,481 8,006 6,286 5,051 4,141 3,452 2,920 2,501 2,165 1,892 R (Ibs/ft) 3,316 2,641 2,134 1,751 1,456 1,228 1,047 903 786 689 Ps (ast) 474 449 411 370 329 293 260 232 207 186 a (radians) 0.83 0.92 0.99 1.04 1.09 1.13 1.17 1.19 1.22 1.24 10 0 (radians) 0.38 0.32 0.26 0.22 0.19 0.16 0.14 0.12 0.10 0,09 z (ft) 5.81 6.02 6.16 6.26 6.34 6.39 6.44 6.47 6.50 6.52 M (ftabs/ft) 18,145 14,227 11,385 9,280 7,689 6,463 5,502 4,736 4,117 3,610 R (Ibs/ft) 4,328 3,571 2,964 2,482 2,099 1,792 1,544 1,341 1,175 1,037 Ps (osf) 404 403 386 360 331 302 274 248 225 204 a (radians) 0.75 0.83 0.90 0.96 1.01 1.06 1.10 1.13 1.16 1.18 12 Q (radians) 0.38 0.33 0.28 0.24 0.20 0.18 0.15 0.13 0.12 0.11 z (ft) 6.68 6.97 7.18 7.34 7.46 7.55 7.61 7.67 7.71 7.75 M (NWft) 27,703 22,237 18,121 14,980 12,550 10,641 9,121 7,895 6,894 6,068 R (Ibsm 5,207 4,424 3,763 3,214 2,762 2,389 2,080 1,823 1,608 1,427 Ps (as0 338 351 349 337 319 298 276 255 234 215 a (radians) 0.68 0.76 0.83 0.89 0.94 0.99 1.03 1.07 1.10 1.13 14 0 (radians) 0.38 0.33 0.28 0.25 0.22 0.19 0.17 0.15 0.13 0.12 z, (fl) 7.46 7.85 8.13 8.35 8.51 8.64 8.74 8.82 8.89 8.94 M (ft4bs/111) 38,880 31,856 26,395 22,116 18,729 16,021 13,831 12,043 10,568 9,339 R (lbs/ft) 5,948 5,178 4,499 3,913 3,414 2,990 2,631 2,327 2,068 1,847 Ps (vsfl 280 301 310 308 300 286 271 254 237 220 a (radians) 0.62 0.70 0.77 0.83 0.88 0.93 0.97 1.01 1.04 1.07 16 0 (radians) 0.36 0.32 0.28 0.25 0.22 0.20 0.18 0.16 0.14 0.13 z (it) 8.17 8.64 9.01 9.29 9.51 9,68 9.82 9.93 10.03 10.10 M lftabs/11) 51,411 42,880 36,066 30,598 26,183 22,590 19,644 17,207 15,175 13,468 R (Ibs/ft) 6,563 5,829 5,158 4,560 4,034 3,576 3,179 2,837 2,640 2,284 bUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 - A-3 CHART A continued f This chart identifies the active pressure and resulting forces due to E80 liveload. See "SAMPLE PROBLEM" sheet for definitions of variables and equations. 1. Select distance S from track centerline to face of shoring. �¢ / 2. Select depth H2 below base of be. 1 "B 3. Read Ps, M, R and z from the table. oe'9' `�M s 4. Use the procedure outlined in the sample problem to determine "+ values at non -tabulated points. l .off. IPs = Q � - sin,6 cos(2a)]� where q = 1778 psf ►. Boullssines surcharge ressure E80 live load for H =0 q 9 p Depth below top of Horizontal distance (S) from shoring to track CL measured at a right angle shoring H2 (ft) Variables 12 14 16 18 20 22 24 26 28 30 Ps (Psf) 231 256 271 277 276 269 259 247 234 220 a (radians) 0.57 0.64 0.71 0.77 0.82 0.87 0.92 0.96 0.99 1.02 18 _Q (radians) 0.35 0.31 0.28 0.25 0.23 0.20 0.18 0.16 0.15 0.13 Z (ft) 8.80 9.37 9.81 10.16 10.44 10.67 10.85 11.00 11.12 11.22 M (ft4bs/ft) 65,062 55,110 46,976 40,313 34,834 30,304 26,536 23,384 20,728 18,477 R (lbslft) 7,072 6,386 5,739 5,145 4,609 4,132 3,710 3,338 3,012 2,725 Ps (Psf) 191 217 236 246 250 249 244 237 227 217 a (radians) 0.52 0.59 0.66 0.72 0.77 0.82 0.87 0.91 0.94 0.98 20 p (radians) 0.33 0.30 0.28 0.25 0.23 0.21 0.19 0.17 0.15 0.14 Z 04 9.37 10.03 10.56 10.98 11.32 11.59 11.82 12.01 12.16 12.30 M (ft-lbs/ft) 79,641 68,368 58,973 51.137 44,586 39,093 34,465 30,548 27,216 24,367 R (ibs/ft) 7,493 6,859 6,245 5,668 5,135 4,651 4,214 3,822 3,474 3,163 Ps (Psf) 159 184 204 217 225 228 227 223 217 210 a (radians) 0.49 0.55 0.62 0.67 0.73 0.77 0.82 0.86 0.90 0.93 22 Ij (radians) 0.31 0.29 0.27 0.25 0.23 0.21 0.19. 0.17 0.16 0,14 Z (ft) 9.89 10.64 11.24 11.73 12.14 12.47 12.74 12.97 13.17 13.33 M (ft-lbsltt) 94,986 82,497 71,913 62,945 55,341 48,878 43,370 38,658 34,611 31,122 R (lbs/ft) 7,842 7,260 6,684 6,131 5,611 5,128 4,685 4,283 3,918 3,590 Ps (Psf) 133 157 176 191 202 207 210 209 206 201 a (radians) 0.45 0.52 0.58 0.63 0.68 0.73 0.78 0.82 0.85 0.89 24 a (radians) 0.30 0.28 0.26 0.24 0.22 0.20 0.19 0.17 0.16 0.15 Z 00 10.35 11.19 11.87 12.44 12.90 13.29 13.62 13.89 14.13 14.32 M (ft-lb--A) 110,969 97,366 85,670 75,625 66,997 59,577 53,183 47,661 42,875 38,716 R (ibs/ft) 8,132 7,600 7,064 6,540 6,037 5,564 5,122 4,715 4,342 4,001 Ps (Psf) 112 134 153 168 180 188 192 194 193 191 a (radians) 0.42 0.48 0.54 0.60 0.65 0.69 0.74 0.78 0.82 0.85 26 (3 (radians) 0.28 0.27 0.25 0.23 0.22 0.20 0.19 0.17 0.16 0.15 Z (ft) 10.78 11.69 12.45 13.09 13.62 14.07 14.44 14.77 15.04 15.28 M (ftabsRt) 127,485 112,863 100,135 89,071 79,460 71,105 63,836 57,499 51,963 47,113 R (ms/ft) 8,376 7,890 7,393 6,899 6,418 6,959 5,524 5,118 4,741 4,393 Ps (Psf) 94 114 132 148 160 169 175 179 180 180 a (radians) 0.40 0.46 0.51 0.56 0.61 0.66 0.70 0.74 0.78 0.81 28 a (radians) 0.27 0.26 0.24 0.23 0.21 0.20 0.19 0.17 0.16 0.15 Z (ft) 11.17 12.16 12.99 13.70 14.29 14.80 15.23 15.60 15.91 16.19 M (8abslft) 144,448 128,896115,211 103,191 92,642 83,385 75,258 68,113 61,823 56,274 R ms/ft) 8,581 8,137 7,677 7,214 6,758 6,315 5,892 5,491 5,115 4,764 Ps (P50 80 98 115 130 142 152 160 165 167 168 a (radians) 0.37 0.43 0.48 0.53 0.58 0.63 0.67 0.71 0.74 0.78 30 a (radians) 0.26 0.25 0.23 0.22 0.21 0.20 0.18 0.17 0.16 0.15 Z 00 11.52 12.59 13.49 14.26 14.92 15.48 15.97 16.38 16.75 17.06 M (ft4bsRt) 161,789 145,388 130,819 117,903 106,466 96,343 87,381 79,443 72,404 66,153 R (ibs/ft) 8,755 8,349 7,925 7,492 7,060 6,636 6,227 5,834 5,462 5,112 Ps 061) 69 85 101 115 127 137 145 151 155 157 a (radians) 0.35 0.41 0.46 0.51 0.55 0.60 0.64 0.68 0.71 0.75 32 0 (radians) 0.25 0.24 0.22 0.21 0.20 0.19 0.18 0.17 0.16 0.15 Z (ft) 11.85 12.98 13.95 14.79 15.51 16.13 16.67 17.13 17.54 17.89 M (nabsM) 179,452 162,274 146,888 133,136 120,859 109,909 100,144 91,432 83,655 76,706 R (ibs/ft) 8,904 8,532 8,140 7,736 7,329 6,925 6,531 6,150 5,785 5,438 GUIDELINES FO t TEMPORARY SHORING, Published October 25, 2004 A-4 GUIDELINE & WEBSITE DIRECTORY BNSF guidelines are as follows: a. Guidelines for Design and Construction of Grade Separation Structures. UPRR guidelines are as follows: a. Underpass Structures — "Guidelines for Design and Construction of Grade Separation Underpass Structures." b. Overhead Grade Separation — "Guidelines for Design of Highway Separation Structures Over Railroad (Overhead Grade Separation)." c. Demolition —"Guidelines for Preparation of a Bridge Demolition and Removal Plan for Structures Over Railroad." d. Shoofly —"Guidelines for Design and Construction of Shoofly (Detour) Tracks." e. Fiber Optic — "UPRR Fiber Optic Engineering, Construction And Maintenance Standards." 1 /1 /2002 f. Pipeline — "Pipeline Installation" available at www.uprr.com. g. Industry Track — "Technical Specification for Construction of Industrial Tracks" WEBSITE DIRECTORY: 1. www.astm.org 2. www.arema.org 3. www.bnsf.com 4. www.pilespecs.com 5. www.uprr.com GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 A-5 AREMA Table 8-20-1. Granular Soils Descriptive Term for Relative Density Standard Penetration Test Blows per Foot' N" Very Loose 0-4 Loose 4 -10 Medium 10 - 30 Dense 30-50 Very Dense Over 50 AREMA Table 8.20-2. Silt and Clay Soils Descriptive Term for Consistency Unconfined Compressive Strength Tons per Square Foot Very Soft Less than 0.25 Soft 0.25 - 0.50 Medium 0.50 -1.00 Stiff 1.00 - 2.00 Very Stiff 2.00 - 4.00 Hard Over 4.00 AREMA Table 8-20-3. Unit Weights of Soils, and Coefficients of Earth Pressure Coefficient of Active Earth Pressure, Coefficient of Passive Unit Weight of Moist Unit Weight of A EarthPressure' Kp Soil, Y Submerged Soil, r Friction Type of (Note I) (Note I) Friction s For Angles Soil For For Soils (Note 2) Soils in (Note 2) Backfill in Place Place Minimum Maximum Minimum Maximum 0 g 0 8 (1) (2) (3) (4) (5) (6) C7) (8) (9) (10) (11) (12) Clean Sand Dense 110 140 65 78 0.20 38 20 9.0 38 25 Medium 110 130 60 68 0.25 34 17 7.0 34 23 Loose 90 125 56 63 0.35 0.30 30 15 5.0 30 20 Silty Sand Dense 110 150 70 88 0.25 7.0 Medium 95 130 60 68 0.30 5.0 Loose 80 125 50 63 0.50 0.35 3.0 Silt and Clay 165(1+w) 103 1.00 1—_4° 1+_qu (Note 3) 1 + 2.65w 1 +2.65w P +YZ P +YZ Note 1: In pounds per cubic foot. Note 2: These angles, expressed in degrees, are 4y the angle of internal friction, and 8, the angle of wall friction, and are used in estimating the coefficients under which they are listed. Note 3: The symbol y represents y ory', whichever is applicable; P is the effective unit pressure on the top surface of the stratum; qu is the unconfined compressive strength; w is the natural water contem in percentage of dry weight; and z is the depth below the top surface of the stratum. GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-6 No No M General criterio: a. Design loads to be based on the AREMA monuol and Cooper E80 loading. b. Pressure due to embankment surcharges. c. ASTM designation and yield strength for each material. d. Maximum allowable bending stress for steel 1s 0.55Fy. e. Temporary overstress allowances are not acceptable. f. All timber members shall be Douglas Fir Grade 2 or better. g. Insitu soil classification. h. Backfill soil classification. 1. Internal angle of friction and unit weight of soil. j. Active and passive soil coefficients. K. Backfill compacted to a minimum of 95% Proctor density per ASTM 0-1557. I. Slopes without shoring shall not be steeper than 2 horizontal to I vertical. m. Dredge line elevation. n. Shoring deflection to be calculated and meet Railroad requirements. Miscellaneous: a. Project name, location, GPS coordinates, track owner, Railroad line segment, milepost and subdivision in the title block. b. Procedure outlining the installation and removal of the temporary shoring system. c. General notes specifying material requirements, design data, details, dimensions and cross -sections, sequence of construction etc. d. A description of tieback installation including drilling, grouting, stressing information and testing procedures, anchor capacity, type of tendon, anchorage hardware, minimum unbonded lengths, minimum anchor lengths, angle of installation, tieback locations and spacing. e. All details for construction of drainage facilities associated with the shoring system shall be clearly indicated. f. Details and descriptions of all shoring system members and connection details. g. Settlement and displacement calculations. h. Handrail and protective fence details along the excavations. I. Drawings must be signed and stomped by a Licensed Professional Engineer, registered in the state where the work will be performed. j. Call before you dig number. k. Construction clearances diagram as shown below. /X /// i o � TOP OF' NO CONSTRUCTION ACTIVITIES i`" RAIL / OR OTHER OBSTRUCTIONS MAY / BE PLACED WITHIN THESE LIMITS. / I *ADD 1.5 INCHES PER DEGREE OF i TRACK CURVATURE TO THE HORIZONTAL • ' 12.0' CLEARANCE DISTANCE. ce OF RAIL MINIMUM CONSTRUCTION CLEARANCES DESIGN BY: (NORMAL TO RAILROAD) DRAWN BY: Not to scale SCALE: DRAWING NO: SHEET: I of DOT*: DATE: NAME & LOGO OF ENGINEERING FIRM OR PROJECT OWNER GENERAL CRITERIA AND MISCELLANEOUS me M.P. SUBDIVISION CITY COUNTY STATE PROJECT NAME & LOCATION GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-7 so no General plan view should show: a. Railroad right-of-way and North arrow. b. Position of all Railroad tracks and identify each track as mainline, siding, spur, etc. c. Spacing between all existing tracks. d. Location of all access roadways, drainage ditches and direction of flow. e. Footprint of proposed structure, proposed shoring system and any existing structures if applicable. f. Proposed horizontal construction clearances. The minimum allowable is 12 feet measured at o right angle from centerline of track. g. Location of existing and proposed utilities. h. Drawings must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work will be performed. i. Railroad and other "CALL BEFORE YOU DIG" numbers. J. Detailed view of shoring along with controlling elevations and dimensions. DESIGN BY: NAME & LOGO OF ENGINEERING FIRM OR DRAWN BY: PROJECT OWNER SCALE: GENERAL PLAN VIEW DRAWING NO. - SHEET: 2 OF 3 RR M.P. SUBDIVISION DOT•: city COUNTY STATE DATE: PROJECT NAME & LOCATION GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-8 Typical section and elevation should show: a. Top of rail elevations for all tracks. b. Offset from the face of shoring system to the centerline of all tracks at all changes in horizontal alignment. c. All structural components, controlling elevations and dimensions of shoring system. d. All drainage ditches and controlling dimensions. e. All slopes, existing structures and other facilities which may surcharge the shoring system. f. Location of all existing and proposed utilities. g. Total depth of shoring system. DESIGN BY: NAME & LOGO OF ENGINEERING FIRM OR DRAWN BY: PROJECT OWNER SCALE: TYPICAL SECTION & ELEVATION VIEW DRAWING NO: SHEET: 3 of 3 me M.P. SUBDIVISION DOT": CITY COUNTY STATE DATE: PROJECT NAME & LOCATION GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-9 i EXHIBIT C-2 TO CONSTRUCTION COORDINATION AGREEMENT SOUTHWEST PARKWAY -- UPRR CONSTRUCTION COORDINATION CONSTRAINTS, ALLOWANCES AND REQUIREMENTS FOR CONSTRUCTION OVER THE DAVIDSON YARD r. C-2-1 14192939\V-13 r Final Draft--07/27/09 Southwest Parkway — UPRR Construction Coordination Constraints, Allowances, and Requirements for Construction over the UPRR Davidson Yard This Exhibit XY to the Construction Coordination Agreement (the "Agreement") delineates the Constraints, Allowances, and Requirements for the construction of SWP/SH 121 over the Union Pacific Railroad Company ("UPRR") Davidson Yard (the "Yard"). Capitalized terms used in this Exhibit and defined in the Agreement have the meanings given in the Agreement. This Exhibit establishes the principal Constraints, Allowances, and Requirements for construction activities by the NTTA in the Yard related to constructing the Hulen Street Bridge and the SWP/SH 121 Bridges over the Yard, including the demolition of the existing Hulen Street Bridge. The included Construction Phasing Narrative provides a further delineation of access and storage rights, work zones and other special conditions on a phase by phase basis to satisfy the operational and construction needs of UPRR and the NTTA. This Exhibit will be provided by the NTTA to all bidders for the Crossing Project, and, where appropriate, the Crossing Project Plans will contain notes and plan details incorporating or otherwise consistent with this Exhibit. While this Exhibit documents the agreement between the Project Partners and UPRR with respect to the Constraints, Allowances, and Requirements for construction activities by the NTTA in the Yard as of the Effective Date, it does not preclude the eventual NTTA Contractor from suggesting alternatives or utilizing other means and methods that generally meet the conditions outlined herein if approved by the UPRR and the Project Partners, and as such will be considered in good faith by the UPRR and the Project Partners. 1. General Track/Yard Operation Requirements. a. At all times, either the Temporary Hump Lead or the Permanent Hump Lead shall be operational. i. Whichever Hump Lead is operational, the tracks connecting the Hump Lead to the receiving yard shall also be operational. b. At all times a minimum of three mainline bypass tracks shall be operational. This includes any three of: N BYPASSI, N BYPASS2, SF BYPASS3, S BYPASS4, or S BYPASSS. C. When contained within any Work Zone, tracks LD 101-104 and LD 105-108 shall be operational and clear of any materials or equipment for approximately 10-15 minutes every two (2) hours. d. Both Hump Leads and the west end ladder of the 100 series tracks are inactive during a four (4) hour window once a week, generally on Wednesdays unless unusual operating issues require shut down on a different day of the week. e. No more than one set of four (4) contiguous departure tracks in the 4+4+4 Plan can be shut down at any given time. See Work Zones. f. A UPRR flagger is required when working within 25-feet of an active track. Provided that Work Zones are delineated with fencing, Contractor operations can continue at all times unless specified otherwise in the Construction Phasing Narrative. UPRR flagger must be secured for the duration of all construction activities in the Yard. UPRR will provide set pricing for use in bidding. Page 1 of 8 S WP-UPRR-CCA-01-Narrative-2009-07-27.doc MW g. Switch locks and derails will be used to make tracks at the ends of Work Zones inaccessible to rail mounted vehicles. Switch locks and derails can be removed only under flagger authorization. h. Contractor is responsible for verifying utility locations as shown on the PS&E plans in the vicinity of the new piers. Contractor is responsible for protection of utilities within the Work Zone. i. Attention is directed to the possible presence (specifically at Bent Line F) of underground utilities owned by the UPRR such as irrigation, illumination, fiber optic, telephone, etc. Except for fiber optic cables and CoFW utilities, the Contractor is responsible for the relocation of utilities at his own expense, subject to utility owner approval. ii. Relocation of fiber optic cables from UPRR property is UPRR responsibility and relocation of City of Fort Worth (CoFW) utilities is CoFW responsibility. i. All forms shall be engineered systems and if forms are left up overnight, they shall be secured and protected by Contractor. j. Any foundation drilling adjacent to live track will require track monitoring as part of the process. If track settlement is observed during drilling activities, drilling will stop and UPRR will be notified. k. As a general rule, any work performed at a distance less than 12'-0" from an adjacent live track requires a coordinated track outage unless it is otherwise approved by UPRR. 1. Some construction activities over live tracks are allowable, provided tracks are adequately protected from all falling objects including tools, materials, and wet concrete/aggregate. These activities include concrete deck pours, rail slip - forming, striping, rail/fencing, etc. These activities must be coordinated during weekly meetings with UPRR. 2. Work Zones. Each Work Zone shall be either an Absolute Work Zone or a Conditional Work Zone, as defined further below. Allowing for the above General Track/Yard Operation Requirements and the Construction Phasing Narrative, no more than one set of four (4) tracks in the 4+4+4 plan can be shut down (inactive) to yard operations and available for continuous Contractor use in construction of SWP/SH121. These tracks are limited to tracks 301-312, N BYPASSI, N BYPASS2, SF BYPASS3, S BYPASS4 and S BYPASS5 (see Items la — 1 e for related requirements). The Contractor can employ a 24/7 work schedule in all Work Zones, provided all safety, flagging availability and lighting measures are in place. Contractor must give UPRR two -week advance notice to arrange for extra night shift flagging. The Contractor shall coordinate daily with UPRR operations and provide updates on schedule and resources on a weekly basis. Contractor must notify UPRR in advance (48 hour —preferred, 24 hour --minimum) of any change in a Work Zone location. Page 2 of 8 SWP-UPRR-CCA-01-Narrative-2009-07-27.doc Upon completion of all work in a Work Zone, the Work Zone shall be cleaned of all waste and debris and returned to pre -construction condition. In cases where a Work Zone . or portions of a Work Zone may be used again in a future phase, approved material and equipment storage is permissible. The Contractor is responsible for hauling and disposal of all excavated soils and materials generated by Contractor, subject to any special arrangements between NTTA and UPRR for handling contaminated soils. Protection methods by Contractor for all tracks in Work Zones must be approved by UPRR. Absolute Work Zone a. An Absolute Work Zone is defined as an area pre -designated for Contractor's primary use not closer than 12 feet to any active track containing a grouping of four (4) or less contiguous inactive tracks. See Items la — le for related requirements and this section (Work Zones) for additional constraints. b. Only one Absolute Work Zone at a time will be permitted C. Tracks LD 101-104 and LD 105-108 cannot be included in an Absolute Work Zone and no more than one of the Hump Leads can be included in an Absolute Work Zone. d. An Absolute Work Zone shall extend east and west to the nearest derails or switches. The east/west limits are dictated by Contractor requirements, and, with UPRR coordination, are adjustable. Tracks in and out of Work Zone at east/west limits shall be rendered inaccessible to rail -mounted equipment, unless rail access is coordinated with UPRR. e. Absolute Work Zones shall be delineated by visual awareness or semi -permanent fencing as described under Work Zone Delineation and in the Construction Phasing Narrative. f. Fencing, either semi -permanent or visual awareness must extend to the east/west _ limits of the Work Zone. g. Construction vehicles, equipment and materials may operate/occupy inactive tracks (with approved track protection) for the duration of work in an Absolute Work Zone. h. Railroad operations may disrupt an Absolute Work Zone only in the case of unsafe or unusual operating conditions as established in UPRR/NTTA agreement, with the understanding that the Contractor's activities at any given time may limit responsiveness to clearing the Absolute Work Zone for UPRR operations. i. See the Construction Phasing Narrative for additional requirements. Conditional Work Zone a. Construction work areas between Bent lines D-E and E-F are Conditional Work Zones. ` b. Conditional Work Zones require varying levels of coordination with UPRR regarding rail traffic and main access road vehicle traffic. Railroad operations may also disrupt Contractor's activities in a Conditional Work Zone in the case of unsafe or unusual operating conditions as established in the Formal Agreement. Page 3 of 8 S WP-UPRR-CCA-01-Narrative-2009-07-27.doc C. Conditional Work Zones include work over the main access road, tracks LD 101-104, LD 105-108, and either of the Hump Leads. d. Tracks LD 101-104 and LD 105-108 shall be operational for approximately 10-15 minutes every two (2) hours. e. Conditional Work Zones shall be delineated by visual awareness or semi- permanent fencing as described under Work Zone Delineation, unless otherwise conflicting with Yard operations. f. Construction vehicles, equipment and materials may operate/occupy tracks (with approved track protection) on a temporary basis during construction, but tracks must then be cleared to accommodate items "2b" and "2d" (under Conditional Work Zone) as needed. g. The main access road will have multiple detours between Bent line D-E during the course of construction to accommodate SWP/SH121 construction. Traffic Control shall be provided and coordinated in advance with UPRR. h. See the Construction Phasing Narrative for additional requirements. 