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HomeMy WebLinkAboutContract 39279 (2)UP Real Estate Folder No .: 25 49-58 Agreement Number 3~, °J CONSTRUCTION COORDINATION AGREEMENT DAVIDSON YARD FORT WORTH , TARRANT COUNTY, T EXAS THIS CONSTRUCTI92ifOORDINA TION AG RE EMENT (this "Agreement ") is made and entered into as of th e;j!}_ day of September, 2009 ("Effective Date"), by and among UNION PACIFIC RAILROAD COMP ANY, a Delaware corporation ("Railroad"), th e NORTH TEXAS TOLLWAY AUTHORITY, a regional tollway authority and political subdi vis ion o f the State of Texas ("NTTA"), and the CITY OF FORT WORTH, TEXAS, a Texas home-ru le municipality (the "City"). RECITALS: The Railroad, the NTTA, the City, and th e Texas Department of Transportati on, an agency of the State of Texas ("TxDOT" and , to gether with the NTTA and the City, th e "Proj ect Partners"), have entered into that certain Southwest Parkway/SH 121 Union Paci fi c Railroad/Project Partners Formal Agreement executed as of January 8 , 2009 , as amended by a First Amendment to Formal Agreement dated as of M ay 19 , 2009, a Second Amendm ent 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, 200 9 and a Fifth Amendment to Formal Agreement (the "Fifth Amendment") dated of ev en date herewith (as amended, the "Formal Agreement"), pursuant to which the Railroad and the Project Partners established certain agreements and understandings with respect to th e 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 Hul en Street Bridge , the design and construction of certain retaining walls and related drainage systems at various locations along the boundarie s 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 (th e "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 bridg e (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 "Crossing Project"). The SWP/SH 121 Bridges and the Hulen Street Bridge are grade separ~ted overpass structures (sometimes herein call ed the "Structures") that will carry vehicular traffic traveling on SWP/SH 121 and Hulen Street, respectivel y, 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 "Crossing 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 ~th "Cross ing...AFe a:-Roadway Parcels") and the foundations , footings, piers and supports for h uct es · bcated in air rights, surface and subsurface parcels upon , below and al:l e I tie Cro ing Areas (the "Crossing Area Support Parcels"), all as described more full y in thd fb · s 0 ,~ h . wo (2) Grants 0 TH, T \ 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 Retaining 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 Project"). 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 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 NTT A 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 NTT A'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 NIT A 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 NTT A 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 th e 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 "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 Mainte nance Agreements". 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 prov1s10ns 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 NTT A Construction Period and at such other time or times as the Railroad, the City and the NTT A 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. - 3 - 14792939\Y-13 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. Th e NTT A 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 th e 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 o f 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 Agreem e nt, 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 easem ents , 