3. Work Zone Delineation. a. All dimensions referenced herein and in the Construction Phasing Narrative from active track(s) are measured from the centerline of track. b. Work Zone delineation can be provided by semi -permanent fencing (6' minimum height) or visual awareness fencing (3' minimum height). Equipment or materials can not extend past the vertical plane of the fence. Dust barriers to be included in all fences. C. Semi -permanent fencing shall be rigid and of composition to create a physical barrier separation of SWP/SH121 construction work operations and rail yard operations. Semi -permanent fencing shall be able to be reasonably removed without major excavation or adverse impacts to surrounding areas. d. Visual awareness fencing shall be semi -rigid and highly visible in color (e.g. orange snow fencing). Simple staked supports are permissible. 4. Access. a. General. i. Coordination with UPRR required when crossing live tracks at any Access point or into or out of Work Zones. ii. Live tracks may be blocked at access points by stopped trains for extended periods. Contractor and UPRR shall coordinate access times/locations in order to minimize delays. iii. Contractor will provide traffic control (coordinated with and approved by UPRR) for UPRR access roads impacted by construction activities. ..,, b. NTTA Access #1 (approximately 3500' feet west of Hulen Street along the south side of the Yard). i. Access to the interior of the Yard via the existing road crossings at the _ existing Main Access Road (approximately 4000' west of Hulen Street). ii. Main access point for Bent lines D and E. iii. Main access into the interior of the Yard for early construction. C. NTTA Access #2 (approximately 500' west of Hulen Street off of Vickery Blvd). i. Access to the north side of the Yard. ii. Main access point for construction of Vickery wall. Page 4 of 8 '� SWP-UPRR-CCA-01-Narrative-2009-07-27.doc iii. Main access point for Bent lines F and G. iv. At Contractor's option and expense, UPRR will construct and remove at conclusion of Contractor's activities in the Yard, a 40-foot wide road crossing approximately 100' west of Hulen across N BYPASS 1 & 2 and SF BYPASS 3. V. Roads on north side of Yard only 10 feet wide. d. NTTA Access #3 (approximately 2000' east of Hulen Street off of Vickery Blvd). i. Access to the north side of the Yard. ii. Main access point for construction of 2-tiered wall. iii. Main access point for Bent lines F and G. iv. UPRR Access Roads on north side of Yard are only 10 feet wide. e. NTTA Access #4 (approximately 1000' west of Hulen Street off of SWP/SH121 ROW Parcel 58-PT3). i. Access to the south side of the Yard. ii. Labor access for construction of Bent lines south of the Hump Leads. iii. At Contractor's option and expense, UPRR will construct and remove at conclusion of Contractor's activities in the Yard, a 40-foot wide road crossing approximately 400' west of Hulen continuous across S - BYPASS4 & 5 and tracks 301 to 310. iv. Main access point for Bent lines A through C. f. Proposed UPRR driveway off of Vickery (UP station 13244+00, approximately 5300' west of Hulen Street) and proposed road crossings across N BYPASS 1 & 2 and SF BYPASS3 (UP station 13230+00) i. Access to north side of the Yard. ii. Allowable for small to medium rubber tire construction vehicles and `high -rail' equipment. iii. Roads on north side of Yard only 10 feet wide. g. Proposed UPRR driveway off of Vickery (UP station 13115+00, approximately 7800' east of Hulen Street) and proposed road crossings across N BYPASS 1 & 2 and SF BYPASS3. i. Access to north side of the Yard. ii. Allowable for small to medium rubber tire construction vehicles and `high rail' equipment. iii. Roads on north side of Yard only 10 feet wide. h. Rail loading yard (approximately 5 miles northeast of the Yard). i. Materials can be off-loaded from road vehicles to rail and then moved into the Yard via rail. (This is a transload area only and is not intended for Contractor storage.) i. MOPAC Bridge (approximately 6800' west of Hulen Street) and Main Access Road. i. Contractor access is denied at MOPAC Bridge for large equipment and materials, but may be considered on a case -by -case basis. ii. Main Access Road available as identified in `4b', but otherwise available for limited use. iii. As coordinated with the Contractor, UPRR will construct various detours y on the Main Access Road in areas of Bent lines D-E. Some NTTA construction will require periodic shut -down. Page 5 of 8 SWP-UPRR-CCA-01-Narrative-200"7-27. doc iv. Contractor will provide traffic flaggers along Main Access Road when necessary based on construction activity. When only room for one lane of traffic, additional traffic control (i.e., stop signs or one-way traffic signal) may be required by UPRR at Contractor's expense. J. Existing Hulen Street Bridge .. i. Allowable to shut down one half of the bridge (one -lane traffic in each direction) and can be used for construction materials access, accessible from the north or south. ii. Closures can alternate on the northbound and southbound, as dictated by Work Zones, provided all protection and traffic control are provided. k. Proposed new SWP/SH121 and Hulen Street Bridges i. Allowable to use previously constructed spans for construction staging/access. 5. Equipment. Equipment into and out of the Yard is permitted as outlined under Access and in the Construction Phasing Narrative. a. Road crossings over live tracks will require UPRR flaggers. b. Equipment may be stored within a Work Zone up to the defined Work Zone Delineation, which can be as close as 12 feet to active tracks. Equipment stored within the Work Zone must be secure and stable so as not to provide any possibility of interference to adjacent live tracks. Other designated locations for storing and pre -staging equipment are to be coordinated with UPRR. C. Small to medium construction rubber tired vehicles (pickups, front end loaders, backhoes, etc). i. Allowable access at all road crossings and track access roads. ii. UPRR approved track protection not required when operating on inactive tracks unless activity has potential for damaging tracks. d. Medium to large construction rubber tired vehicles (augers, cranes, dump trucks, etc). i. Allowable access at all road crossings and track access roads. ii. UPRR approved track protection required when operating on inactive tracks. .. e. Track vehicles. i. Allowable access at all road crossings and track access roads. ii. UPRR approved track protection required when operating on inactive tracks. f. `High -rail' vehicles (modified for rail/track access). i. Allowable access at all road crossings and track access roads. ii. Track protection not required when operating on inactive tracks. iii. Inactive tracks to be rendered inaccessible to rail -mounted traffic at east/west limits when occupied by Contractor's rail -mounted equipment. g. Rail mounted or Rail Flatcars. i. Allowable on inactive tracks. ii. Rail mounted equipment may be used by the Contractor and work -trains _ can be supplied/coordinated with UPRR for track movement at a cost to the Contractor. Page 6 of 8 SWP-UPRR-CCA-01-Narrative-2009-07-27. doc iii. Inactive tracks to be rendered inaccessible to rail -mounted traffic at cast/west limits when occupied by Contractor's rail -mounted equipment. h. Concrete trucks. i. Preferred method utilizes concrete from the bridges above and pumped or bucketed to the Work Zone from above. ii. Access to Yard permitted where compliant with Access and Work Zone requirements. i. Existing Hulen Street Bridge. i. One-half of the bridge may be used for equipment staging, provided adequate Traffic Control are in effect. ii. Contractor will ensure equipment does not exceed the structural capacity of the bridge. j. Previously constructed spans of the new Hulen Street and SWP/SH121 Bridges i. Contractor will ensure equipment does not exceed the structural capacity of the bridge. 6. Materials. Material storage inside the Yard is permitted within current Work Zones or other designated locations to be coordinated with UPRR. Material storage is also permissible on existing Hulen Street Bridge (with proper protection and traffic control), proposed new spans of SWP/SH121 and Hulen Street Bridges, and rail cars. a. Material storage within Work Zones. i. Inactive tracks within the Work Zone; track protection shall be required to ensure rails are not damaged and the track ballast is not contaminated. ii. Rail access roads may be used within the Work Zone, but must be returned to original condition when no longer used. iii. Rail flatcars may be used within the Work Zone. iv. Materials may be stored within a Work Zone up to the defined Work Zone Delineation, which can be as close as 12 feet to active tracks. Materials stored within the Work Zone must be secure and stable so as not to provide any possibility of interference to adjacent live tracks. b. Material storage outside of Work Zones. i. Storing and pre -staging of materials is permitted at approved locations and is to be coordinated with UPRR. C. Material storage on existing Hulen Street Bridge provided proper protection and traffic control is provided, as approved by the City. i. One-half of the bridge may be used for material storage, provided adequate Traffic Control is in effect. ii. All construction loading is the responsibility of the Contractor to protect structural integrity of the existing bridge. d. Material storage on previously constructed spans of proposed new Hulen Street or SWP/SH121 Bridges. i. No restrictions. ii. All construction loading is the responsibility of the Contractor to protect structural integrity of the Bridges. e. Materials may be shipped to the Yard via rail, and can be coordinated for storage on rail car within the Yard with UPRR. There will be a cost to the Contractor. Page 7 of 8 SWP-UPRR-CCA-01-NarcaUve-2009-07-27.doc 7. Demolition of existing Hulen Street Bridge. Foundations of existing structures will be removed to a depth of 5 feet below the final top of rail of the lowest adjacent track or 2 feet below final ground surface where existing or planned operating track is not within 30 feet. a. General sequence of work is as follows: i. Close a series of tracks in accordance with General Track/Yard Operational Requirements and Work Zones to establish the Work Zone. ii. Cut and remove deck in pieces, from overhead or within Work Zone. _ iii. Cut and remove girders in pieces. iv. Demo caps in pieces. V. Demo columns in pieces. b. Due to the limited space on the ground and congestion in the Yard, the preferred method of debris removal is via the overhead bridges. Debris may be loaded on rail cars within the Work Zone (on inactive tracks), and hauled away via rail. _ C. If the Contractor utilizes UPRR provided rail cars, there will be a cost to the Contractor. d. See the Construction Phasing Narrative for additional requirements. M Page 8 of 8 SWP-UPRR-CCA-01-Narrative-2009-07-27.doc SWP-UPRR Construction Phases 1 Bent Line D (Construction Drill Shafts H6, N6, S8 Columns H6, N6, S8 Caps H6, N6, S8 Beams na Deck na I Other na Predecessors none Tracks Not constructed NBP1, NBP2, SBP4, SBP5 - Inactive Temporary Hump Lead (but clear nightly) Resources ' Labor Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted 1 Material Storage: limited to Work Zone and Existing Hulen, or at locations coordinated with UPRR - I Equipment Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Storage: within Work Zone, can occupy Temporary Hump Lead but clear nightly (Work Zone Delineation Condtional Fencing semi permanent fence south safety awareness fence north South limit 12' north of the centerline of track 310/312 North limit 3' south of the shoulder of the main access road or 12' south of the centerline of the Temporary Hump Lead Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction stagin� Special Conditions - UPRR construct Ret Wall west of Bent Line D once Work Zone cleared I Drill shaft and column construction will conflict with the UPRR main access road. UPRR will construct detour as required, SWP contractor will provide traffic control as necessary. Equipment will be allowed to occupy the Temporary Hump Lead. The Temporary Hump Lead tracks must be protected if used for construction staging. Auger stops may be required to ensure clear operation of track 310 Page 1 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases 2 Bent Line E (exclude Hulen east column) Construction Drill Shafts H5 (west only), N5, S7 Columns H5 (west only), N5, S7 Caps N5, S7 Beams na Deck na Other na Predecessors UPRR retaining wall at Bent Line D to the west UPRR main access road detour (along retaining wall and Bent Line D) Tracks Not constructed NBP1, NBP2, SBP4, SBP5 Inactive Temporary Hump Lead (but clear nightly) Resources I Labor Access: SWP Access #1, UPRR Main Access Road, entry from North restricted Material Storage: limited to Work Zone and Existing Hulen, or at locations coordinated with UPRR -. Equipment Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Storage: within Work Zone, can occupy Temporary Hump Lead but clear nightly Work Zone Delineation Conditional Fencing safety awareness fence south semi permanent fence north South limit 3' off of the northern shoulder to the adjacent temporary access road 4 North limit 12' south of the Permanent Hump Lead centerline (10' absolute minimum) Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staginq SpecialConditions - -_ The temporary access road must maintain one -lane access at all times, utilizing appropriate traffic control devices Work within 12' of the Permanent Hump Lead will need to be closely coordinated with UPRR operations Construction activities encroaching on the minimum clearance to the Permanent Hump Lead (erection of form work, etc.) must be accomplished within the 4-hour maintenance window on Wednesdays Equipment stops on augers shall be employed to eliminate possibility of equipment encroachment on the Permanent Hump Lead Due to the close proximity with the Permanent Hump Lead, permanent casing will be required for Bent N5 drilled shafts All crane picks must be coordinated with Hump Lead operations. Flagger coordination will be .. required for all construction activities near open rail lines Page 2 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases 3 Bent Line F & G 'Construction Drill Shafts F (H4, N4, S6), G (H3, N3, S5) Columns F (H4, N4, S6), G (H3, N3, S5) Caps F (H4, N4, S6), G (H3, N3, S5) Beams na Deck na " Other structural bracing for existing Hulen Bent #4 Predecessors excavation to finished grade (SWP Vickery Wall, 2-tier Wall) Hulen Ramp demo Tracks Not constructed NBP1, NBP2, SBP4, SBP5 Inactive None Resources Labor Access: along north limit of yard via NTTA Access #2 or #3, entry from south restricted Material Storage: limited to Work Zone and Existing Hulen, or at locations coordinated with UPRR Equipment Access: along north limit of yard via NTTA Access #2, entry from south restricted i Storage: within Work Zone Work Zone Delineation Absolute Bent Line G, Conditional Bent Line F _ Fencing semi permanent fence south South limit 12' north of the SF BYPASS3 centerline. An optional orange construction fence may be erected a minimum of 10' off of the SF BYPASS3 centerline. North limit Vickery Boulevard Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging Special Conditions, , Due to the close proximity with the SF BYPASS3, permanent casing will be required for Bent N4 I drilled shafts temporary bracing on existing Hulen Bent H4 shall be constructed a maximum of 2' south of the existing columns allow for interruption of construction operations for approximately 15 minutes up to four times per day i to allow for SF BYPASS3 operations during Bent Line F construction i All crane picks must be coordinated with SF BYPASS3 Page 3 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases .r 4 Bent Line A Construction Drill Shafts H9, N9, S11 Columns H9, N9, S11 Caps H9, N9, S11 Beams na Deck na Other UPRR Road crossings west of Hulen (tracks Sbypass 4&5, 301-302) Predecessors UPRR Road crossings west of Hulen (SBP5 to 302) SWP and Hulen proposed construction Bent Line A to the south Tracks Not constructed Inactive None Resources Labor Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Road restricted Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges Equipment Access: NTTA Access #1 or #4, entry from North restricted, UP Main Access Rd restricted, Rail accessible on inactive tracks Storage: within Work Zone Work Zone Delineation Absolute Fencing semi permanent fence north South limit unrestricted North limit 12' south of S BYPASS #5 Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging UPRR to construct road crossings west of Hulen (tracks S BYPASS4&5, 301-302) SWP-UPRR Construction Phasing Narrative Page 4 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 5 Bent Line B Construction Drill Shafts H8, NT S10 Columns H8, NT S10 Caps 1-18, N7, S10 Beams na Deck na Other Predecessors UPRR Road crossings west of Hulen (SBP5 to 302) SWP and Hulen proposed construction Bent Line A to the south '.Tracks Not constructed Inactive 301, 302, SBP4, SBP5 Resources Labor Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges - I Equipment Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted, Rail accessible on inactive tracks Storage: within Work Zone Work Zone Delineation Absolute (no change from step 4) Fencing semi permanent fence north South limit unrestricted I North limit 12' south of track 303 Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staginq Spaciaf ConditionsThe existing Hulen Bent H8 will remain in place. Construction activities to work around the existing bent in a manner that does not damage the existing structure Rail cars for construction may be stored on Tracks 301 and 302 ' materials, including girders for Span B-C and Span C-D, may be pre -stored for later steps. Storage area limits consist of north fence placed this step along Track 303 and 12' north of Track 302 Page 5 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 "W •l SWP-UPRR Construction Phases 6 Span A-B Construction i Drill Shafts na ' Columns na Caps na Beams H8, N8, S10 Deck H8, N8, S 10 Other Predecessors UPRR Road crossings west of Hulen (SBP5 to 302) SWP and Hulen proposed construction Bent Line A to the south Tracks Not constructed Inactive 301, 302, SBP4, SBP5 Resources Labor Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges I Equipment Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted, Rail accessible on inactive tracks Storage: within Work Zone Work Zone Delineation Absolute (no change from step 4) i Fencing semi permanent fence north South limit unrestricted North limit 12' south of track 303 Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging Special Conditions Rail cars for construction may be stored on Tracks 301 and 302 materials, including girders for Span B-C and Span C-D, may be pre -stored for later steps. Storage area limits consist of north fence placed this step along Track 303 and 12' north of Track 302 SWP-UPRR Construction Phasing Narrative Page 6 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 7 Bent Line C Construction Drill Shafts HT NT S9 Columns HT NT S9 Caps H7, N7, S9 Beams na Deck na Other UPRR Road crossings west of Hulen (tracks 303-306) Predecessors UPRR Road crossings west of Hulen (SBP5 to 302 & 303 to 306) I 'Tracks Not constructed — Inactive 305, 306, 307, 308 Resources Labor Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted the south limit of the yard in the vicinity of Hulen Street using road crossings UPRR flaggers will be available to facilitate the crossing of active rail lines during access times i Will have to walk or high rail in from the West i Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges south access point, rail car, or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted, Rail accessible on inactive tracks south access point, rail car, or from existing Hulen i Storage: within Work Zone Work Zone Delineation Absolute --but timfted access due to active tracks north and south Fencing safety awareness fence South limit 12' north of track 304 } North limit 12' south of track 309 Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction Speciai Conditions stagjnq — -- - - Access to and from the Work Zone will be limited. Contractor will need to coordinate with UPRR in advance to ensure efficient construction activities am spoils stockpiled west of Hulen between tracks 306 and 307 for later disposal hi -rail equipment (cranes, pickup, flat