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 legall y 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 NTT A 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 NTT A 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 Project 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 prop erty 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 NTT A and the City hereunder to enter the Davidson Yard to perform the Crossing Project and the City Utility Wor_k, 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 NTT A 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 NTT A 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 NTT A or of the City , as the case may be , as oppos ed · to subcontractors and sub-subcontractors. C. All insurance correspondence, binders , policies , certificates and/or endors ements shall be sent to: Section 6. Senior Manager -Contracts Union Pacific Railroad Company Real Estate Department 1400 Douglas Street, Mail Stop 1690 Omaha, NE 681 79-1690 UP File Folder No . 2549-58 INTENTIONALLY DELETED [DELETION TO BE CONFIRMED] Section 7. PROJECT EXPENSES The NTT A, the City and the Railroad agree that all Project costs and expenses are to be borne by the Railroad, the NITA and/or the City , as and to the extent provided in the Form al 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 NITA '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 NTT A 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 NTT A 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 NIT A 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 NITA 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-ll 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 Requirements"). 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 NTT A 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 (Le ., 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 Proj_ect Partners (including , without limitation , Interstate Highway 30) or the cost to the NTT A and the City of constructing the Crossing Project or SWP/SH 121 (also called the "Design Requirements") 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 NTT A and that the NTT A 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 Agreementthat are approved in accordance with the Formal Agreement and this Agreement are hereinafter referred to as the "Crossing Project 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 Utility 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 Project 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 - 14792939\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 - 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 NIT A 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 NIT A 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 NIT A 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 Contractor on such Crossing Project Plans or City Utility Plans is at the risk of the NTT A, the City and each such Contractor. H. The NITA'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 NITA 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 i;equiring 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 NITA or the Crossing Project. Section 11. COOPERATION; RAILROAD'S COORDINATION REQUIREMENTS 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 NTT A 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 - 14792939\V-13 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 #2 -September 15 , 2010 UPRR TE #2a -September 15, 2010 UPRR TE #3 -May 1, 2011 UPRR TE #4 -June 30 , 2010 UPRR TE #5 -June 30 , 2010 UPRR TE #6 -December 31, 2010 UPRR TE #7 -December 3 1, 2010 UPRR TE #8 -May 1, 2010 UPRR TE #9 -October 30, 2011 UPRR TE #10 -October 30 , 2011 If the NTT A 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 NTT A shall be entitled to an extension in the NTT A Construction Period as and to the extent provided for in the Formal Agreement. C. Each of the NTT A 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: 14792939\V-13 (i) The Railroad, the City and the NTT A 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 - (iii) Each applicable Contractor has executed Railroad 's Contractor's Right of Entry Agreement and has obtained and/or pro v id ed to the Railro ad the insurance policies , certificates , binders , and/or endorsements requir ed und er the Contractor's Right of Entr y Agreement. (iv) Each applicable Contractor has given the advance notice(s) requi re d under the Contractor's Right of Entry Agreement to the Railroad Repre sentati ve named in the Contractor's Right of Entry Agreement. B. Railroad covenants and agrees that Railroad shall exercise all rights of Railro ad under the Contractor's Right of Entry Agreements in a manner that is consistent with th e term s 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 reaso n of the Contractor 's Right of Entry Agreements than is provided in this Agreement and th e Formal Agreement. Section 14. FUTURE PROJECTS Future projects involving maintenance , repair, reconstruction, renewal and/or demo liti on 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 NTT A nor the City shall assign this Agreement without the prior written consent of the other. B. Subject to the provisions of Section 15 .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 NITA. 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 recei ve 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 NITA 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 111.P .10. of the Formal Agreem e nt , 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 NTT A, the City and the Railroad under this Agreement shall be subject to Section 111.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 orthe NTTA und er 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 NTT A is not 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 NTT A of its obligations under this Agreement. I. The following Exhibits and Schedules to this Agreement are attached hereto and incorporated herein by reference: 14792939\V-13 Exhibit A-1: Exhibit A-2: Exhibit A-3: Exhibit A-4 Exhibit A-5 Depiction and Legal Description of Crossing Area (SH 121 Bridges) --Parcel 58E Part 1 Depiction and Legal Description of Crossing Area (Hulen Street Bridge) --Parcel 58E Part 2 Descriptions of Easements for City Utility Work - Parcels 23PE - 1 to - 4 Temporary Construction, Staging and Access for City Utility Work 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 I 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 Schedule 3 to Exhibit C-1: Exhibit C-2: Exhibit D: Exhibit A to Exhibit D: Exhibit B to Exhibit D : Exhibit C to Exhibit D: Exhibit D to Exhibit D: Exhibit E-1 : Exhibit E-2: Exhibit F-1: Exhibit F-2: Exhibit F-3 : Exhibit G : and Removal Plan for Structures over a Railro ad Guidelines for Temporary Shoring Southwest Parkway --UPRR Construction Coordination Constraints, Allowances and Requirements for Construction over the Davidson Yard Contractor's Right of Entry Agreement Description of Work Area Term and Conditions Insurance Requirements Safety Requirements Approved Crossing Project Plans and UPRR Review Comments and UPRR-Wilson Comm ents Approved Railroad Project Plans Temporary Construction Access and Stagin g Areas (TxDOT or City to Railroad) --Parcels UPRR TE l and 3 -10 Tem_porary Construction Access and Staging Areas (TxDOT and City to NTT A) Temporary Construction Access and Staging Areas (Railroad to NTTA) -Parcels SWP Acces s 1, 2, 3 and4 Construction Schedule [Signature Page Follows] -13 - IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the Effective Date first herein written . 