cars, gondolas) strongly recommended inactive tracks may be used for construction staging Page 7 of 18 SWP-UPRR Construction Phasing Narrative final Draft: 7/27/2009 w Construction Drill Shafts na Columns na Caps na Beams HT NT S9 Deck HT NT S9 Other SWP-UPRR Construction Phases 8 Span B-C Predecessors UPRR Road crossings west of Hulen (SBP5 to 302 & 303 to 306) _ I Tracks Not constructed Inactive 303, 304, 305, 306 Resources i Labor Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted the south limit of the yard in the vicinity of Hulen Street using road crossings UPRR flaggers will be available to facilitate the crossing of active rail lines during access times Will have to walk or high rail in from the West Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges south access point, rail car, or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access: NTTA Access #1 or #4, entry from North restricted, UPRR Main Access Rd restricted, Rail accessible on inactive tracks south access point, rail car, or from existing Hulen Stora?e: within Work Zone, rail cars, existing Hulen, or SWP previous spans 'Work Zone Delineation Absolute --but limited access due to active tracks north and south Fencing safety awareness fence South limit 12' north of track 302 North limit 12' south of track 307 Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staginr Special Conditions Access to and from the Work Zone will be limited. Contractor will need to coordinate with UPRR in advance to ensure efficient construction activities hi -rail equipment (cranes, pickup, flat cars, gondolas) strongly recommended inactive tracks may be used for construction staging Page 8 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases 9 Span C-D Construction Drill Shafts na Columns na Caps na Beams H6, N6, S8 (storage on rail cars, existing Hulen, or SWP previous spans) Deck H6, N6, S8 Other Predecessors UPRR Road crossings west of Hulen (307-310) (Tracks Not constructed -4 Inactive Temporary Hump Lead, 307, 308, 309, 310, 311/312 (lead west end) Resources Labor Access: NTTA Access #1 or #4, entry from North restricted "a the south limit of the yard in the vicinity of Hulen Street using road crossings UPRR flaggers will be available to facilitate the crossing of active rail lines during access times UPRR Main Access Rd limited usage Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges south access point, rail car, or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access: NTTA Access #1 or #4, entry from North restricted, Rail accessible on inactive tracks i south access point, rail car, or from existing Hulen UPRR Main Access Rd limited usage Storage: within Work Zone, rail cars, existing Hulen, or SWP previous spans Work Zone Delineation Absolute --but limited access due to active tracks south and UPRR Main Access Road Fencing safety awareness fence south semi -permanent north South limit 12' north of track 306 North limit 3' south of the shoulder of the main access road or 12' south of the centerline of the Temporary Hump Lead Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staqinq ,Spcicial`Cairid'+lions Access to and from the Work Zone will be limited. Contractor will need to coordinate with UPRR in advance to ensure efficient construction activities Contractor must remove all remaining spoils prior to completion hi -rail equipment (cranes, pickup, flat cars, gondolas) strongly recommended Page 9 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases i 10 Span F-G (Construction Drill Shafts na Columns na Caps na Beams H3, N3, S5 (storage on rail cars, existing Hulen, or SWP previous spans) Deck H3, N3, S5 Other Predecessors _ SWP spans from Bent line G to the North ;Tracks Not constructed Inactive NBP1, NBP2 Resources Labor Access: along north limit of yard via NTTA Access #2 or #3, entry from south restricted access from proposed UPRR driveway west of Hulen F Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges south access point, rail car, or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access: along norti limit of yard via NTTA Access #2 or #3, entry from south restricted access from proposed UPRR driveway west of Hulen Equipment access can be moved from the previous construction area for Span C-D to the North i Bypass work area for this step via hi -rail. In addition, work trains can be rented within the yard _ Storage: within Work Zone, rail cars, existing Hulen, or SWP previous spans Work Zone Delineation Absolute Fencing safety awareness fence south South limit 12' north of SF BYPASS3 .. North limit Vickery Blvd Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging Sfsecial Con+diiioris - hi -rail equipment (cranes, pickup, flat cars, gondolas) strongly recommended hi -rail access from proposed UPRR driveway west of Hulen Material can be off-loaded from road vehicles to rail in a predetermined yard 5 mites northeast of Yard and then moved into the Yard via rail. All crane picks must be coordinated with SF BYPASS • • Page 10 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases 11 Span E-F (partial) Construction Drill Shafts na Columns na Caps na Beams N4, S6 (storage on rail cars, existing Hulen, or SWP previous spans) Deck N4, S6 (partial, due to existing Hulen columns) Other Predecessors Permanent Hump Lead inactive _ Temporary Hump Lead active UPRR road crossing west of Hulen NBP1 to SFBP3 Tracks Not constructed Inactive Permanent Hump Lead, NBP2, SFBP3 Resources Labor Access: along north limit of yard via NTTA Access #2 or #3, entry from south restricted access from proposed UPRR driveway west of Hulen UPRR Main Access Rd limited usage Material Storage: Work Zone, Existing Hulen, inactive rails, or previously constructed SWP bridges south access point, rail car, or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access: along north limit of yard via NTTA Access #2 or #3, entry from south restricted access from proposed UPRR driveway west of Hulen UPRR road crossing across NBP1, NBP2, SFBP3 Storage: within Work Zone, rail cars, existing Hulen, or SWP"previous spans Work Zone Delineation Conditional Fencing semi -permanent south safety awareness fence north South limit 12' north of Temporary Hump Lead of north face of Bent Line E I North limit 12' south of N BYPASS2 (or 3' off shoulder of access road) Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging ScseciaT Coftiditions . " � .`I - — - — Contractor must close work area a minimum of 15 minutes every 2 hours during construction for rail traffic on LID 101-104 and LD 105-108 :. Not required, but if possible, maintain nightly rail traffic on the Permanent Hump Lead hi -rail equipment (cranes, pickup, flat cars, gondolas) strongly recommended. Road based cranes may occupy SF BYPASS3 or other open areas provided clearance is achieved The eastern -most beams for Span N4 are within the clearzone of the Temporary Hump Lead. Erection of these beams must be coordinated with UPRR weekly maintanence period (4 hour shutdown every Weds) If at all possible, temporary construction supports for shoring spliced beams may be placed at a 12' minimum distance north of the Permanent Hump Lead and at a 12' minimum distance south of the SF BYPASS3 western beams for S6 'threaded' through existing Hulen bent columns, PMDF installed with cutouts, concrete deck pour only on eastern half For any period when Main Hump Lead must be out of service overnight Contractor must work 2417 to restore Main Hump Lead availability at night as soon as possible. - Page 11 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 .. Construction Drill Shafts H5 (east only) Columns H5 (east only) Caps H5 Beams na Deck na Other na Predecessors I .Tracks Not constructed Inactive SWP-UPRR Construction Phases 12 Bent Line E (Hulen east column) Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Temporary Hump Lead Resources Labor Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Material Storage: limited to Work Zone and Existing Hulen, or at locations coordinated with UPRR Equipment Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Storage: within Work Zone, existing Hulen, or SWP previous spans Work Zone Delineation Conditional Fencing semi -permanent south semi -permanent north South limit Toff main access road North limit 9' (absolute minimum) south of Permanent Hump Lead, due to close proximity of live track, coordinate with hump operations and permanent casing required for drilled shaft. Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staqinq SAecial Conditions -- Due to the close proximity with the Permanent Hump Lead, permanent casing will be required for Bent H5 drilled shafts The east column for H5 is within the clearzone of the Permanent Hump Lead. Construction must be coordinated with UPRR weekly maintanence period (4 hour shutdown every Weds) Work within 12' of the Permanent Hump Lead will need to be closely coordinated with UPRR operations Equipment stops on augers shall be employed to eliminate possibility of equipment encroachment on the Permanent Hump Lead All crane picks must be coordinated with Hump Lead operations. Flagger coordination will be required for all construction activities near open rail lines ►f Page 12 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases �.., 13 Span D-E (Hulen Span H5) ,Construction Drill Shafts na Columns na Caps na Beams H5 Deck H5 Other na Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Tracks Not constructed Inactive Resources Labor Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Material Storage: limited to Work Zone and Existing Hulen limited storage space on the ground Equipment Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted UPRR Main Access Road —limited closures for lifting operations Storage: within Work Zone, existing Hulen, or SWP previous spans Work Zone Delineation Conditional Fencing safety awareness fence south safety awareness fence north South limit 12' north of 310/312 North limit 12' south of Permanent Hump Lead (or bent E) Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging Special Conditions — cranes can be ground operated, in the area of the UPRR main access road (D-E), during lifting operations, road can be closed, limited traffic Anticipated access road disruption time: 3 days for H5, 2 days for N5, 2 days for S7 track 312 can be inactive for possible material storage via rail In the area of the UPRR main access road (D-E) cranes can be ground operated to place beams. r w Page 13 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases 14 Span E-F (Hulen Span H4) Construction Drill Shafts na Columns na Caps na Beams H4 Deck H4 _ Other na Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Tracks Not constructed Inactive SFBP3 Resources Labor Access: limited ground access Y Material Storage: restricted ground storage unless on rail, Existing Hulen limited storage space on the ground, use previously constructed spans Equipment Access: restricted ground operations Storage: within Work Zone, existing Hulen, or SWP previous spans Work Zone Delineation ; Conditional Fencing safety awareness fence south safety awareness fence north South limit 12' south bent line E North limit 12' south of NBP2 (or bent F) Existing Hulen shut down to one -lane traffic in each direction and one half of the bridge can be used for construction staging SI)ec�al Craridttibtts ., hi -rail cranes strongly recommended or position cranes on existing/constructed roadway spans above. Road cranes may also be occupy SF BYPASS3 and possibly other open areas north of track 310, between 310 and Permanent Hump Lead. Contractor must close work area a minimum of 15 minutes every 2 hours during construction for rail traffic on LD 101-104 and LD 105-108 .F Work within 12' of the Permanent Hump Lead will need to be closely coordinated with UPRR operations All crane picks must be coordinated with Hump Lead operations. Flagger coordination will be required for all construction activities near active rail lines For any period when Main Hump Lead must be out of service overnight Contractor must work 24/7 to restore Main Hump Lead availability at night as soon as possible. Caution: Beam placement and Deck construction over live tracks, but protected by SH 121 bridge below and tempory decking between NB and SB SH 121. Page 14 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 rJ SWP-UPRR Construction Phases 15 Demo Hulen B-F Construction Drill Shafts na Columns na Caps na Beams na Deck na Other Demo existing Hulen from B-F (Ex Hulen bent #5 to #9), deck, caps, and columns Predecessors Permanent Hump Lead active I Temporary Hump Lead inactive (demolished) Tracks`•-� �-- Not constructed Inactive various, as dictated by work sequence Resources ! Labor Access: hi -rail pickup truck to Work Zone Material Debris removal: use elevated spans or rail (gondolas/flat car) Equipment Access: hi -rail vehicles or small to medium rubber tired vehicles +.R Stora?e: use constructed spans for staging or hi -rail vehcles \Mork Zone;Delineation Absolute A-D, Conditional`D-F Fencing safety awareness fence south safety awareness fence north South limit as dictated by work sequence �+ North limit as dictated by work sequence Existing Hulen traffic moved to proposed Hulen Speciarc—brizfitiQns remove deck, utilizing proposed SWP and/or Hulen as staging (or hi -rail crane) cut and remove girders in pieces demo caps in pieces demo columns in pieces Work sequence: middle span between Existing Hulen #7 and #8 (B-D): close tracks 305-308 1/4 span at Existing Hulen #7 to the south: close tracks 307-310 span from Existing Hulen #6 to #7: track coordination Permanent Hump Lead & LD 105-108 span from Existing Hulen #5 to #6: close SF BYPASS3, coordinate LID 101-104 1/4 span at Existing Hulen #8 to the north: close tracks 303-304 span from Existing Hulen #8 to #9: dose tracks 301-302, S BYPASS4 & 5 crane operations and debris removal from the ground permitted, but should be minimized SWP-UPRR Construction Phasing Narrative Page 15 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 16 Span D-E (Span N5, S7) Construction Drill Shafts na Columns na j Caps na Beams N5, S7 Deck N5, S7 Other na Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Tracks Not constructed Inactive Resources Labor Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted Material Storage: limited to Work Zone limited storage space on the ground - Equipment Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted UPRR Main Access Road —limited closures for lifting operations Storage: within Work Zone or SWP previous spans ,Work Zone Delineation Conditional Fencing safety awareness fence south safety awareness fence north South limit 12' north of 310/312 North limit 12' south of Permanent Hump Lead (or bent E) Existing Hulen traffic moved to proposed Hulen Special Conditions ; cranes can be ground operated in the area of the UPRR main access road (D-E) during lifting j operations; road can be closed; limited traffic; traffic control to be provided by Contractor Anticipated access road disruption time: 2 days span N5 Anticipated access road disruption time: 2 days span H7 Page 16 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 SWP-UPRR Construction Phases s 17 Span E-F (remainder S6) !Construction Drill Shafts na Columns na Caps na Beams na (already placed) Deck S6 remainder Other na Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Tracks - I Not constructed Inactive Resources Labor Access: NTTA Access #1, UPRR Main Access Road, entry from North restricted ground access not anticipated Material Storage: elevated I - I Equipment Access:ground access not anticapated, but permitted in accordance with Conditional Work Zone I , requirements Storage: elevated or in coordinated areas within Work Zone Work Zone Delineation Conditional Fencing safety awareness fence south ! safety awareness fence north South limit na North limit na Existing Hulen traffic moved to proposed Hulen 'SRecial :Conditions Coordinate construction with Permanent Hump Lead, LD 105-108, LD 101-104, SF BYPASS3 _ Concrete Deck pouring only For additional conditions see previous Span E-F (Hulen Span 1-14) For any period when Main Hump Lead must be out of service overnight Contractor must work 24/7 to restore Main Hump Lead availability at night as soon as possible. Caution: Deck construction over live tracks, ensure adequate protection as specified in CCA Page 17 of 18 SWP-UPRR Construction Phasing Narrative Final Draft: 7/27/2009 a SWP-UPRR Construction Phases 18 Demo Hulen Remainder (F to north, A to south Construction Drill Shafts na Columns na Caps na Beams na Deck na Other Demo Hulen remainder (Existing Hulen Bent #5 to #1, #9 to #19), deck, caps, and columns Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) UPRR road crossing NBP1 & NBP2 west of Hulen Tracks Not constructed Inactive NBP1, NBP2, SFBP3 (when required) Resources Labor Access: hi -rail pickup truck to Work Zone from north and south entry from south Material Debris removal: use elevated spans, small to medium vehicles, or rail (gondolas/flat car) Equipment Access: hi -rail vehicles or small to medium rubber tired vehicles; permitted in accordance with Work Zone requirements Storage: use constructed spans for staging, hi -rail vehdes or coordinated areas in Work Zone Work Zone Delineation Absolute A-D, Conditional D-F Fencing safety awareness fence south safety awareness fence north South limit as dictated by work sequence .. North limit as dictated by work sequence Existing Hulen traffic moved to proposed Hulen Bent Line A to the south should not impact rail operations Bent Line F to the north, direct impacts to NBP1, NBP2 minimal impacts to SFBP3 Superstructure demolition from above. Crane operations and debris removal can be from the ground within Work Zone. Can use track road crossing constructed by UPRR Page 18 of 18 SWP-UPRR Constriction Phasing Narrative Final Draft: 7/27/2009 ,,yard Construesion Phasing SWp'UpRR Ya r �- Z009CD -- ' CD JR , , 4 t 1 �• t i 1 ty ffflll � , i L ♦ � ' 1 , S � July 27, 2009 SWP-UPRR Yard Construction Phasing .. _ 4 + t ' s•oo i- �. fans.00 ' r r CD dEd + i F II ■ t,. 1 + c f I �' Y , N rd Construct+on phasing CD upRR Ya 1 C7 27, 2009�` + t_ tD m 11�1 ID VD } i 1 �; � , y '• 1 l o 1 , 1 1 1 f t �1 t July 27, 2009 SWP-UPRR Yard Construction Phasing I, �. ti t i r '• tI r July 27, 2009 SWP-UPRR Yard Construction Phasing I i C � ' i ■ I i I it- t4 '1 I I I I y �i1 j Jul 27, 2009 SWP-UPRR Yard Construction Phasing ,II • r � � TT t ' J i ~ I now md (gPP ~ � t � I � t � 1 • '� t � ' I � t m1fi I 1 I i j � X , I I, :i 1+ 1 ty i 55A' Phasing 1 Yard Ccns"Uction . SWP-UP i NA ` 1 � � md I R Yard Construction Phasing SWp-UPR al 27, 2009 ' , +»s.00 ! b G � # y 5 4 5 .� 90 �4 y 5 1 J r i5 phasing 3 R Yard Construction - g R Wp_up - IT 4 f 1 kiIH � ��gYpp" , �' � •t } I 61 1 +� - 1 ( 'pi� i�v '_ ' � •�l Itlt 1 t ` k VN411 4 1, 4 �' � '4�' t tiµ 1 ���I. • �'t ' i- -ul • L. i _ 1( w. _ 1 1 '00 low 1 • 1 1 111� I. i 1 .46 RR Yard C onstruction Phasing swp uP al 27 1 200 -j; � 1 A °� k i T� ll .w , 1 Jul 27, 2000 SWP-UPRR Yard Construction Phasing dp I . ( a7 B � i p f ` AA r R c F 1 YI A .OP July 27, 2009 SWP-UPRR Yard Construction Phasing _ 1 1J 1 4 7 -4 aim CD rd.41 I ` f I' fj 4 I Q ij , �1 I f ■ ..�. h ttv ap r � y f mm Sw + ! l II �k !I f t 11 5, 00 EXHIBIT D No TO CONSTRUCTION COORDINATION AGREEMENT CONTRACTOR'S RIGHT OF ENTRY AGREEMENT THIS CONTRACTOR'S RIGHT OF ENTRY AGREEMENT (this "Agreement") is made and entered into as of the day of 120 , by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation ("Railroad"); and , a ("Contractor"). RECITALS: Contractor has been hired by [the North Texas Tollway Authority] [the City of Fort Worth] (the "Contracting Partv") to perform certain work relating to the design and construction of Southwest Parkway/SH 121 (the "work") over and across the Davidson Yard, which is owned and operated by the Railroad, generally in the location(s) shown on the print marked Exhibit A, attached hereto and hereby made a part hereof. Railroad is willing to permit Contractor to perform the work described above at the location described above subject to the terms and conditions contained in this Agreement. AGREEMENT: NOW, THEREFORE, it is mutually agreed by and between Railroad and Contractor, as follows: ARTICLE 1- DEFINITION OF CONTRACTOR. For purposes of this Agreement, all references in this Agreement to Contractor shall include Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. ARTICLE 2 -RIGHT GRANTED; PURPOSE. Railroad hereby grants to Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the property described in the Recitals for the purpose of performing the work described in the Recitals above. The right herein granted to Contractor is limited to those portions of Railroad's property specifically described herein and such other areas as may be designated by the Railroad Representative named in Article 4. ARTICLE 3 -TERMS AND CONDITIONS CONTAINED IN EXHIBITS B. C AND D. wo The terms and conditions contained in Exhibit B, Exhibit C and Exhibit D, attached hereto, are hereby made a part of this Agreement. "' D-1 14792939NV-17 ARTICLE 4 -ALL EXPENSES TO BE BORNE BY CONTRACTOR; RAILROAD REPRESENTATIVE. A. As between Contractor and the Railroad, Contractor shall bear any and all costs mmo and expenses associated with any work performed by Contractor, or any costs or expenses incurred by Railroad, relating to this Agreement. B. Contractor shall coordinate all of its work with the following Railroad representatives or his or her duly authorized representative (each, a "Railroad Representative"): -• Ed Adelman 5701 West Vickery Fort Worth, Texas 76107 817.353.7035 edadelman@up.com Blake Woodson 5701 West Vickery Fort Worth, Texas 76107 817.372.1683 bewoodson@up.com C. Contractor, at its own expense, shall adequately police and supervise all work to be performed by Contractor and shall ensure that such work is performed in a safe manner as set forth in Section 7 of Exhibit B. The responsibility of Contractor for safe conduct and adequate +r policing and supervision of Contractor's work shall not be lessened or otherwise affected by Railroad's approval of plans and specifications involving the work, or by Railroad's collaboration in performance of any work, or by the presence at the work site of a Railroad Representative, or by compliance by Contractor with any requests or recommendations made by Railroad Representative. ARTICLE 5 -TERM; TERMINATION. The grant of right herein made to Contractor shall commence on a date to be established by a written notice to proceed given by both the Contracting Party and the Railroad, consistent with their mutual agreements, and shall continue, unless sooner terminated as herein provided, until such time as Contractor has completed its work (including punch list and warranty work) on Railroad's property, subject to all constraints on the time for such completion established by the agreements between the Contracting Party and the Railroad. Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad's property. ARTICLE 6 -CERTIFICATE OF INSURANCE. A. Before commencing any work, Contractor will provide Railroad with the (i) insurance binders, policies, certificates and 'endorsements set forth in Exhibit C of this Agreement, and (ii) the insurance endorsements obtained by each subcontractor as required under Section 12 of Exhibit B of this Agreement. D-2 14792939\V-13 C_3 B. All insurance correspondence, binders, policies, certificates and endorsements shall be sent to: Senior Manager - Contracts Union Pacific Railroad Company Real Estate Department 1400 Douglas Street, Mail Stop 1690 Omaha, NE 68179-1690 UP File Folder No. 2549-58 ARTICLE 7 -DISMISSAL OF CONTRACTOR'S EMPLOYEE, At the request of the Railroad Representative, Contractor shall remove from Railroad's - property any employee of Contractor who fails to conform to the instructions (consistent with the approved plans and specifications and approved construction schedule for the work and the agreements between the Contracting Party and the Railroad) of the Railroad Representative in connection with the work on Railroad's property, and any right of Contractor shall be suspended until such removal has occurred. as no ARTICLE 8 -ADMINISTRATIVE FEE. [Intentionally Deleted] ARTICLE 9 -CROSSINGS. No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over Railroad's trackage shall be installed or used by Contractor without the prior written permission of the Railroad Representative, except as otherwise permitted or authorized by the Special Davidson Requirements (as defined in Exhibit B). ARTICLE 10 - EXPLOSIVES. Explosives or other highly flammable substances shall not be stored on Railroad's property without the prior written approval of the Railroad Representative. ARTICLE 11 - RIGHTS OF NTTA AND CONTRACTOR. Without in any manner abrogating or otherwise affecting any obligation of the Contractor to the Railroad, this Agreement does not affect the rights and obligations of the Contractor and the Contracting Party between themselves regarding the performance of the work. The Railroad acknowledges that it is obligated to exercise all rights of Railroad under this Agreement in a manner that is consistent with the terms of the agreements between the Contracting Party and the Railroad and that Railroad shall have no greater rights with respect to the performance of the work by reason of this Agreement than is provided in such other agreements between the Contracting Party and the Railroad. 14792979\V-17 D-3 RW W V. r� r IN WITNESS WHEREOF, the parties hereto have duly executed this Agreement in duplicate as of the date first herein written. UNION PACIFIC RAILROAD COMPANY, a Delaware corporation By: Title: By: Title: (Name of Contractor) 147929391V-13 D-4 w EXHIBIT A ... TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT mw 14792939\V-13 r [Description of Work Area — To Be Provided] D-A-1 EXHIBIT B TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Section 1. NOTICE OF COMMENCEMENT OF WORK FLAGGING. Y A. Subject to the exceptions provided for in the Southwest Parkway -- UPRR Construction Coordination Constraints, Allowances and Requirements for Construction Over the UPRR Davidson Yard (the "Special Davidson Requirements"), a copy of which has been provided to the Contractor, Contractor agrees to notify the Railroad Representative at least ten (10) working days in advance of Contractor commencing its work and at least ten (10) working days in advance of proposed performance of any work by Contractor in which any person or equipment will be within twenty-five (25) feet of any track on which trains may be active, or in which any equipment extension (such as, but not limited to, a crane boom) will reach to within twenty-five (25) feet of any track on which trains may be active. No work of any kind shall be performed, and no person, equipment, machinery, tool(s), material(s), vehicle(s), or thing(s) shall be located, operated, placed, or stored within twenty-five (25) feet of any of Railroad's track(s) at any time (other than as permitted under the Special Davidson Requirements). Upon receipt of such ten (10)-day notice, the Railroad Representative will determine and inform Contractor whether a flagman need be present and whether Contractor needs to implement any special y protective or safety measures (consistent with Railroad's agreements with the Contracting Party, including the Special Davidson Requirements). If flagging or other special protective or safety measures are performed by Railroad, Railroad will bill Contractor for such expenses incurred by Railroad, unless Railroad and the Contracting Party have agreed that Railroad is to bill such expenses to the Contracting Party or such expenses are to be borne by the Railroad. If Railroad will be sending the bills to Contractor, Contractor shall pay such bills within thirty (30) days of Contractor's receipt.of billing. If Railroad performs any flagging, or other special protective or safety measures are performed by Railroad, Contractor agrees that Contractor is not thereby relieved of any of its responsibilities or liabilities set forth in this Agreement. B. The rate of pay per hour for each flagman will be the prevailing hourly rate in effect for an eight -hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates and additional charges on labor are subject to change, at any time, by law or by agreement between Railroad and its employees (so long as such agreements are not specific to this work or are applied in a discriminatory fashion against Contractor), and may be retroactive as a result of labor negotiations or a ruling of an authorized governmental agency. If the wage rate or additional charges are changed as provided above, Contractor (or the governmental entity, as applicable) shall pay for the flagging services on the basis of the new rates and charges. D-B-1 14792939XV-13 V" C. Reimbursement to Railroad will be required covering the full eight -hour day during which any flagman is furnished, unless the flagman can be assigned to other Railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagman is engaged in other Railroad work. Reimbursement will also be required for any day not actually worked by the flagman following the flagman's assignment to work on this project and for which Railroad remains obligated to pay the flagman and which could not reasonably be avoided by Railroad by assignment of such flagman to other work, even though Contractor may not be working during such time. When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Contractor must provide Railroad a minimum of five (5) days notice prior to the cessation of the need for a flagman. If five (5) days notice of cessation is not given, Contractor will still be required to pay flagging charges for the five (5) day notice period required by union agreement to be given to the employee, even though flagging is not required for that period. An additional ten (10) days notice must then be given to Railroad if flagging services are needed again after such five day cessation notice has been given to Railroad. Section 2. INTENTIONALLY OMITTED Section 3. NO INTERFERENCE WITH OPERATIONS OF RAILROAD AND ITS TENANTS. A. Contractor shall conduct its operations so as not to interfere with the continuous and uninterrupted use and operation of the railroad tracks and property of Railroad, including without limitation, the operations of Railroad's lessees, licensees or others, except as provided for in the Special Davidson Requirements, and unless otherwise specifically authorized in advance by the Railroad Representative, consistent with the agreements between the Railroad and NTTA. Nothing shall be done or permitted to be done by Contractor at any time that would in any manner impair the safety of such operations. When not in use, except as and to the extent provided for in the Special Davidson Requirements, Contractor's machinery and materials shall be kept at least fifty (50) feet from the centerline of Railroad's nearest track, and there shall be no vehicular crossings of Railroad's tracks except as specifically authorized in advance by the Railroad Representative, consistent with the agreements between the Railroad and the Contracting Party. B. Operations of Railroad and work performed by Railroad personnel and delays in the work to be performed by Contractor caused by such railroad operations and work are expected by Contractor (other than as permitted under the Special Davidson Requirements), and Contractor agrees that Railroad shall have no liability to Contractor, or any other person or entity for any such delays. The Contractor shall coordinate its activities with those of Railroad and third parties so as to avoid interference with railroad operations, consistent with the agreements between the Railroad and the Contracting Party, including the Special Davidson Requirements. The safe operation of Railroad train movements and other activities by Railroad takes precedence over any work to be performed by Contractor (other than as permitted under the Special Davidson Requirements, and except as otherwise provided by agreement between the .. Contracting Party and the Railroad). MW D-B-2 14792939\V-13 Section 4. LIENS. Contractor shall pay in full all persons who perform labor or provide materials for the work to be performed by Contractor. Contractor shall not create, permit or suffer any mechanic's or materialmen's liens of any kind or nature to be created or enforced against any property of Railroad for any such work performed. Contractor shall indemnify and hold harmless Railroad from and against any and all liens, claims, demands, costs or expenses of whatsoever nature in any way connected with or growing out of such work done, labor performed, or materials furnished. If Contractor fails to promptly cause any lien to be released of record by its payment, release, or bonding, Railroad may, at its election, discharge the lien or claim of lien at Contractor's expense. Section 5. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. A. Railroad has agreed to relocate certain fiber optic cable systems in the immediate vicinity of the Contractor's work as provided in the Special Davidson Requirements. Fiber optic cable systems may however be buried on other portions of the Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Before working outside of areas from which fiber optic cable has been cleared by Railroad, Contractor shall telephone Railroad during normal business hours (7:00 a.m. to 9:00 p.m. Central Time, Monday through Friday, except holidays) at 1-800-336-9193 (also a 24-hour, 7-day number for emergency calls) to determine if fiber optic cable is buried anywhere on such other property to be used by Contractor. If it is, Contractor will telephone the telecommunications company(ies) involved, make arrangements for a cable locator and, if applicable, for relocation or other protection of the fiber optic cable. Contractor shall not commence any work until all such protection or relocation (if applicable) has been accomplished. B. In addition to other indemnity provisions in this Agreement, Contractor shall indemnify, defend and hold Railroad harmless from and against all costs, liability and expense whatsoever (including, without limitation, attorneys' fees, court costs and expenses) arising out of any act or omission of Contractor, its agents and/or employees, that it causes or contributes to (1) any damage to or destruction of any telecommunications system on Railroad's property, and/or (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 Railroad's property. Contractor shall not have or seek recourse against Railroad for any claim or cause of action for alleged loss of profits or revenue or loss of service or other consequential damage to a telecommunication company using Railroad's property or a customer or user of services of the fiber optic cable on Railroad's property. Section 6. PERMITS - COMPLIANCE WITH LAWS. In the prosecution of the work covered by this Agreement, Contractor shall secure (except as otherwise provided by agreement between the Contracting Party and the Railroad) any and all necessary permits and shall comply with all federal, state and local laws, regulations and •{ enactments applicable to the NTTA or the City (as the case may be) in the performance of the work, including, without limitation, all applicable Federal Railroad Administration regulations. D-B-3 1479M9\V-13 Section 7. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of the work performed by Contractor. Contractor shall be responsible for initiating, maintaining and supervising all safety, operations and programs in connection with the work. Except as otherwise provided in the Special Davidson Requirements, Contractor shall comply with Railroad's safety standards listed in Exhibit D, hereto attached, to ensure uniformity with the safety standards followed by Railroad's own forces. As a part of Contractor's safety responsibilities, Contractor shall notify Railroad if Contractor determines that any of Railroad's safety standards are contrary to good safety practices. Contractor shall furnish copies of Exhibit D to each of its employees before they enter the job site. B. Without limitation of the provisions of paragraph A above, Contractor shall keep ` those conditions and features of the job site under the control of Contractor free from safety and health hazards and ensure that its employees are competent and adequately trained in all safety and health aspects of the job. C. Contractor shall have proper first aid supplies available on the job site so that prompt first aid services may be provided to any person injured on the job site. Contractor shall promptly notify Railroad of any U.S. Occupational Safety and Health Administration reportable injuries. Contractor shall have a nondelegable duty to control its employees while they are on the job site or any other property of Railroad, and to be certain they do not use, be under the influence of, or have in their possession any alcoholic beverage, drug or other substance that may inhibit the safe performance of any work. D. If and when requested by Railroad, Contractor shall deliver to Railroad a copy of Contractor's safety plan for conducting the work (the "Safety Plan"). Railroad shall have the right, but not the obligation, to require Contractor to correct any deficiencies in the Safety Plan. The terms of this Agreement shall control if there are any inconsistencies between this Agreement and the Safety Plan. Section 8. INDEMNITY. A. As used in this Section, "Railroad" includes Railroad and other Railroad companies using the Railroad's property at or near the location of Contractor's work and their officers, agents, and employees; and "Loss" means loss, damage, claims, demands, actions, causes of action, penalties, costs, and expenses of whatsoever nature, including court costs and reasonable attorneys' fees, which result from: (a) injury to or death of persons whomsoever (including Railroad's officers, agents, and employees, Contractor's officers, agents, and employees, as well as any other person); and/or (b) damage to or loss or destruction of property whatsoever (including Contractor's property, damage to the roadbed, tracks, equipment, or other property of Railroad, or property in the Contractor's care or custody). B. As a major inducement and in consideration of the rights of entry herein granted, Contractor agrees, to the extent allowable at law, to indemnify and hold harmless Railroad from any Loss to the extent (and in the proportion) it is due to or arises from the work performed under this Agreement, a breach of this Agreement (including the health and safety provisions D-B-4 14792939\V-13 herein) by Contractor, any activity of Contractor under this Agreement, or any omission or negligence arising out of performance or nonperformance of this Agreement by Contractor. Notwithstanding the foregoing, Contractor shall not be required to indemnify, defend and/or hold harmless Railroad from, and the foregoing indemnity shall not apply to, any pre-existing hazardous or toxic materials or contamination upon or underneath the Railroad's property that may be discovered as a result of Contractor's work, testing or studies. C. Contractor expressly and specifically assumes potential liability under this Section 8 for claims or actions brought by Contractor's own employees. Contractor waives any immunity it may have under worker's compensation or industrial insurance acts to indemnify _. Railroad under this Section 8. Contractor acknowledges that this waiver was mutually negotiated by the parties hereto. D. No court or jury findings in any employee's suit pursuant to any worker's compensation act or the Federal Employers' Liability Act against a party to this Agreement may be relied upon or used by either party in any attempt to assert liability against the other. E. The provisions of this Section 8 shall survive the completion of any work performed by Contractor or the termination or expiration of this Agreement. In no event shall this Section 8 or any other provision of this Agreement be deemed to limit any liability Contractor may have to any Indemnified Party by statute or under common law. Section 9. RESTORATION OF PROPERTY. In the event Railroad authorizes Contractor to take down any fence of Railroad or in any manner move or disturb any of the other property of Railroad in connection with the work to be performed by Contractor, then in that event Contractor shall, as soon as possible and at Contractor's sole expense, but only if and to the extent indicated by the plans, restore such fence and other property to the same condition as the same were in before such fence was taken down or such other property was moved or disturbed. Contractor shall remove all of Contractor's tools, equipment, rubbish and other materials from Railroad's property promptly upon completion of the work, restoring Railroad's property to the same state and condition as when Contractor entered thereon. Section 10. WAIVER OF DEFAULT. Waiver by Railroad of any breach or default of any condition, covenant or agreement herein contained to be kept, observed and performed by Contractor shall in no way impair the. right of Railroad to avail itself of any remedy for any subsequent breach or default. Section 11. MODIFICATION - ENTIRE AGREEMENT. No modification of this Agreement shall be effective unless made in writing and signed ` by Contractor and Railroad. This Agreement and the exhibits attached hereto and made a part hereof constitute the entire understanding between Contractor and Railroad and cancel and supersede any prior negotiations, understandings or agreements, whether written or oral, between Contractor and the Railroad with respect to the work to be performed by Contractor. D-B-5 14792939\V-13 P�.