14 792 939\V-13 UNION PACIFIC RAILROAD COMP ANY (Federal Tax ID #94-60013 23) By://!bb~ P~i~me: J, Michael llemnrer Title: SeRiGr 1/-lce Pi:esident-Law & General Counsel NORTH TEXAS TOLLWAY AUTHORITY By: ________________ _ Printed Name : -------------Title: _______________ _ APPROVED AS TO FORM: LOCKE LORD BISSELL & LIDD E LL , 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 OFFICIAL RECORD I SECRETAR. -14 -l t WO TH, T IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the Effective Date first herein written . 14 792939\V-IJ UNION PACIFIC RAILROAD COMP ANY (Federal Tax ID #94-6001323) By: ________________ _ Printed Name: ____________ _ Title: _______________ _ NORTH TEXAS TOLLWAY AUTHORITY By (}_,h, b Printed Name: t}~AI\ a" Title: ~~ AoM<A;;-. APPROVED AS TO FORM: LOCKE LORD BISSELL & LIDDELL, LLP , General Counsel By:$~ • Prin~Name: Fr-\"~. ~',J~\--- Title: y~\.,,,,, CITY OF FORT WORTH By: _____________ _ Fernando Costa Assistant City Manager APPROVED AS TO FORM: By: _____________ _ -14 - Amy J. Ramsey Assistant City Attorney / OFFICIAL RECOR~ . .. ITY ECRETAR I T. WO TH, TX IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the Effective Date first herein written. OFFICIAL RECORD ITV ECRETAR FT. WO TH, TX 14792939\V.IJ • UNION PACIFIC RAILROAD COMP ANY (Fede ral Tax ID #94-6001323) By :. ______________ _ Printed Name: ___________ _ Title: ______________ _ NORTH TEXAS TOLLWAY AUTHORITY By: ______________ _ Printed Name : ___________ _ Title : ______________ _ APPROVE D AS TO FORM: LOCKE LORD BISSELL & LIDDELL, LLP , General Counsel By:. ______________ ~ Printed Name: ___________ _ Title: ______________ _ CITY OF FORT WORTH By:~ .... :~CL Fernando Costa Assistant City Manager Hendrix, City Sec e p C:-J3,~( contract Authori zatioa -14 -er_/~/ oJ Date 14792939\V-13 EXHIBIT A-1 TO CONSTRUCTION COORDINATION AGREEMENT Depiction and Legal Description of Crossing Area (SH 121 Bridges) [Parce l 58 E -PT1] A-1-1 r Parcel Nm 58 ,E-rfl ROW CSJ: ,0504,.02-018 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,i n the apparent southerly right-of-way line of West Vickery Boulevard, saidJ )oinl hejtig ·t4e beginning of a curve to the left having a radius o f 1200.00 feet, a centrah at1gl,e ,~£,03 ' degrees 04 minutes 24 seconds and whose radius bears a radial hearing o f Norlh ".S~ degrees 31 minutes 06 seconds West; (8) THENCE with said curve to the left and with the apparent southerl y!'Ti ght-of ... way:ii ne\@f said West Vickery Boulevard, an arc length of 64 .. 3 7 feet to a point for .. co-mer; (9) THENCE North 32 degrees 24 minutes 30 seconds East, with, th~ apparent sou&,ierly right-of-way line of said West Vickery Boulevard, a distance of 221.53 feet to a R.O,W. Marker set for comer in the proposed northerly right-of -way :line of.saicl S:tat-ei[f:ghwa~ 121, said point being 67.46 feet right of and at right angles. · t-o GeJiltetill ne st~tibim 474+23.95 of the proposed centerline of State Highway 121; (10) THEN CE South 54 degrees 49 minutes 20 seconds East, wit h a projlosed:w~_s;Jex; · ;: t~ of-way line of said State Highway 121 , a distance of 148.46 f®t a 1(0}W". Mi:ril . · · comer in the proposed southerly right-of-way line of sat d St ate:-4Ii ghw.ay ui.,<said R .O .W. Marker being the beginning of a curv~:to the-left having~a rd ius ,o:f 1:S£4.1:6-T~t; a central angle of 01 degrees 01 minutes 34 seeonds :aJtd whose .rradius ,bear,s,,tr !mlml bearing of North 35 degrees 34 minutes 19 seoondsWest; (11) THENCE with said curve to the left, an arc leugth ,of33.73 feet ,\@ affi)int foroothet,; " • J~ ". ~ • : 'i; ~ (12) THENCE South 35 degrees 18 minutes 53 s~onds West, a di:s:tattce· o-flOA'.Oife.f tQ-a . point for the beginning of a curve to the left having a radius ,rf .F348.J_9 ;f elttl~l ~~~l l' angle of 15 degrees 13 minutes 17 seconds and wh ose radiu.s ~$!lr-St"ft t atliali hldti :Q!9 ~ 'I: .. ' J South 52 degrees 39 minutes 06 seconds East; (13) THENCE with said curve the left, an arc length of 358 .22 feet to a po int for ·comer; (14) THENCE South 22 degrees 07 minutes 37 seconds W-est, a distance of 2l 4:47 feet to a point for comer; (15) THENCE South 31 degrees 32 minutes 48 secon ds Rast , a dtstan ce of 23 ,92 feet t 0· a point for corner; (16) THENCE South 58 degrees 27 minutes 12 seco.nds West, a.distffl\i~e ,ofJ2.'5'4f~t.·.~·~ point for comer GORRONDONA & ASSOCIATES , INC . 6707 BRENTWOOD STAIR ROAD SUITE:SO FOR:T W8 1ITff.'~ 76Ui 1 :{7-49~'14?~·.f'AX 8174 !16>1-?68 . .. . ,. " -~--. -.. ,..;;,;,_ -· -~ . ...· . . ., ~- -~ · •.. ~ - Parcel No.;58E-PT1 ROW CS.Ji 0504-02-018 Date: J:uly 10, 2009 Exh'ibit Al "F,ag1 3 of S P,~es (17) THENCE South 22 degrees -07 minutes 37 secortds West, a distance of 269;83 fe:etto a point for the beginnin,g of a curve to the right having a radius of 1 Sl 6..3:9· feet,]1 central angle of 43 degrees 26 tninute.s 29 seconds and whose radius beats a racli:al b~arin~ 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 POlNT OF BEGINNING, and containing 326,705 square feet or 7.500 acres oflaird~ m.oreor less. Notes: (1) A plat of even survey date 'ker.ewith accompanies thls legal d .escriptipm. (2) All bearings are refere11eed to the project control for State R ighway 121. All bearings and distances are surface. (3) (4) All coordinates are g:cl(j com;d-i.:nates, hased oh the TexlfS Coordinate .Sy$tetn, NAD-83, North Central Znne, utUizing a T.xDo-T Surface Fa<rtor . o£.-LO@tJ1Q";for this project. Right-of-Way Maikers-,are 51.8 inch iron rodirwith blne~~p.s stamped 11,CJ'~oft~~P.~· & Assoc Inc Fort Worth Texas", unless otherwise noted. · ·· GORRONDONA& ASSOCIATES, INC . 6707 BRENTWOOlliSTAIRROAD SUITE so FORT WORTtt. T>EXA.S m l i · 8i'(-491f-Hl!I FAX~8114 ,9'-1.1,s . . : . . . . . ----.• -........... ~-. ,t, ,-_~....:-~.:::: ,.,. ·~ ~." -t ~ ·i: ... \i._, ' : : ' T Special Note: Parcel No. 5.8E-PT1 ROW C$J: 0504-02-018 Date: July FQ, 2009 Exh.thit A,, P-age 4 of SJ>-ages Gorrondona & Associates, Inc. could not locate any documentation ( deeds, easements; agreements, etc ... ) regarding the location of the south right-of .. way litre of West Vi;okery Boulevard along the common property owned by the Union Pacific Railway G0mpany. Gorrondona & Associates, Inc. utilized two research compaeres, and also contacted various City of Fort Worth officials along with researching the city records .and archiv e vaults and cun:tacting Union Pacific Railway Company Real Property Department. After research faHed to reoover any documentation, Gorrondona & Associates, Inc. was instructed by the City of EOlt iW:e-rth-to o-ffset 9.5 feet south of and parallel to the existing south curb line or projected south--curbltne-ot\'West Vickery Boulevard. I HEREBY CERTIFY TO THE NORTH TEXAS TOLLWAY AUTROlUTY fflAT rms SURVEY PREPARED BY ME WAS ACTUALLY MADE U}>:O'.N T~ CROUND ~O THAT IT AND THE INFORMATION, COURSES, AND DISTANCE:S SHOWN 'rHBR'BON ARE CORRECT AND THAT THE TITLE LINES AND LINES OF ACTUAL P0SSES8f0N ARE THE SAME. \-<: Richard Kennedy Registered Professional Land No.. 5527 ., . ,, ,_ f c.·· i GORRONOONA & ASSOC1,A™;{NC. ~7()7 BJlf:l'l'TWOO() $.T'AIR ROAP S!JtraSO FORT WORTil, TEXAS .76U2 8t7.41J6,1424 FI\X 817'496-1768 ~·-·--::....... •• , -·-,<. •• ,'/,,<.:.,,;_~.,ff:.· .• ·._, .. ·,.-;:.. •. , .. _ ---- i,l'<.-., " "'' ,· ~ .~,: TRINITY RIVER -/ .,.