- Section 12. ASSIGNMENT - SUBCONTRACTING. Contractor shall not assign this Agreement, or any interest therein, without the written consent of the Railroad, provided that Contractor shall have the right to enter into subcontracts for the performance of the work on the condition that the subcontractors provide the insurance coverages set forth below. Contractor shall be responsible for the acts and omissions of all subcontractors., Before Contractor commences any work, the Contractor shall, except to the extent prohibited by law; (1) require each of its subcontractors to include the Contractor as "Additional Insured" in the subcontractor's Commercial General Liability policy and Business Automobile policies with respect to all liabilities arising out of the subcontractor's performance of work on behalf of the Contractor by endorsing these policies with ISO Additional Insured Endorsements CG 20 26, and CA 20 48 (or substitute forms providing equivalent coverage); (2) require each of its subcontractors to endorse their Commercial General Liability Policy with "Contractual Liability Railroads" ISO Form CG 24 17 10 01 (or a substitute form providing equivalent coverage) for the job site; and (3) require each of its subcontractors to endorse their Business Automobile Policy with "Coverage For Certain Operations In Connection With Railroads" ISO Form CA 20 70 10 01 (or a substitute form providing equivalent coverage) for the job site. D-B-6 14792939\V-13 r EXHIBIT C TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT .,, Contractor's Right of Entry Agreement Insurance Requirements for Crossing Project Davidson Yard, Fort Worth, Texas r Contractor shall, at its sole cost and expense, procure and maintain during the course of the work and until all work on Railroad's property has been completed and the Contractor has removed all -� equipment and materials from Railroad's property and has cleaned and restored Railroad's property as required in the applicable agreements, the following insurance coverage: A. Commercial General Liabilitv insurance. Commercial general liability (CGL) with a limit of not less than $25,000,000 each occurrence and an aggregate limit of not less than $25,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: ❑ "Contractual Liability Railroads" ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. ❑ "Designated Construction Project(s) General Aggregate Limit" ISO Form CG 25 _ 03 03 97 (or a substitute form providing equivalent coverage) showing the project location as described in the Agreement on the form schedule. B. Business Automobile Coveraae insurance. Business auto coverage written on ISO form CA 00 01 (or a substitute form providing equivalent liability coverage) with a limit not less than $2,000,000 for each accident. Such insurance shall cover liability arising out of 'No any auto (including owned, hired, and non -owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: ❑ "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing "Union •• Pacific Property" as the Designated Job Site. ❑ Motor Carrier Act Endorsement - Hazardous materials clean up (MCS-90) if required by law. C. Workers' Compensation and Emnlovers' Liabilitv insurance. Coverage must include but not be limited to: D-C-1 1479293%V-13 Am ❑ Contractor's statutory liability under the workers' compensation laws of the state .. where the work is being performed. ❑ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. Wd The policy must contain the following endorsement, which must be stated on the certificate of insurance: ❑ Alternate Employer endorsement ISO form WC 00 03 01 A (or a substitute form providing equivalent coverage) showing Railroad in the schedule as the alternate employer (or a substitute form providing equivalent coverage). If Contractor is self -insured, evidence of state approval and excess workers compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. JW D. Railroad Protective Liability insurance. Contractor must maintain "Railroad Protective Liability" insurance' written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Railroad as named insured, with a limit of not less than $5,000,000 per occurrence and an aggregate of $10,000,000. A BINDER STATING THE POLICY IS IN PLACE MUST BE SUBMITTED TO RAILROAD BEFORE THE WORK MAY BE COMMENCED AND UNTIL THE ORIGINAL POLICY IS FORWARDED TO RAILROAD. E. Umbrella or Excess insurance. If Contractor utilizes umbrella or excess policies, these policies must "follow form" and afford no less coverage than the primary policy. F. Pollution Liabilitv insurance. Pollution Liability coverage must be included when the scope of the work as defined in the Agreement includes installation, temporary storage, or disposal of any "hazardous" material that is injurious in or upon land, the atmosphere, or any watercourses; or may cause bodily injury. If required, coverage can be provided by policy or by endorsement to Contractor's CGL policy. In either form, coverage must be equivalent to that provided in ISO form "Pollution Liability Coverage Form Designated Sites" CG 00 39 12 04, with limits of at least $2,000,000 per occurrence and an aggregate limit of $4,000,000. If the scope of work as defined in this Agreement includes the disposal of any hazardous or non -hazardous materials from the job site, Contractor must furnish to Railroad evidence of pollution legal liability insurance maintained by the disposal site operator for losses arising from the insured facility accepting the materials, with coverage in .. minimum amounts of $1,000,000 per loss, and an annual aggregate of $2,000,000. s r 14792939\V-13 D-C-2 s Other Requirements G. All policy(ies) required above (except worker's compensation and employers liability) must include Railroad as "Additional Insured" using ISO Additional Insured Endorsements CG 20 26, and CA 20 48 (or substitute forms providing equivalent coverage). The coverage provided to Railroad as additional insured shall, to the extent provided under ISO Additional Insured Endorsement CG 20 26, and CA 20 48 provide coverage for Railroad's negligence whether sole or partial, active or passive, and shall not be limited by Contractor's liability under the indemnity provisions of this Agreement. Contractor shall, except to the extent prohibited by law: (1) require each of its subcontractors to include the Contractor as "Additional Insured" in the subcontractors Commercial General Liability policy and Business Automobile policies with respect to all liabilities arising out of the subcontractor's performance of work on behalf of the Contractor. (2) Contractor shall require each of its subcontractors to endorse their Commercial General Liability Policy with "Contractual Liability Railroads" ISO Form CG 24 17 10 01 (or a substitute form providing equivalent coverage) for the job site; and (3) require each of its subcontractors to endorse their Business Automobile Policy with "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) for the job site. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. I. Contractor waives all rights against Railroad and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by the workers compensation and employer's liability or commercial umbrella or excess liability insurance obtained by Contractor required by this agreement (WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE). J. Prior to commencing the work, Contractor shall furnish Railroad with a certificate(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements in this Agreement. K. All insurance policies must be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the work is to be performed. L. The fact that insurance is obtained by Contractor will 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 Railroad from Contractor or any third party will not be limited by the amount of the required insurance coverage. 14M939\V-13 D-C-3 6" AW 147929391V-13 EXHIBIT D TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT, [follows] D-D-1 EXHIBIT D TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Minimum Safety Requirements for Project Partners Contractors SH 121 PROJECT / DAVIDSON YARD FORT WORTH, TEXAS 1 14802924\V-3 Minimum Safety Requirements For Project Partner Contractors Table of Contents 1.0 General Safety Requirements 1.1 Regulatory Training Requirements 2.0 Clothing 3.0 Personal Protective Equipment 4.0 Equipment 5.0 Working Around Live Track Red Zones 6.0 On -Track Safety 7.0 Lockout / Tagout Procedures The Railroad is committed to providing the safest workplace possible for, not only our own employees, but also the Contractor's employees and its subcontractors' employees. Adherence to these minimum safety requirements, plus additional instructions at the job site, will help to ensure an injury -free project. The Railroad Representative is authorized to take any actions necessary to prevent injuries to any person, damage to Railroad property, disruption of Railroad operation, and the safety of the public. Reference is made to the Formal Agreement dated January 8, 2009, as amended by First Amendment to Formal Agreement dated May 19, 2009, a Second Amendment to Formal Agreement dated June 17, 2009, a Third Amendment to Formal Agreement dated August 20, 2009, a Fourth Amendment to Formal Agreement dated September 1, 2009 and a Fifth Amendment to Formal Agreement dated September 2009. Notwithstanding that the 4+4+4 Plan is designed to allow temporary track closures of groups of tracks to allow construction by the Project Partners' Contractors of the SWP Bridge and the construction of the new Hulen Street Bridge and demolition of the existing Hulen Street Bridge, these Minimum Safety Requirements are applicable to all activities of the Project Partners' Contractors and their subcontractors that are within Davidson Yard. N 14802924\V-3 1.0 General Safety Requirements Within the Davidson Yard The safety of personnel, property, rail operations, and the public is of paramount importance in execution of the work within the Davidson Yard pursuant to this Agreement. The terms Contractor and Contractor Employees as used in this document refer to all Employees of the Contractor as well as all Employees of any subcontractor that are engaged in any activities within the Davidson Yard. _ The Contractor shall have a Safety Representative on -site at all times, responsible for and to oversee all requirements contained herein and for coordination with the Railroad Representative. The Contractor shall be responsible for the safety of his workers and subcontractors in compliance with Federal, State, and Local Regulatory Agencies including but not limited to the Occupational Safety Health Administration and the Federal Railroad Administration. As reinforcement and in furtherance of overall safety measures to be observed by the Contractor (and not by way of limitation), the following special safety rules shall be followed: The Contractor shall keep those conditions and features of the job site under the control of Contractor free from safety and health hazards and ensure that its Contractor Employees are competent and properly trained in all safety and health aspects of the job. Specifically, the Contractor must ensure that: The Contractor shall have proper first aid supplies available on the job site and someone trained as a I' responder so that prompt first aid services can be provided to any person that may be injured on the job site. The Railroad is promptly notified of any reportable injury (as defined by the U. S. Occupational Safety and Health Administration) to an employee that occurs during the performance of work at the job site. The Railroad is promptly notified of any damage to Railroad property. Contractor Employees do not use, be under the influence of, or have in their possession any alcoholic beverage or illegally obtained drug, narcotic, or other substance while on Railroad property. All waste generated by Contractor is properly disposed of in accordance with applicable federal and state regulations. No open fires are permitted on Railroad property. All Contractors vehicles must stop at all railroad crossings to ascertain the way is clear. Seat belts must be worn on vehicles and equipment so equipped. All Contractor vehicles and construction equipment / cranes, etc., must be equipped with an audible backup warning device, fire extinguisher and first -aid kit. 3 14802924\V-3 1.0 Headlights must be turned "on" when operating motor vehicles on Railroad property. It is permissible to turn headlights off when stopped on Railroad property at night to prevent "blinding" other personnel working in the same area. Always keep vehicles a safe distance away from the outside of the rail consistent with the distances and criteria established in the Construction Coordination Agreement between the Railroad, the City of Fort Worth and the North Texas Tollway Authority and the exhibits thereto, including the Constraints, Allowances and Requirements for Construction over the Davidson Yard (collectively, the "Construction Coordination Agreement"), and DO NOT park vehicles or equipment foul of a live railroad track. Contractor or Contractor Employees will notify Railroad Representative of any hazardous material spill observed in their work area. A Railroad Representative and the Contractor's Safety Representative will coordinate and establish a scheduled frequency to conduct job -safety briefings to be convened during the duration of the construction contract. The Railroad Representative will participate in or otherwise conduct a portion of the job -safety briefing in cooperation with the Contractor, and as so coordinated, may call a job -safety briefing at times other than the scheduled frequency. Contractor Employees will participate in and comply with all job -safety briefings. During these briefings, the Contractor and the Railroad Representative will specify safe work procedures, the potential hazards of the job, and Emergency Response Procedures. If any participant has any questions or concerns about the work, he/she must voice them during the job briefing. Additional job briefings will be conducted during the work as conditions, work procedures, or personnel change. Contractor and Contractor Employees must take every precaution to prevent injury to themselves, other employees, and the _ public. All excavations, holes and trenches are to be protected in accordance with regulatory requirements and the Contractor's established procedures to prevent injuries to other workers, Railroad employees or the public. The Contractor's Safety Representative and the Railroad Representative shall work together to address safety conditions and establish safe workable solutions based on site conditions. Contractor shall ensure that the Railroad policy of NO SMOKING on Railroad property is enforced. All Contractor and Contractor Employees must comply with the following safety procedures when working around any railroad track: Always be on the alert for moving equipment. Contractor Employees must always expect movement on any live track, at any time, in either direction. The Yard utilizes remove control locomotives (RLC) for moving cars. An engineer likely will not be in the cab. Do not step or walk on the top of the rail, frog, switches, guardrails, or other track components. n 14802924\V-3 In passing around the ends of standing cars, engines, roadway machines or work equipment, leave a minimum of 20 feet between yourself and the end of the equipment. Do not go between pieces of equipment on a live track if the opening is less than 100 feet as a minimum. Avoid walking or standing on a track unless authorized by the Railroad Representative. Before stepping over or crossing tracks, look in both directions first. Do not sit on, lie under, or cross between cars except as required in the performance of your duties and only when equipment has been protected against movement and authorized by the Railroad Representative. Do not leave tools or materials any closer to the track than permitted by the defined work zone and the Construction Coordination Agreement requirements. As it pertains to safety, for all Contractor work outside of an Absolute Work Zone, but within the Contractor's defined work zone, the Contractor and the Railroad shall coordinate and be aware of their respective adjacent activities. The Contractor's Safety Representative and the Railroad's Representative shall work together to identify any potential safety issues and develop any necessary safety awareness guidelines, action plans, or observation tools to aid respective employees in conducting themselves in a safe manner. These efforts shall be for the benefit of all parties and shall not unduly restrict either party from a productive work environment. All Contractor Employees shall comply with all Federal, State and local regulations concerning Workplace Safety. 1.1 Controlled Access Policy Railroad and Contractor have a mutual interest in providing a safe workplace for the existing employees of both Parties and in maintaining the integrity and security of Railroad's facilities. To help ensure this goal, Railroad has instituted a Controlled Access Policy. All persons seeking admission to Railroad property will apply (the "Applicants") for admission to the property. Contractor will conduct background investigations of Applicants prior to their admission to the Railroad property. Prior to any new or existing employee of Contractor working at or regularly visiting any Railroad facility, Contractors must register with the Railroad's approved risk assessment company. • Contractors must then present and secure Background Check Consent Forms from each of their employees who are, in the course of their duties, working on Railroad's property or facilities. • Any of Contractor's employees who refuse to provide consent to a background check will not be allowed to conduct work in Davidson Yard or on or near Union Pacific facilities. • Contractors will then submit SSNs of the individuals they employ who will require a photo identification badge (the "Identification Badge") to the Railroad's approved risk assessment company via the Website. 5 14802924\V-3 No Im • Contract employees ("Contractees") will then submit a photo of themselves and complete the program testing online via the Railroad's approved risk assessment company's Website. • The program testing requires "Security Awareness" and, in the following cases only when applicable to the type of service being provided by the Contractee, an "Engineering Safety Training Orientation and Test", a "Mechanical Safety Training Orientation and Test", and an "Automobile Load/Unload Contractor Safety Orientation Course". • After the Contractee satisfactorily completes the examination, a background investigation is automatically triggered. • The Railroad's approved risk assessment company program will then score the investigation to validate whether an individual meets all the criteria for the Railroad. • When a satisfactory score is rendered, the Railroad's approved risk assessment company will automatically print an Identification Badge authorizing access to Railroad property and mail the Identification Badge to the Contractor's business address for distribution to Contractee. • Contractee is responsible for wearing that badge and carrying another form of government -issued ID at all times when on Railroad property. • All communication regarding Contractor's employees should be addressed to: Bill Chandler Union Pacific Railroad Company - Safety Department 137 West 200 North Hyde Park, UT 84318 Phone (435) 563-8253Fax (435) 563-8295 E-mail: WLCHANDL@up.com • Contractor shall be responsible for managing and recovering the Identification Badge from their employees who resign, retire or are terminated. • Railroad shall have the right to reject any candidate to the extent permitted by all applicable law. • To the extent that any portion of these requirements violate a law, ordinance, statute, or regulation that portion shall be ignored and applicant shall comply with all remaining portions of the application process. It is expected that Contractor will be primarily responsible for enforcement of this program; however, both Railroad and the Federal Railroad Administration will be auditing for compliance. Should any Contractor be found out of compliance, any and all fines or penalties incurred will be the sole obligation of Contractor. 1.2 Regulatory Training Requirements Railroad insists on 100% training compliance that is required by all Federal, State and Local Safety Regulations applicable to the NTTA or City in the performance of the work. Contractors must be aware of, understand and comply with ALL Federal, State and Local Workplace Safety Regulations applicable to the NTTA or the City in the performance of the Work, including, but not limited to, the following: • Fall Protection The Contractor must ensure that its employees comply with fall protection requirements contained in: 14802924\V3 R • OSHA's Fall Protection regulations 29 CFR 1926, Subpart M when working on elevated structures. The Contractor shall conduct its work and where necessary have standard and case specific work procedures in accordance with the above regulations. The procedures shall be reviewed before construction begins and on a regular basis, with the Railroad Representative. • Confined Spaces The Contractor must ensure that its employees comply with OSHA's Confined Space regulations 29 CFR 1910.146. The Contractor shall conduct its work and where necessary have standard and case specific confined space work procedures in accordance with these regulations and shall review these procedures with the Railroad Representative. Examples of confined spaces on railroads are: • Sanitary and storm sewer systems • Underground utility vaults • Pipe/utility tunnels • Pits In addition, the Contractor must: - • Obtain any available information regarding permit -required confined space hazards and entry operations from the Railroad Representative. • Coordinate entry operations with the Railroad Representative, when both Railroad's employees and Contractor personnel will be working in or near the permit -required confined spaces, so employees of both the Railroad and the Contractor do not endanger each other. • Excavation Work The Contractor must ensure that all employees comply with OSHA's Excavations regulations 29 CFR 1926, Subpart P. When required, the Contractor must prepare a shoring plan per the "Guidelines for Temporary Shoring". The Contractor shall conduct its work and where necessary have standard and case specific work procedures in accordance with the above regulations and guidelines. The procedures shall be reviewed before construction begins in or around an excavation and on a regular basis with the Railroad Representative. • Hazardous Chemicals In accordance with the Hazard Communication Standard (HCS) issued by the Occupational Safety and Health Administration (29 C.F.R. Part 1910.1200), the Railroad has developed and implemented its Hazard Communication Program. At the specific Railroad facilities where potentially hazardous chemicals may be present, the Railroad maintains a copy of its Hazard Communication Written Plan ("Written Plan") which, among other things, includes a list of the hazardous chemicals that may be present at the facility involved and the availability of Material Safety Data Sheets (MSDS). The Written Plan shall be provided to the Contractor prior to start of construction, which may be reviewed by any of its officers, employees and agents. The Contractor shall determine if the Work to be performed by Contractor under normal conditions or in a foreseeable emergency will expose the Contractor, its officers, employees or agents to any hazardous chemicals on Railroad property as listed in the Written Plan and if so shall (1) review the Written Plan for the specific facility involved, and (2) inform its officers, employees and agents of such hazardous chemicals. If requested by the Contractor, the Railroad will provide a copy of all applicable MSDS for review and understanding of potential hazards. 7 14802924w-3 The HCS also requires that the parties to this Agreement exchange MSDS, as well as any additional information about precautionary measures necessary to protect both parties' employees where exposure may occur. The Contractor shall provide such information to the Railroad, its officers, employees and agents, before the Contractor uses any hazardous chemicals (as defined in the HCS) in, on or about any premises or facilities of the Railroad. In the event of a spill involving hazardous chemicals, the Contractor must immediately contact the Railroad Representative. • Asbestos The Contractor must ensure that all employees comply with OSHA's Asbestos regulations 29 CFR 1926.1101 when working with any materials known to contain asbestos. The Railroad shall inform the Contractor of any known asbestos contaminants in or near the Contractor's work zone(s). In the event the Contractor will be working with any materials known to contain asbestos, the Contractor shall have standard and case specific work procedures in accordance with the above regulations. • Lead The Contractor must ensure that all employees who are exposed to lead comply with OSHA's Lead regulations 29 CFR 1926.62. The Railroad shall inform the Contractor of any known lead contaminants in or near the .. Contractor's work zone(s). If there is a known existence of lead, the Contractor shall have work procedures in accordance with the above regulations that protects its employees and others from lead exposure. • Roadway Worker Protection The Contractor must ensure that its employees comply with the FRA's Roadway Worker Protection regulations as required by 49 CFR 214.343 when they are working within 25 feet of any live track unless a Railroad flagger is present to authorize movements or such employees are within a work zone and separated from such live track by a .. semi -permanent fence as provided for in the Construction Coordination Agreement. Written documentation of training and qualification must be carried by Contractor employees. In any situations where the regulations and the Construction Coordination Agreement are in conflict, the Contractor and the Railroad Representative shall develop safe workable solutions. The Contractor's work procedures shall comply with the above agreement and regulations. 2.0 Clothing The Contractor is responsible to ensure that all Contractor Employees will be suitably dressed to perform their duties safely and in a manner that will not interfere with their vision, hearing, or free use of their hands or feet. Specifically, the Contractor Employees must wear: • Waist length shirts with sleeves. • Trousers that cover the entire leg. If flare -legged trousers are worn, the trouser bottoms must be tied to prevent catching. • Contractor Employees must not wear loose or ragged clothing, neckties, finger rings, or other loose jewelry while operating or working on machinery. 3.0 Personal Protective Equipment The Contractor shall require its Employees to wear personal protective equipment as specified by OSHA and Railroad rules and regulations. In particular, the protective equipment to be worn shall be: • Hard hat that meets the American National Standards Institute (ANSI) Z89.1 latest revision. Eye protection that 1.1 14802924\V-3 meets the ANSI standard for occupational eye and face protection, Z87.1 latest revision. Additional eye protection must be provided to meet specific job situations such as welding, grinding, burning, etc. During fueling operations, splash goggles or face shield with safety glasses is required and face shield must be in the down „w position when standing directly behind the fuel nozzle. • Hearing protection that affords enough attenuation to give protection from noise levels that will be occurring on the job site. Hearing protection, in the form of plugs or muffs, must be worn when Contractor Employees are within: .. 0 100 feet of a locomotive/Refrigeration Car or roadway/work equipment 0 15 feet of power operated tools 0 150 feet of jet blowers or pile drivers 0 150 feet of retarders in use (when within 10 feet, Contractor Employees must wear dual ear protection plugs and muffs) Safety -toed footwear that conforms to the American National Standards Institute (ANSI) must be worn while on the job. -- Shoes must have a defined heel and no thin soled or canvas style shoes shall be worn. Other types of personal protective equipment, such as respirators, fall protection equipment, orange reflectorized vests, and face shields, must be worn as dictated by the working conditions or area the Contractor Employees are in. • Effective November 24, 2008, federal regulation (23 CFR 634) mandates that anyone working in the right-of-way of a federal -aid highway must be wearing high -visibility clothing that meets the requirements of ANSI / ISEA 107;2004 edition class 2 or 3. High -visibility clothing is defined to mean personal protective safety clothing that is intended to provide conspicuity during both daytime and nighttime usage, 4.0 On Track and Off Track Work Equipment It is the responsibility of the Contractor to ensure that all work equipment is in a safe condition to operate. There must be a written inspection process regarding regular periodic inspections for work equipment operated on Railroad property, including inspections mandated by FRA, AAR, OSHA and/or other government agencies. In addition to the inspection "' process there must be a written maintenance process that includes timelines regarding resolution of safety sensitive defects. If, in the opinion of the Railroad Representative, any of the Contractor's equipment is unsafe for use, the Contractor shall remove such equipment from the Railroad's property. As required for specialized construction equipment such as cranes and drill rigs, the Contractor must ensure that all operators and support personnel are property qualified and trained regarding operation of such equipment. Written documentation of training and qualification must be carried by Contractor employees. In addition: • The operators of all work equipment must be properly trained and competent in the safe operation of the equipment. Operators must be: o Familiar and comply with OSHA regulations on lockout/tagout of work equipment. 0 14802924\VJ o If applicable to the work being performed, familiar and comply with FRA Regulation Title 49CFR214 Subpart D dealing with Roadway Maintenance Machine Safety. ' o If operating any equipment that moves railcars or any other rail -bound equipment, trained in and comply with the applicable air brake rules. • The operator's manual, which includes instructions for safe operation, must be kept with each machine. • All self-propelled equipment is equipped with fire extinguisher and audible back-up warning device. • Unless permitted under the Construction Coordination Agreement or otherwise authorized by the Railroad Representative, all unattended equipment is parked a minimum of 25 feet from any live track and minimum of 250 feet from any active road crossing. Before leaving any equipment unattended, the operator must stop the engine and properly secure the equipment against movement. • Cranes are equipped with three orange cones that will be used to mark the working area of the boom and load and the minimum clearances to overhead power lines. All overhead lines are considered to be high voltage. • All moves are well communicated by the Contractor and coordinated with other Contractor employees. Where moves transition between work zones or conflict with Railroad employee movements or operations, such moves shall be well communicated and coordinated with the Railroad Representative at the job site. Emergency signals to stop movements may be given by anyone. • No handbrakes are released on rolling equipment unless authorized by Railroad Representative. • No derails are applied or removed without Railroad Representative permission. • The Contractor shall provide its own Hazardous Energy Control (Lock-out/Tag-out) procedures and devices to prevent injury to Railroad and Contractor Employees from unexpected energization, start-up, or release of stored power in machines with which they are working. • The Contractor shall comply with all requirements of the U.S. Occupational Safety and Health Administration (OSHA) Standard 29 CFR 1910.147 on controlling hazardous energy 5.0 Working Around Live Tracks (Red Zones) Track within an Absolute Work Zone is not considered live track except for tracks LD 101-104 and LD 105-108 which shall be operational for approximately 10-15 minutes every two (2) hours even when included in an Absolute Work Zone as further provided in the Construction Coordination Agreement. Prior to beginning work on live track the Contractor must coordinate with the Railroad Representative and a job -safety briefing must be conducted with the Railroad Representative. Engineering Department Contractors are govemed by FRA Roadway Worker Protection regulations, referenced in 49CFR214, Subpart C, which requires some form of On -Track Safety prior to fouling any track. am Red Zones are defined as that area within an arms length of the track, or any physical position, which places the employee in a life -threatening situation. The following two rules are key to Red Zone compliance. Alert to Train Movement Contractor Employees must expect the movement of trains, engines, cars or other moveable equipment at any time, on any track and in either direction. 10 14802924\V-3 Sufficient Distance Maintain a safe distance from equipment and DO NOT: • Cross or step foul of tracks closely in front of or behind moving equipment or close to the end of Railroad equipment. • Go between standing Railroad equipment if the opening is less than 100 feet. • Cross tracks in front of or behind standing Railroad equipment unless there is at least 20 feet between the employee and the equipment. 6.0 On -Track Safety The Contractor is responsible for compliance with the Federal Railroad Administrations Roadway Worker Protection regulations (49CFR214, Subpart C) and UPRRs On -Track Safety rules. Under 49CFR214, Subpart C, Contractors are responsible for the training and qualifications of their employees on these regulations. Contractor employees must have documentation of their training and qualifications while on the work site. At a minimum, each Contractor employee must be trained as a [Roadway Worker]. In addition to the instructions contained in FRAs Roadway Worker Protection regulations, all Contractor employees must: • Maintain a distance of at least 25 feet to any live track, unless a Railroad flagger is present to authorize movements or such employees are within a work zone and separated from such live track by a semi -permanent fence as provided for in the Construction Coordination Agreement. • Wear an orange, reflectorized vest or similar orange, reflectorized workwear approved by the Railroad's ` Representative. (High visibility safety apparel must be worn when working adjacent to Federal highway) • Participate in a job briefing that will specify the type of On -Track Safety for the type of work being performed. Contractors must take special note of limits of track authority, which tracks may or may not be fouled, and clearing the track. They will also receive special instructions relating to the work zone around Railroad machines and minimum distances between Railroad machines while working and traveling. 7.0 Lockout / Tagout Procedures on Equipment The Contractor must be aware of and Contractor Employees must adhere to applicable State, Federal and Railroad rules and regulations on lockout/tagout. A. Lockout/Tagout Procedures During Work. Where practical, Contractor's equipment shall be serviced, maintained, adjusted or repaired clear of any live track. Follow these steps when servicing, maintaining, adjusting, or repairing equipment during the course of work when On -Track Safety has been established: 1. Notify the Railroad Representative and the equipment operators on both sides of your equipment that a lockout/tagout is in progress. Let them know where you are located and in which direction you are working, so they will know whether you are behind them or in front of them. 11 14802924W 3 2. Place 1 orange cone in the center of the track at least 15 feet from each end of your equipment. no Note: Other equipment operators are required to stop when approaching an orange cone and may not proceed until it is removed. 3. Tagout the equipment according to the procedures in Section D. 4. After completing the maintenance or repair, promptly notify the Railroad Representative and all affected " employees that you are discontinuing the lockout/tagout process. 5. Remove the cones and tags. B. Lockout/Tagout Procedures When Equipment Is Tied Up. When equipment is tied up on a track, follow these steps to service, maintain, adjust, or repair equipment: 1. Ensure that switches leading to the equipment have been lined against the track the equipment is on. • Ensure that switches are spiked, clamped, tagged, and locked to prevent movements onto that track. • If the switches cannot be locked, or if it is necessary to use part of the track for train or track car movements, you may protect equipment with a derail that is locked in the derailing position 150 feet or as conditions warrant in advance of the equipment. 2. Apply your scissors lock, personal padlock, and tag to these switches or derails. Note: The scissors lock allows others working on equipment to place their personal padlocks and tags to ensure their own lockout/tagout protection. EXCEPTION: When equipment is tied up under the direct supervision of an employee in charge: • The employee in charge may provide protection as long as he or she can prevent any movements onto that track. • Before beginning work, the operator or mechanic must inform the employee in charge of the operator or mechanic's presence and request permission to work on the equipment. • The employee in charge must not release the limits or allow movements onto the track until he or she communicates with all affected employees to make sure they are in the clear. 3. Place 1 orange cone on each side of your equipment. EXCEPTION: If other equipment is within 15 feet, place the orange cones as far in advance of your equipment as possible. 4. Tagout the equipment according to the procedures in Section D. Note: If other employees are present, conduct a job briefing to discuss the lockout/tagout process being used. 1W 5. After completing the maintenance or repair, promptly notify the employee in charge and all affected employees that you are discontinuing the lockout/tagout process. 12 14802s24N3 6. Remove the cones, tags, and locks. 7. When the last lock is removed, remove the scissors lock. C. General Tagout Procedures. Follow these steps to tagout equipment: - 1. Apply the equipment's parking brake. 2. Test the brake to make sure it holds the equipment in position. If the brake does not hold, or if you are not .. sure it will hold, block the equipment to prevent any unexpected movement. 3. Lower all hydraulic components to the ground or secure them with their locking devices. 4. Mechanically secure all equipment components in a safe condition. Note: Components must be mechanically locked or blocked to prevent any movement of the equipment or component, which could endanger workers in the area. 5. Shut down the equipment at the operator's controls. 6. Attach a "Do Not Operate" tag at the operator's controls for each worker. 7. Remove the key from the ignition switch of engine powered equipment such as welders, light plants, small compressors, etc. If the ignition key does not remove all electrical control sources, or if the equipment does not have an ignition key switch, place the main battery switch in the OPEN position and secure the battery box. Attach a "Do Not Operate" tag. If the equipment does not have a battery disconnect switch, disconnect the battery leads and attach a "Do Not Operate" tag to the battery lead. Place as many tags as necessary to ensure that the equipment will not be started or energized unexpectedly. 8. Remove any sources of stored energy, including: • Electrical • Mechanical • Hydraulic • Pneumatic • Chemical • Thermal • Any other sources that may activate a component 9. Follow any special manufacturer procedures to ensure that the equipment is safe for performing maintenance or service. 10. Test the security of the tagout. If the equipment cannot be started and the components cannot be energized, you can start maintenance or service safely. 13 14802924W-3 8.0 Railroad's Responsibility for Protecting Absolute Work Zones As provided in the Construction Coordination Agreement, the Railroad flagger shall render all tracks within an Absolute Work Zone inaccessible to rail -mounted traffic at or beyond the point of connection with live track, so as to avoid inadvertent access into the Absolute Work Zone by the Railroad's trains, engines, cars or other moveable equipment. As limited by the Construction Coordination Agreement and all applicable agreements, should the Railroad be required to enter an Absolute Work Zone with trains, engines, cars or other moveable equipment, the Railroad shall notify and coordinate with the Contractor in advance. 8.1 Construction Activities near Live Tracks When Contractor's work occurs near live track requiring a coordinated stoppage of the Railroad's trains, engines, cars or other moveable equipment and personnel, the Contractor and the Railroad Representative shall communicate and MW coordinate to define all safe distances and space needed by the Contractor to perform its duties safely. ami r 14 14802924\V-3 EXHIBIT E-1 Im TO CONSTRUCTION COORDINATION AGREEMENT Approved Crossing Proiect Plans and UPRR Review Comments and UPRR-Wilson Comments .. NTTA Plans for SWP reviewed by UPRR: SWP Section 1 4/30/09 SWP Section 2 3/24/09 SWP Section 213 6/29/09 initial, 8/7/09 rev Additionally, wall design calculations, plans, and geotechnical reports were provided to UPRR on 8/14/09 for walls 121-3, 121-7, 121-8, 121-11, 121-14, RWUPO1, and RWUP02. s .r QC/QA COMPLIANCE: UPRR Comments SWP SE01 SH 121 Southwest Parkway (Section 1) UPRR Review Comments Scott Huffman Project Manager Discipline & Reviewer Review Comment Comments Page No. No. 1. Provide final cross sections. UPRR 3 UP-01 1. Call out locations for right of way fence, RFD-002. UPRR 375 UP-02 1. Call out locations for right of way fence, RFD-002, and double leaf gate UPRR 377 UP-03 at UPRR Access. 2. Show proposed right of way line at correct location. UPRR 377 UP-04 1. Show proposed concrete -lined ditch on railroad side of wall in plan and UPRR 511 UP-05 section as previously agreed. Concrete ditch construction is NTTA responsibility. 2. Show proposed right of way line and dimension to control point in section. UPRR 511 UP-06 Interim Submittal - UPRR Updates (5/4/09) Date : August 26, 2009 Reviewer Name: UPRR Office: Jacobs - Fort Worth Phone : (817) 735-2858 Email: soott.vates(a)..iacobs.com Response Ag ree Agree Agree Agree Agree Agree UPRR 518 UP-07 1. Show proposed ditch on railroad side of wall in plan and section. Agree 2. Show proposed right of way line and dimension to control point in UPRR 518 UP-08 section. Agree 3. Plan and section call for MSE wall at W121_8. MSE wall will not be UPRR 518 UP-09 allowed to support railroad tracks. Correct plan and section. Agree Action taken Resolution Meeting 9/21 /09 RTG will continue to coordinate with Hanson/Wilson on the Resolved earthwork effort Modify drawing to show new ROW/Coexistence line and Resolved fencing. Modify drawing to show new ROW/Coexistence line, Resolved fencinq.and double gate. Modify drawing to show new ROW/Coexistence line, Resolved fencinq.and double gate. Will show in plan view Resolved Will add call -out to the layouts. However, the line has always Resolved been referred to as a 'Proposed ROW' will "coexistence line" (this is the be used call -out that will be used) not a Note to all: "Proposed ROW" line. Will, 'coexistence line' is no also, show on the retaining wall longer to be used section A -A. Will revise for next submittal. Resolved Will revise for next submittal per response to comment UP- Resolved 06. Will revise to Retaining Wall (Spread Foot ng)(Special) for Resolved next submittal. SWP-SE01-UPRR_comment-form_2009-08-26_Response-rev.xls 1 of 4 SWP SE01 100% Interim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE01 Review Discipline 8 Resolution Meeting Reviewer Page No Comment Comments Response Action taken 9121/09 No. 4. The location of the cleanout is shown on the south side of the retaining UPRR 518 UP-10 wall, on the section A -A view it is shown on the north side of the retaining Agree Will verify and revise for Resolved wall. Which one would be correct? consistency for next submittal. 1. Correct wall description on plan. Not an MSE wall. Will revise to Retaining Wall UPRR 519 UP-11 Agree (Spread Footing)(Special) for Resolved next submittal. 2. RETAINING WALL W121 11 PLAN & PROFILE STA 10+00.00 TO STA UPRR 519 UP-12 13+60.00 — The location of the cleanout is shown on the south side of the Agree Will verify and revise for Resolved retaining wall, on the section A -A view it is shown on the north side of the consistency for next submittal. retaining wall. Which one would be correct? 1. Show proposed right of way line and dimension to control point in Will revise for next submittal UPRR 520 UP-13 section. Agree per response to comment UP- Resolved O6. 2. The location of the cleanout is shown on the south side of the retaining Will verify and revise for UPRR 520 UP-14 wall, on the section A -A view it is shown on the north side of the retaining Agree Resolved wall. Which one would be correct? consistency for next submittal. UPRR 524 UP-15 1. Show proposed railroad roadbed and ditch on railroad side of wall in Agree Will revise for next submittal. Resolved plan and section. 2. Show proposed right of way line and dimension to control point in Will revise for next submittal UPRR 524 UP-16 section. Agree per response to comment UP- Resolved 06. 3. From previous discussions we were assuming that a concrete ditch UPRR 524 UP-17 would be paralleling your retaining wall on the south side, all you show now Agree Will verify and revise as Resolved is deanouts with a 2' mow strip that is flat across. Is there a reason for the necessary for next submittal. change in design? 1. Sheet in submittal is not the latest. The current sheet was reviewed The sheets have been UPRR UP-18 instead. Agree substitued, this is why we sent Resolved 548 the latest sheets to the RR 2. Provide range of depth of fill to be placed by others. The existing ground varies, refer to cross section and Wall UPRR UP-19 Disagree Layout sheets for existing Resolved ground line. This is not shown 548 on detail sheets. UPRR UP-20 3. Show proposed right of way line and dimension to control point. Disagree Refer to layout sheets. Resolved 548 will add to sheet 1. Sheet in submittal is not the latest. The current sheet was reviewed The sheets have been UPRR 548C UP-21 instead. Agree substitued, this is why we sent Resolved the latest sheets to the RR 2. Provide range of depth of fill to be placed by others. Placing fill by others The existing ground varies, UPRR 548C UP-22 may not be practical if concrete -lined ditch is be built by NTTA. Disagree hence refer to cross section Resolved and layout sheets 3. Show proposed concrete -lined ditch on railroad side of wall. Show Refer to retaining wall layout Resolved UPRR 548C UP-23 proposed right of way line and dimension to control point. Disagree sheets for this information. will be shown on drainage sheets SWP-SE01-UPRR_comment-form_2009-08-26 Response-rev.xis 2 of 4 SWP SE01 100% Interim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE01 Review Discipline & Reviewer Page No. Comment Comments No. 1, Sheet in submittal is not the latest. The current sheet was reviewed UPRR 548F UP-24 instead. 2. Provide range of depth of fill to be placed by others. UPRR 548F UP-25 3. Show proposed ditch on railroad side of wall. UPRR 548F UP-26 4. Verify limits, if any, of Class A backfill on short wall section. UPRR 548F UP-27 5. Show proposed right of way line and dimension to control point. UPRR 548F UP-28 6. Plans call for MSE wall at W121 8. MSE wall will not be allowed to UPRR 548F UP-29 support railroad tracks. Correct plan. 1. UP plan and cross sections show a ditch along retaining wall, not a flume. A concrete -lined ditch was agreed to at previous workshops. NTTA UPRR 654 UP-30 would construct the concrete -lined ditch. Determine if flume or ditch is needed for drainage. Confirm a flume will drain with the top of wall elevation bein, fixed. 1. Verify WI2��1 grate elevation matches proposed ditch next to wall. UPRR 663 UP-31 1. Verify WI22-R1 grate elevation matches proposed ditch next to wall. UPRR 664 UP-32 UPRR 664 UP-33 2. Verify WI22-R2 grate elevation matches proposed ditch next to wall. 1. Verify D122-E6 matches underdrain tie-in detail provided to UP in March. UPRR 665 UP-34 2. Underdrains will be installed at NTTA expense per March details. UPRR 665 UP-35 UPRR 669 UP-36 1. Verify structure G125-Cl should be D125-Cl as called out on Sheet 657 SWP-SE01-UPRR_comment-form2009-08-26_Response-rev.xis 3of4 Response Action taken Resolution Meeting 9/21109 The sheets have been Agree substitued, this is why we sent Resolved the latest sheets to the RR The existing ground vanes, Disagree hence refer to cross section Resolved and layout sheets Refer to retaining wall layout Resolved Disagree sheets. Not shown on detail will be shown on sheets. drainaqe sheets Walls 11 and 8 do not require CL A backfill. They were Agree designed using the RR Resolved specification for fill with the parameters noted in STL's letter. This information will be shown Resolved Disagree on the retaining wall layout will add to sheet sheets. Agree The latest set of details for wall Resolved 8 do not show a MSE wall. Agree. We will determine if flume will Resolved work. Agree Will update wall inlet elevations Resolved with flume Profile Agree Will update wall inlet elevations Resolved with flume Profile Agree Will update wall inlet elevations Resolved with flume profile Resolved Yes it matches. None. UPRR to verify with final plans Agree that anything that can be Resolved provided by the Section 2C per5th Amdnt contractor will be installed at None, this may require some Sectt 8 8 NTTA's expense however ever more coordination. NTTA assume cost items installed by the over and above UPRR contractor should be there Bid documents expense. Agree Cailout updated Resolved SWP SE01 100% Interim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE01 Review Discipline & Reviewer page No. Comment Comments No. 2. Verify D125-C1 matches tie-in detail provided to UP in March. UPRR 669 UP-37 3. Underdrains will be installed at NTTA expense per March details. UPRR 669 UP-38 1. Correct minimum proposed clearance to that shown on jointly -stamped UPRR 790 UP-39 drawing, 22.539'. 2. Show proposed top of rail that is shown on stamped drawing. UPRR 790 UP-40 UPRR Rtwl UP-41 1. Provide specifications for proposed drainage board called out in the construction plans for walls 121-3, 121-8 and 121-11. 2. Provide sealed design calculations showing that the proposed drainage boards will dissipate the pore water pressure behind the retaining walls and UPRR Rtwl UP-42 that the lateral soil pressures will achieve the drained conditions stated in the geotechnical reports for walls 121-3, 121-8 and 121-11. 3. Construction plans for walls 121-8 and 121-11 do not call out Class A backfill in the typical sections. Please verify that this backfill is not required. UPRR Rtwl UP-43 4. Construction plans for wall 121-3 do not call out any filter fabric between the existing ground line and the UPRR provided fill. UPRR borrow material UPRR Rtwl UP-44 specifications allow lean clay to be used. Please provide details on how the fine materials from the lean clay will be prevented from filtering into the Class A backfill. 5. Provide final design of drainage behind retaining walls so that we can UPRR Rtwl UP-45 check our tieins with our under drains at the top of the retaining walls. Response Action taken Resolution Meeting 9/21 /09 Resolved Yes it matches. None. UPRR to verify with final plans Agree that anything that can be Resolved provided by the Section 2C contractor will be installed at per NTTA's expense however None, this may require some Sectt 8 5th Amdnt 8 more coordination. NTTA assume cost items installed by the ever contractor should be there over and above UPRR Bid documents expense. The set sent did not have the Agree latest, we will change the Resolved clearance I thought we had made the Agree change and you did not have Resolved the latest. We will verify. Agree We will add information to Resolved details. Disagree This is a manufactured item. We can provide a cut sheet. Walls 11 and 8 do not require CL A backfill. They were designed using the RR Agree specification for fill with the Resolved parameters noted in STL's letter. This is because the RR contractor would be doing the fill. Agree Add filter fabric. Resolved We will provide design as soon Agree Resolved as it is available. SWP-SE01-UPRR comment-form_2009-08-26 Response-rev.xls 4 of 4 SWP SE01 100% Interim Review (UPRR Updates) 9/23/2009 i UPRR Comments SWP SE02 SH 121 Southwest Parkway (Section 2) QC/QA COMPLIANCE: UPRR Review Comments Project Manager Review Discipline & Reviewer Page No. Comment Comments No. Interim Submittal - UPRR Updates (3/24/09) Date : August 26, 2009 Reviewer Name: UPRR Office: Jacobs - Fort Worth Phone: (817) 735-2858 Email: soott.vates(@.iar-obs.com Response Action taken 1. The location of the water line, vault, and meter has not been agreed on agree, KHA not designing this UPRR 155 UP-01 and might be different once UPRR reviews propose location. WL requires further coordination Resolution Meeting 9/21/09 1. The slope of 2.00% that ties into the prop UPRR track panels should be Please verify - original direction Resolved 2.30% which would reduce the slope in the varies section to an acceptable was that only 6" of fall was SWP to modify design UPRR 172 range for UPRR. We sent our vertical design back on February 10, 2009 UP-02 allowed w/in 30' of CL track. requires further coordination to match UPRR which showed our current design. As far as the horizontal layout the width Design can be revised if 2.30% Driveway limit of our driveway is only 40' wide, and that design was sent to Jacobs back is acceptable included in SWP plans on April 2, 2009. 1. Underdrains providing surface water collection between University and Resolved Rogers are a change from the design provided in March prior to UP per 5th Amdnt bidding the railroad project. Provisions for underdrains are not currently in QT's and description of design 8 Sectt 8 UPRR 907A UP-03 railroad plans. Per Michael Bauer, wall drainage is included in cost of provided via email on none NTTA assume cost NTTA retaining walls. UP will consider having its contractor install the 2/25/2009 over over and above UPRR underdrains at NTTA's expense if a satisfactory reimbursement Bid documents arrangement is worked out. Material quantities are needed. underdrain cleanout can be to UPRR preference and/or match cleanouts used on other w UPRR 907A UP-04 2. Provide detail of underdrain cleanout. none underdrains proposed in UPRRplans - see attached NTTA standard which references TxDOT standard spec item 471 that could also be used 1- Underdrains providing surface water collection between Rogers and current design was shown on UPRR 907E UP-05 Rosedale are a change from the design provided in March. See also Sheet plans submitted 3/24/09 none Resolved 907A, Comment 1. SWP-SE02-UPRR_comment-form_2009-08-26_Responses-rev.xls 1 of 2 SWP SE02 100% Interim Review (UPRR Updates) 9/23/2009 F UPRR Comments SWP SE02 Discipline & Review I I Resolution Meeting Reviewer Comment Page No. Comments Response Action taken 9121109 No. UPRR 907C UP-06 1. Identify location of underdrain outlet shown on sheet 07B - 9 none Resolved retaininq wal RWUP02 1. Filter material aggregate against the NTTA retaining walls is a change from the design agreed at the February 17 workshop. Only UPRR borrow Resolved material was intended to be placed against the wall. Provisions for filter per FA 5th Amdnt UPRR 907D UP-07 material are not currently in railroad plans. Per Michael Bauer, wall discuss at comment resolution Sect 8 drainage is included in cost of NTTA retaining walls. UP will consider meeting NTTA assume cost having its contractor place the filter material at NTTA's expense if a over and above UPRR satisfactory reimbursement arrangement is worked out. Bid documents this is a standard TxDOT 2. Construction of relatively thin drainage blanket next to wall may be application and practice UPRR 907D UP-08 difficult. Provide brief summary on intended method of construction for (reference TxDOT standard none Resolved RW 2) - embankment and filter review. material can be worked up toqether in lifts UPRR 907D UP-09 3. Specify the type of filter material aggregate. TXDOT offers four types. any of the four are acceptable none Resolved 4. Construction plans for walls do not call out any filter fabric between the Resolved filter material ground line and the UPRR provided fill. UPRR borrow agree, part of TxDOT standard per FA 5th Amdnt UPRR 907D UP-10 material specifications allow lean clay to be used. Please review if spec, but callout required for will add filter fabric call out Sect 8 provisions are needed to prevent the fine materials from the lean clay from UPRR contractor use NTTA assume cost migrating into the filter material. over and above UPRRBid documents 5. Provide sealed design calculations showingthat the 2 foot thick layer ofa 9 y disagree - this is a TxDOT concrete coarse aggregate Grade 2 or 3 will dissipate the P pore water standard application and , UPRR 907D UP-11 pressure behind the retaining walls and that the lateral soil pressures will practice - reference TxDOT none I j achieve the drained conditions stated in the geotechnical reports for walls standard drawings RWW2 2 RWUP01 and RWUP02. UPRR 910A UP-12 1. Show the proposed Coexistence Line (right of way line) on each typical agree will add ROW line Resolved section. UPRR 910A UP-13 2• Provide dimension from Wall Layout Line to Coexistence Line on each agree will add dimension Resolved typical section. disagree - cross sections 1. Show proposed railroad embankment on cross sections to confirm wall depict what NTTA contractor is Resolved UPRR 1349 UP-14 height and location are coordinated. Applies to 391+00 to 398+00. constructing. Wall none SWP will add UPRR heights/locations have been surfaces to XS coordinated with Dave Olson UPRR 1365 UP-15 1. Verify proposed railroad grading is accurately represented on cross agree will verify Resolved sections by dashed line. Applies to 413+00 to 460+00. 1. Provide sealed design calculations showing that the 2 foot thick layer of disagree - this is a TxDOT concrete coarse aggregate Grade 2 or 3 will dissipate the pore water standard application and Unfeadv�d. UPRR Rtwl UP-16 pressure behind the retaining walls and that the lateral soil pressures will none �W(" to"d tdinato achieve the drained conditions stated in the geotechnical reports for walls practice - reference TxDOT Frith feotech RWUP01 and RWUP02. standard drawings RW 2 SWP-SE02-UPRR_comment-form 2009-08-26—Responses-rev.xls 2 of 2 SWP SE02 100% Interim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE028 Southwest Parkway 100% PSBE Submittal (Interim) QC/QA COMPLIANCE: B & A - Section 2B (June 29, 2009) Date S�Rternber 1;:2009 Office::.JACOBS Phone: 817-395-2924 Project Manager Email soott.vates(aNacobs.com Reviewer Review Discipline & Comments Response Action taken Page No. Comment No. I UPRR-Wilson 6 UP001 1. Final plans of retaining walls will be reviewed when submitted. no response needed UPRR-Wilson 32-44 UP002 1. Replace construction coordination requirements with latest draft date Agree Will comply July 27, 2009. 1. The temporary railroad yard access road will be split by the temporary Agree. The linework for the UPRR-Wilson 58 UP003 hump lead at this stage. One lane will be on south side of temporary hump temporary access yard was over Will comply lead. Update the work zone to be 3' south of the south edge of pavement. looked and cowith permanen' o co access road. UPRR-Wilson 73 UP004 1. Note 8 — Clarify to read "Temporary deck protection between N4 and S6 Agree Will comply iscomplete". UPRR-Wilson 73 UP005 2. Note 9 — For clarity add sentence "Remove temporary hump lead". Agree Will comply UPRR-Wilson 73 UP006 3. Label Permanent Hump Lead. Agree Will comply UPRR-Wilson 80 UP007 1. Show proposed UP grading. Agree Will comply Temporary bracing details were not prepared for Bent 9. At a previous coordination meeting between UPRR-Wilson 80 UP008 2. Provide temporary bracing of Bent 9. UPRR, Jacobs and Bridgefanner, it None was decided that UP could grade around the area for their needs and bracign would not be needed. UPRR-Wilson 181 UP009 UPRR-Wilson 188 UP010 Resolution Meeting 9/21 /09 Resolved Resolved Resolved Resolved Resolved Resolved Resolved Resolved UPRR to provide temp grading to exist column, to remain in place until bridge demo 1. Show location of Retaining Wall SD. Agree Will comply Resolved 1. You are showing a MOW strip in front of the retaining wall also under drain cleanouts, these will get built by the NTTA contractor. On the Cross The bottom limit of excavation showr Section sheets from sheet 867 to sheet 872 you are showing that the in cross sections will be moved to Cross secton and earth work finished surface were you will have your MOW strip and under drain the bottom of the 6:1 slope at the will be revised Resolved cleanouts as being done by UPRR contractor, UPRR contractor will not be ROW line doing this work. UPRR-Wilson 188 U13011 2. Show location of proposed right of way line in sections. Agree Will comply Resolved UPRR-Wilson 188 UP012 3. Show dimension from proposed right of way line to control point in Agree Will comply Resolved sections. Discussion are on -going between UPRR-Wilson 188 UP013 4. Construct fence on right of way line in plan view. Jacobs and UPRR, regarding proposed fence locations �I UPRR-Wilson 195 UP014 1. Section F-F that shows the MOW strip that will be done by the NTTA Agree None Resolved contractor. SW P-SE02B-UPRR-comment-form-2009-09-01_Response-Rev.xls 1 of 3 SWP-SE02b 100% Interim Review (UPRR Updates) 9/23/2009 i t r I t 1 0) UPRR Comments SWP SE02B Reviewer ! Review Discipline & Comments Response Action taken Resolution Meeting Page No. Comment No. i 9/21/09 UPRR-Wilson 195 UP015 2. Show location of proposed right of way line in sections. Agree Will comply Resolved UPRR-Wilson 195 UP016 3. Show dimension from proposed right of way line to lower control point in Agree Will comply Resolved section. UPRR-Wilson 195 UP017 4. Show offset dimension between upper and lower wall control points. Agree Will comply Resolved Agreed that NTTA will pay for mow 1. MOW strip is shown on the north side of retaining wall SC; this will be strips. Mow strip is not shown on UPRR-Wilson 197 UP018 done by NTTA contractor. Also the MOW strip is not shown on the cross any cross sections. Refer to typical None Resolved section sheets from sheet 918 to sheet 922. sections and plan sheets for mow strips Agreed that NTTA will pay for mow 1. MOW strip is shown on the north side of retaining wall SC; this will be strips. Mow strip is not shown on UPRR-Wilson 198 UP019 done by NTTA contractor. Also the MOW strip is not shown on the cross any cross sections. Refer to typical None Resolved section sheets from sheet 918 to sheet 922. sections and plan sheets for mow strip locations. UPRR-Wilson 198 UP020 2. Show location of proposed right of way line in section. Agree Will comply Resolved UPRR-Wilson 198 UP021 3. Show dimension from proposed right of way line to control point in Agree Will comply Resolved section. Discussion are on -going betweenUPRR-Wilson 198 UP022 4. Show existing UP fence and proposed NTTA fence tie-in on plan. Jacobs and UPRR, regarding A'A proposed fence locations f 1. Fill in narrow gap between SH 121 and Hulen crashwalis with retaining We will verify whether Resolved UPRR-Wilson 200 UP023 wall. Sections on Sheets 330 and 577 indicate some embankment will See action taken embankment is retaining and SWP crash wall will need to be retained. provide a wall if necessary abut each other UPRR-Wilson 200 UP024 Resolved 2. Having a MOW strip adjacent to wall SD and sloping toward 310 Yard Mow strips will be removed. A UPRR-Wilson 200 UP025 Track will cause water to go toward our track; we probably need a swale ot Agree v-ditch will be added as shown Resolved v-ditch in this area. We need to coordinate further. on UPRR cross sections. UPRR-Wilson 203 UP026 1. Show location of proposed right of way line in section and plan. Agree Will comply Resolved UPRR-Wilson 203 UP027 2. Show dimension from proposed right of way line to control point in Agree Will comply Resolved section and plan. NTTA ROW Fencing on they* � � Discussion are on -going between north side along Vickery from iJtioivett ;> , UPRR-Wilson 203 UP028 3. Construct fence on right of way line. Jacobs and UPRR, regarding west of Hulen (at wall VA) to east of Hulen(tie into SWP SWi1tJPR}ttote proposed fence locations detention Section 2 detention pond f Xhtbt fence) � ._. ..r UPRR-Wilson 206 (198) UP029 1. Provide detailed cross section similar to other walls in plan set. Agree Will comply Resolved UPRR-Wilson 207 (198) UP030 2. Show location of proposed right of way line in section and plan. Agree Will comply Resolved UPRR-Wilson 208 (198) UP031 3. Show dimension from proposed right of way line to control point in Agree Will comply Resolved section and plan. UPRR-Wilson 209 (198) UP032 4. Show relocation plan for private 2" gas service line to Davidson Yard. Agree Design/Coordination on -going Unresolved with Atmos Ongoing coordination SWP-S E02 B-U PRR-comment-form-2009-09-01 _Respon se -Rev. xls 2 of 3 SWP-SE02b 100% Interim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE02B Reviewer Review Discipline & Comments Page No. Comment No. UPRR-Wilson 210 (198) UP033 5. Construct fence on right of way fence line. UPRR-Wilson 220 UP034 UPRR-Wilson 330 UP035 UPRR-Wilson 330 UP036 UPRR-Wilson 330 UP037 UPRR-Wilson 330 UP038 UPRR-Wilson 456 UP039 UPRR-Wilson 457 UP040 UPRR-Wilson 458 UP041 UPRR-Wilson 401-415 UP042 UPRR-Wilson 416-420 UP043 UPRR-Wilson 876 UP044 UPRR-Wilson 947 UP045 Response Action taken NTTA ROW Fencing on the north side along Vickery from Agree west of Hulen (at wall VA) to east of Hulen (tie into SWP Section 2 detention pond fence) Resolution Meeting 9/21 /09 1. Drainage comments, including provisions for certifying design flows, will �s be sent out separately. no response needed rlt eft 1. Verify vertical clearance over existing Hump Lead. Clearance is shown Vertical Clearance is 23.0' Sheet 141 will be corrected Resolved at 23.6' on Sheet 141. 2. Label top of rail elevation for existing Hump Lead. Agree Will comply Resolved 3. Verify vertical clearance over temporary Hump Lead. Clearance is shown at 24.2' on Sheet 141. Show minimum clearance to low chord and Vertical Clearance is 23.7' Sheet 141 will be corrected Resolved pier cap as temporary hump lead will pass under cap. 4. Track 310 is incorrectly shown to be removed. Agree Will be corrected Resolved 1. Note 5 — Add if underground utilities require relocation, notify the UPRR Agree Note will be revised Resolved Project Representative prior to relocation. 1. Label top of rail elevation for existing Hump Lead. Agree Will comply Resolved 1. What is the vertical clearance to the Prop Temp Hump Lead Track? Clearance is shown at 27.7' on Sheet 141. Clearly show clearance Vertical Clearance is 26.6' Sheet 141 will be corrected Resolved dimension referencing top of rail. 1. Finished grading calls out for slopes greater than 3:1 in the cross Resolved sections after the initial 1:1 slopes in rock. This does not match the design Bhdgefarmer will review the Will coordinate as needed with SWP will provide slopes for this area from the UPRR design. We have design to have a cut difference in the 1:1 slope limits and Wilson & Co. regarding cross UPRR with additional slope of 1:1 in rock section and 3:1 in soil section. Also depth of 1:1 slope identify the rock layer per recent slopes at ditches. Will make boring data which section in the cross sections seems to be low compared to what the bore hole data. revisions as needed. further defines the top geotech report results were for the UPRR design. of rock elevation Resolved 1. The depth of 1:1 slope section in the cross sections seems to be low Bhdgefarmer will review the Will coordinate as needed with SWP will provide compared to what the geotech report results were for the UPRR design. difference in the 1:1 slope limits and Wilson & Co, regarding cross UPRR with additional Can you provide geotech results and recommendations from the NTTA identify the rock layer per recent slopes at ditches. Will make boring data which design so that we can verify with our results. bore hole data, revisions as needed. further defines the top of rock elevation 1. From Sheet 194 the plan view for the retaining wall SB, it seems that the retaining wall starts before Sta 465+00 and the Cross Section at Sta Agree Will show retaining walls in Resolved 465+00 does not show the retaining wall SB or TB. cross sections at Sta 465+00 1. What is the purpose of this sheet and fitle? Sheet 947 is the final sheet of the Resolved Hulen Ramp A cross sections SWP-SE02B-UPRR-comment-form-2009-09-01 Response-Rev.xls 3 of 3 SWP-SE02b 100% Interim Review (UPRR Updates) 9/23/2009 EXHIBIT E-2 TO CONSTRUCTION COORDINATION AGREEMENT APPROVED RAILROAD PROJECT PLANS .. UPRR Plans for Davidson Yard reviewed by NTTA: UPRR Section 1 4/6/09 initial, 7/28/09 rev UPRR Section 2 4/6/09 initial, 7/28/09 rev UPRR Section 3 4/6/09 .. EXHIBIT F-1 - TO CONSTRUCTION COORDINATION AGREEMENT TEMPORARY CONSTRUCTION ACCESS AND STAGING AREAS (TXDOT OR CITY TO RAILROAD) Parcels UPRR TE #1 and UPRR TE #3-10 F-1-1 14792939\V-13 r w► i �H 30 UPRR T ART ACCESS EASEMENT # e6 ,,,_ UPRR TEMPORARY ACCESS EASEMENT a3 FROM TXDOT 40 �,�+.. � F S - I UP TEMPORARY ACCESS EASEMENT e5 -- UPRR TEMPORARY ACCESS EASEMENT M FROM TXDOT TxDOT �-�^, ll � • UPRR'Span a" ldlnp Materials Corp JO 'T USE ACCESS EASEMENT LI moopop - ,� •ate SH 121 (SWP) UPRR TEMPORARY ACCESS & EASEMENT ! ' AV• lw (FROMTxDO'T) A t • . ._ - 3 � 4fP ♦ SHEET 1 OF 3 r ti V ' 1;r'' ` a �. ..pw '', =.. • k , _ '' NTH '' ♦ :, J l o :�po iYqnp FoRr�PoRlYI • r .0 , _ NI F[ET Sep 21, 2009 sneer No. 9 1 1. t. [ r I I i Q TEMPORARY ACCESS EASEMENT �! T Tx00 LtV�v�- � UPRR TEMPORARY ACCES! -''-��■���� �' FRgA TxDOT s` f f �M 71 t�F♦�IF��FII _- - 110 flea �OQQ + SH 121 (SWP) UPRR TEMPORARY ACCFSS & P.ASPMPW ba "�' ! r ,� ourNt rt<n (PROM T)LDM SHEET 2 OF 3 NM � — • I sn«�Na Sep 21, 2009 cc 141 ZI a IM 30 x s R 'sR ggg SUMMIT = a RR TEMPORARY ACCESS EASEMENT 010 FROM Tx00Tit " • r _ 1 ANI 1. • ! �''- T � *!• �.% f � _ • � ,#r,�� rye_ � �• � '�. ♦ • t F ✓R ' ►' "� r SH 121(SWP) T*-W UPRR TEMPORARY ACCESS & EASEMENT a f ., **-% &. (FROM TxDOT) ` y SHEET 3OF3 FOKMOKM ,. or � uo wo �� 1M11PM1[Mt . tN PE[T Sep 21, 2009 _ �I 4p. bw EXHIBIT F-2 -10 TO CONSTRUCTION COORDINATION AGREEMENT up wo Y W 14792939\V-13 TEMPORARY CONSTRUCTION ACCESS AND STAGING AREAS (TXDOT AND CITY TO NTTA) F-2-1 L 1 i 1 I 1 I t f . _ IH 30 I 4 + - �--• ROSEDALE Fir '�'�'" _- a"-..• "�,..�''"� / ��j..r'� a { � ,, �y ,J ,..,{i _ y��•--"'""J.- mil- /�i�/�. ✓.�'- .. ""�^ ; � r �� .�44 y j, J SH121(SWP) ` ♦ r • f + .It _ ► 1 L• le A a o _Ioo xo up GRAPHIC SCALE IN FEET NWA TEMPORARY ACCESS & STAGING _ EXKMIT (PROM TXD(M SHEET 1 OF 2 An M- Fo(I oRm _July 15, 2009 s, OVA IL .. k --------------------- 1 J � I i ^� M ----------- VtOSEDALE- Q , SH 121(SWP) r N1TA TEMPORARY ACCESS & STAGING ty`,�s'M1 a EXTUBTT a (FROM TxDOT) r SHEET 2 OF 2 FnKrWoKixn�rra o t wa GRWHXC IShxtNa _ _ R ET July 15, 2009 i I t It o 53 vic E � J - -Z- bf r , E k NTTA TEMPORARY ACCESS & STAGING . - EXiIIB1T - - . _ • f+ _ - (FROM CoFW) SHEET IOF2 NM lrFOKMOFUM a 100 zo�� Sh dNm J J GRAPHIC SCALE IN FEET July 15' 2W9 m kv i i 1� s 147929391V-13 EXHIBIT F-3 TO CONSTRUCTION COORDINATION AGREEMENT TEMPORARY CONSTRUCTION ACCESS AND STAGING AREAS (RAILROAD TO NTTA) F-3-1 [ i 1 ! I 1 [ 1 I ! t a I 1 1 [ 1 A t _ "'' �. wcRERr - w1 .ERR �tirE°.;._.°•1 i Y OR. t ' — EDWARDS RANCH ROAD I ''a ` • I s s - v s e , SH 121(SWP) NrrA TEMPORARY ACC.&V & FASPMLVT SHEET 1 OF 5 May 05, 2009 ring _ � l '1`� _ _xatn emu: L71,0 00 I ricer SH 121(SWP) MTA TEMPORARY ACCESS & EASEMEI7 SHEET 2 OF 5 NTTA iW71K iUillR lat I — — — — IShmNo- May 05, 2009 Ir I - I It 1- 1 1 1 M SH 121(SWP) NTTA TEMPORARY ACCESS & EASEMENT SHEET3OF5 � NTTA � M M sumMIOU. I f54a[ ff p, May 05, 2009 I 9 t I I I I t k l I I r y � 'r I j@ s � �. 4 � V %�Qt{L` 1 °rS1 - t�J • }{}-�� .�"�-^r 1 { � DMA,TQV7_ - i� ^1d i 6P 1 ,44 � 4 � - '� . +� ter• •• � j i hex riP M .. SEWNT a4 ' • 4 ee SH 121(SWP) NTTA TEMPORARY ACCESS & EASEMENT SHEET 4OF5 NUA MW KAUsnn I (Shea No. May 05, 2009 I 1 L 1 1 1 t I 1 t 1 1 1 1 I 1 r ! "1 CFN 17. -- r—�- �,.. _ ."t r _ ram. - • Aso#. —.46 SH 121(SVM NTTA TEMPORARY a LCKSS & rASPWXr SHEET 5 OF 5 NTM �� I May 05, 2009 J O EXHIBIT G _ TO CONSTRUCTION COORDINATION AGREEMENT, an 14792939\V-13 CONSTRUCTION SCHEDULE, [follows] G-1 30 23-Ssp-O9• UPRR UPI 300 UP Grade and Track Volk W of Huien 333 234)CI-or '2?7pc!-09 �20780P-10 UPRR 1400 UP FP Bridge 179 9 234) cl-09. 1 9 -Apr•1 .10 UPRR �YP . Up1666 !UP' 'Rodgers -B'e"od'ga— 106 23-Nw-09* 1. 1 - 08. Ma,-10 UPFIR UP Un"tafty Bridge 176 14-Dec-09' 07-Jun-10 UPRR U P it bo UP T rinky Bridge 365 02-jan-10* 01 -Jan-I 1 UPRR UPIIOO UP Main Access Road Construction 90 01-Feb.10* 01-May-10 UPRR 348.01-Fsb-10* 14-Jan-1 1 CF W3 106 iC?!.W C i-W7 F�WWRR Sm snS 173 01-Feb-10* 23-Jul-10 -C.9FW COFW I 1 P NTTA Mobilization 30 03-Mar-10* 01-Ap 10 NTTA NTISOO SWP 2C Vickofy & Two Tiff W.Wvickry Ramp 303 02-Ap,-10 29-Jan-1 I INMA NTi000 tBWp 2CSE02 Wall From . Rodgers to Rosedale 70 02 -Apr-10 10-Jun. . 10 NTTA SWP 2(:4%01 Rosedale Connectors to FP WaNs 106 02-Apr.10 16 -Jul-10* NTTA 1IM205 'SINMEarly V Work Sent Line F&G (Demo Ramp. Swing) 303 02-Apr.10' 29.J&.-I 1 1 NTTA NT1200 SWP 2C SEOI Rosedale Connectors Over UPRR N Bypass 90 03-Apr-10* 01-Jul-10 NTTA CFWIOOS t OOFW M456 SanSar E of Huhn (MP249.52) 119 20-Ap,-iO' 16-Ag-10 OOFW CFWIOOO C 0 FW Wated In . a W of Hulen �75 30-Apr.10* 30-Nov-10 UP2000 UP Tdndy Abutmem Walla 246 02-M.y-14 '27.6--10 UPRR kiliOlil 2 C Early Yard Work 6" Line 1) 89.02AW.10 29-J I Ld . 10 .. NTTA --- 1 . I sanswr MH 64'14-May-10 16-JuJ-10 06FW UP1606 UP Retaining Wall (Pie, Line D) 6'31-Maj-16 29-ju410 UPRR UP150o r UP FWWRA Noft Bypass Bridge 240101-Jun-10 264-11 UPRR NTiSO6 'i j SWP 2C i6i Wi1TA;4*ra to University ii-ii:jul n, 0 I 10-Aug-10 I 'NTTA jitl 166 1 SWP 2C SEOI Visit U . nIve I ralty to Trinity 1 53:17- . Ju . I,i6 16-Dec-10 NTTA Uofioo -T--k W-cr-k'3-1-0-ki 150 304.F10 26-0--10 UPRR y! J SWP 2B NorOrida to Bent Line G 565. - 15-Am-106 01-M-12 NTTA NT2000 BWp'2S Smilticis 51915'15-Aug-10' 01-Mar-'12 NTTA kT1 i66 I SWP 2C Early Yard Work Born Line E (rot including 124,29-Aug-10 30-0-10 NTTA OOFW M-1 34 SanSw/ W of Hulan 221 1 O-S.P-10' 18-Apt-1 I •ODFW UP2 Soo Grade and Track Work M 249.52 to Rosedale 242'304)ct-10 28-Jvn-1 I UPRR NTI366 SWPi6SEOITftWtoRo"daleCowwtomWA[is 1 116 08-Nm-10' 02 -Mar-1 i NTTA —..O0ii& 160 Grade and Track South § ypasa Mainlines 153 27-Dw . .10' 28-May-11 I I UPRR UP2400 1 UP Grade and Track from Rosedale to Trinity 120 02-Jan-1 I _11 UPRRUP 1. 1 1 7 . 0 1 0 UP . FP to FWWRR Wait I2527-Jan-I 1 31 -May-I 1 UPRR UP2700 . _...., UP Grade and Track Work West of Hulen to MP249.52 120 30-Jan.1 I 294a -11 UPRRy UPRR Track' 303 -'ki 84 29-May-11- 20-Aug-11 UPRR UP1900 UP Grade . and 11 Track . T L dnity to Summd 150 01 -Jun-I I . 25-Oct-I I UPRR UP2800 -jUpAiVerCUtm.r 75 29-Ct.11 11,0.n-12 UPRR UP3000 UP University Cutover ;28-llolar-12 UP3166 Up NorthBypass complete 01•22"ar-12 UPRR NT2200 SWP 29 Phase Const over Yard W 7 274Mar-12 28•Mar-1 3 1NTTA Remaining Level olEtfort Remaining Work 0 * Milestone Actual work Critics) Remaining Work IllP'a1Summery i I I I I I I I a I a -SWP Schedule (v22) 4010- � j 012 2 2DI3 'A 14MI ALS1 04 Nj-D JIF M P I N1 al- 41 LAT J,Aj I J L41 Al 510 Flu ....................... ........ .................. ....... Vz ........ . .................................. ............................ -------------------- ................. .......................... ...... ............................ .............. --------- ---- -- - ------------ --------- -- ........ ...... ..................... .............................. — --------- ..................... ...... -1 ................... ...- ................ -.1 --- 11 ... 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Page I of I Print Date: 16-Sep-09 Data Date. 15-Sep-09 r Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORT�TH� COUNCIL ACTION: Approved on 9/22/2009 REFERENCE ** 02SWP AMEND5 UPRR DATE: 9/22/2009 NO.: C-23781 LOG NAME: FORMAL AGREEMENT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Amendment No. 5 to City Secretary Contract No. 38136, a Formal Agreement Associated with the Southwest Parkway Project, Between the North Texas Tollway Authority, the Texas Department of Transportation and the Union Pacific Railroad Company; Authorize Related Easements, Encroachment, Reimbursement, Community Facility, Construction Coordination, Access and Maintenance, Temporary Permit, Highway Overpass Easement and Right of Entry Agreements; Authorize Amendment No. 1 to a Drainage and Waterway Agreement and Authorize Deeds RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to execute the following documents associated with the Southwest Parkway project: a. Encroachment Agreement with Union Pacific Railroad Company and waive administrative fees related thereto; b. Community Facilities Agreement with Union Pacific Railroad Company and waive administrative (not materials testing or inspection) fees related thereto; c. Easements from the Union Pacific Railroad Company to the City of Fort Worth for water and sewer pipelines at no cost with the Union Pacific Railroad Company responsible for cost of future relocations it requests, if any; d. Reimbursement Agreement with Union Pacific Railroad Company in an amount up to $100,000.00 for the design and construction costs related to the Trinity River East Bank Maintenance Road; e. Construction Coordination Agreement setting forth Union Pacific Railroad Company, the North Texas Tollway Authority and City of Fort Worth construction coordination procedures; f. Temporary Permit Agreements for construction activities of Union Pacific Railroad Company, the City of Fort Worth and the North Texas Tollway Authority on property not owned by the constructing party; g. Right -of -Entry Agreements for construction activities by Union Pacific Railroad Company on property the City of Fort Worth has the right to possess but has not yet obtained fee ownership; h. Highway Overpass Easement Agreement for the new Hulen Street Bridge to be constructed on and over Union Pacific Railroad Company property; i. Access and Maintenance Agreement for access and maintenance for the Hulen Street Bridge and water and sewer utilities constructed by the City of Fort Worth on Union Pacific Railroad Company property; j. Amendment No. 1 to a Drainage and Waterway Agreement with Union Pacific Railroad Company to provide that Union Pacific Railroad Company will make necessary modifications to City drainage facilities at the Union Pacific Railroad Company's sole cost and expense and that City of Fort Worth will maintain said facilities at City's sole cost and expense; k. Amendment No. 5 to City Secretary Contract No. 38136, a Formal Agreement with the North Texas Tollway Authority, Union Pacific Railroad Company and the Texas Department of Transportation to, among other things, establish funding sources, remove the parties' termination rights and authorize mutually agreeable property right conveyances; 2. Authorize conveyance in accordance with Amendment No. 5, of: a. Portions of parcels 51, 61 and 65 shown as 09-10 PT6 and PT8 (shown on the attached) to the Texas Department of Transportation, provided that the City of Fort Worth obtains fee ownership of the parcels; b. Parcels 51, Save and Except 09-10 PT6, provided the City obtains fee ownership of parcel 51, 53- PT1, 53-PT2, 55, 56-PT1, 56-PT2, 59, 60, 61, 62-PT1, 62-PT2, 65, Save and Except 09-10 PT8, provided the City obtains fee ownership of parcel 65 and 66 - 89, shown on the attached, to the North Texas Tollway Authority; and 3. Direct staff to reserve $500,000.00 from Bond Funds Transfer SWP00015 for environmental remediation on City -owned property that will be encumbered in a future council action. DISCUSSION: The 2004 Capital Improvement Program included funds for the Southwest Parkway 121T project. Subsequent funding was included in the 2007 Critical Capital Program. On January 6, 2009, (M&C C-23268) City Council approved a Formal Agreement with the North Texas Tollway Authority (NTTA), the Texas Department of Transportation (TxDOT) and Union Pacific Railroad Company (UPRR) to facilitate construction and operation of the Southwest Parkway across the Davidson Rail Yard (City Secretary Contract No. 38136) (City, NTTA and TxDOT are sometimes referred to as the "Project Partners"). Subsequently, the Formal Agreement was amended four times to extend certain termination dates associated with conditions precedent. During that time, staff has been working to satisfy all conditions and negotiate all related agreements, encroachments, easements, permits and property interests necessary for the execution of the final agreement between the Project Partners and UPRR. Encroachment Agreement Under the Formal Agreement, UPRR is required to obtain necessary easements or encroachments onto and over City -owned property for construction, operation and maintenance of the related UPRR rail improvements. Staff has reviewed and approved the construction plans submitted by UPRR for the crossing of four City streets (Rogers Road, University Drive, Old University Drive and Forest Park Boulevard) and the proposed encroachments have been reviewed and approved by the committee. City Council approval is required to grant encroachments into City owned right-of-way and waiver of the related $600.00 administrative fee. Community Facilities Agreement The Community Facilities Agreement (CFA) covers infrastructure work in City right-of-way that UPRR is required to perform in connection with its above described construction activities. There is no City participation in the CFA, but Council authorization is requested for the waiver of administrative fees associated with the CFA. The waiver does not include the materials testing and inspection fees, only the $500.00 staff administration fee. Water and Sanitary Sewer Easements Construction of the project requires the Water Department's relocation, at City cost and expense, of large water and sanitary sewer lines. Typically, UPRR only grants licenses for utility lines and those licenses require relocation at City expense. However, in this case permanent easements have been negotiated for lines being relocated. The easements will be provided at no cost to the City and any future relocation requested by UPRR will be at UPRR's sole cost and expense. Trinitv River East Bank Maintenance Road The City Council appointed a 15 member Citizen's Advisory Group to develop a Corridor Master Plan for the Southwest Parkway. In developing the Corridor Master Plan, the Citizens Advisory Group identified the need to access the east bank of the Trinity River for maintenance and recreation. Staff has negotiated for the UPRR to cause the design and construction of a 10 foot wide maintenance road across the entire UPRR rail corridor as part of UPRR's project design and construction agreements. Under the proposed Reimbursement Agreement, the City will reimburse UPRR those design and construction costs in an amount up to $100,000.00. Amendment No. 5 Due to the complex nature of the Formal Agreement, the May 19, 2009, deadline was extended four times by Amendment Nos. 1 through 4 to September 23, 2009. The Formal Agreement contains termination provisions to be satisfied by a date certain. The termination events and current status are listed below: 1. The Hump Lead is not successfully tested: Current Status: The Hump Lead has been successfully tested and accepted by UPRR. 2. The plans and coexistences are not approved: Current Status: The parties are satisfied that the coexistence issues have been resolved. 3. Sufficient funds have not been officially appropriated and budgeted or are otherwise unavailable through other legal and dependable means to satisfy a project partner's obligations: Current Status: NTTA is accepting the approximated $95 million obligation associated with the Formal Agreement. TxDOT and NTTA will execute the necessary funding agreements including a $49,870,000 toll equity grant which will defray roughly half of NTTA's financial commitment. The City will have no funding obligations under this item. 4. The necessary property rights or licenses have not been delivered: Current Status: The necessary property rights and/or licenses have been identified to the satisfaction of the parties. The actual conveyances will be completed at a future date. 5. UPRR determines it will not obtain the required Permits as defined by the Formal Agreement under reasonably acceptable terms and conditions proximately related to the work in question prior to January 1, 2010: Current Status: The Permits as defined by the Formal Agreement and Attachment 10 thereto will be revised in Amendment No. 5 to remove Fort Worth and Western Railroad's crossing approval. With that deletion, UPRR is satisfied it will obtain the Permits prior to January 1, 2010. 6. The Project Partners reasonably determine UPRR is unlikely to obtain its required permits prior to January 1, 2010: Current Status: The Project Partners are satisfied that UPRR will obtain the Permits as revised by Amendment No. 5 prior to January 1, 2010. 7. A party reasonably determines on the basis of the environmental due diligence investigation conducted pursuant to the Formal Agreement that the results of said investigations are unsatisfactory with respect to property that party is to receive or convey: Current Status: All Parties are satisfied as to their respective obligations in regards to environmental due diligence. The City will be required to remediate a portion of Parcel 51 (Howell Instruments) at its sole cost pursuant to Amendment No. 5. This portion of property will be conveyed to TxDOT and a then there will be a separate conveyance from TxDOT to the UPRR to allow for rail use. Remediation costs are estimated to not exceed $500,000.00. Environmental Management is presently advertising invitations to bid for performance of the work needed for this effort. City Council approval of the above recommendations will ensure the Project Partners rights to complete construction of the Southwest Parkway and the new Hulen Street Bridge over the Davidson Yard. The project is located in COUNCIL DISTRICTS 3, 6 and 9. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the 2007 Critical Capital Projects Fund. TO Fund/Account/Centers Submitted for Citv Manaaer's Office bv: Oriainatina Deaartment Head: Additional Information Contact: ATTACHMENTS PROPERTYM_APS.pdf FROM Fund/Account/Centers C295 539120 303210000570 $500.000.00 C295 539120 303210000580 $100.000.00 Fernando Costa (6122) Randle Harwood (6101) Bryan Beck (7909)