· ·,1":, { CUIM: Q(TA IWllUS-1432.311' A-44"21'38" NIC-1112.33' i!jJINJil~INI l?~<C!IFl!C MnU~(Q)~JD) v~~ ~{65' S. C. INMAN SURVEY NO. 824 ABSTRACT / . ,' PROPOSED RIGHT-<IF'-WAY 67.46' RT. 47#2.3.95 CURVE TABLE ,CURVE RN:JIUS, ,, oaTA AAC , C'--3 , 1200',QQ 03'.04 24" t 6'4i.37' • ,C-4. 188at~6 Ot:01'32"_ 33.7·3'. I I C'--6 ' 15116;39' 43:12:6'29" 1,1-49,7-3• -I 30:0 , , NO&TH ~ TOLLWAV AtfftlORITY , ----, _.....,j ' ., ~T(A7'$. HIC;B"!{:AY , ,ef~ ,f . 11111111!11!!!!!1111!1!::~~ -.Ja.C~T-OF-1',~"rf' :PLil'T-~ , f.'MC9!1-No ,; ~t,~-:P,r1 , IESMT ARtA: 7'!509 .. (.A'.C. ,\ r I 14792939\V-13 EXHIBIT A-2 TO CONSTRUCTION COORDINATION AGREEMENT Depiction and Legal Description of Crossing Area (Hulen Street Bridge) [Parcel 58E-PT2] A-2-1 Parcel No. 5S-E-PT2 ROW CSJ: 0504-02-018 Date: July 10, 2009 Exhibit A, Page 1 of 4'.Pa-ge_s Being a 2 .740 acre tract of land situated in the S. C. Inman Survey, Abstract No. 824, City'Or.iEort Worth, Tarrant County, Texas, said 2 .740 acre tract of land heing a portion of the Fort Worth Davidson Yard of the Union Pacific Railroad Company, said 2. 740 acre tract of land beirn.~/mpre ,t particularly described by metes and bounds as follows: COMMENCING at a 60d nail found for the most westerly southwest comer of a W.'24 p.cre · tract of land (by deed) deeded to the Texas & Pacific Railway Company as .recorded in Volurtt¢ 963, Page 273 of the Deed Records of Tarrant County, Tex,as; TEIBNCE North 89 dem;:ees:.~'1 minutes 31 seconds East, with a south line of said 10 .24 aGre traot ofland, a distance ·of 3'59(66 · feet to a fence corner post found for the most easterly .southwest oo.mer of said l0.24 acre tract ~f land; THENCE North 21 degrees· 3.2 minutes 2·@ s-eoomis -East ,{R~rak Beating}, a .dt§tafic~J$f:_ , , 1862.14 feet to the POINT OF BOOINNmO. s1titl .pnitrtioein;g iu-.the apl)aren t stmii:m:-t\:'' · , ~t~·,/ of-way line of West Vickery Boufovard, s_aid point.ha:vmg ;gri-d ;reoo.nHnates of"N=6)f · .· ,t_· ~ and E=2,310,953.89, said point being 160;9S foet right dfruttl at 1'gfit1lhgles -to ·centerl~i~~JiO.rt.-"- 479+21.44 of the proposed cen:tef1ine of Sta'te Hi_ghw~ 1,21-, said painta1so,beiugthe b ;., "' ~-·-'-'.'.' ·i , of a curve to the left having a radius of 1200.00 feet, a (:}entral :angle otoo:degrees 1'34n , seconds and whose radius bears a radial bearing of North 42 degrees 55 minates 36 ,$~ntls.( ,i .. •. West; (1) THENCE with said curve to the left and with the apparent southerly right-of-way line ·of said West Vickery Boulevard, an arc length of 130.39 fe~t to . a ,point ,for comer; (2) THENCE South 17 degrees 03 minutes 14 seconds $ast a; tii'statfl~~ of 121 .9'9 f~e r t~ia, point for comer; (3) THENCE North 52 degrees 48 minutes 26 seconds Rast, .a-.dlsUmce of:33.&8.,(~•i i).c:.ia -.\ J,:;.i point for corner; ,.. .· ' .. ~ (4) THENCE South 37 degrees 11 minutes 34 seconds EM't\ a -dls:tffll.e-e of 36.00 fee't ,tct .--a~ · point for comer; (5) THENCE South 52 degrees 48 minutes 26 seconds We--.st, a di's'.tanoo of47.©8 feet to a point for comer; (6) THENCE South 17 degrees 03 minutes 14 seconds East; a distance:of 105.78 ':f::eet ,~;·,@; point for comer; (7) THENCE North 58 degrees 27 minutes 12 seconds East, a distoo:~e --ef 27>1(, f.ee b t~~ point for corner; GORRONDONA & ASSOClA TES, INC. 6707 BRENTWOOD STAIR ROAD SUITE SO FORT WORlH, 1iSCAS 761 iz '817-496-1424 FAX 8'11'4'96-'i768 I r Parcel No. 58E-..P'f2 ROW CSJ: OS04 --:~2:.ot8 Date: July 10, 20_9:9 Exhibit A, Pa-ge !·ot,4 ~age-s (8) THENCE South 31 degrees 32 minutes 48 seconds East, a distance of 34.00 fe-ef 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) THEN CE South 1 7 degrees 03 minutes 1,4 seconds East. a di~t~ce o'f f/,3 8.1'7J feet to a point for corner in a northwest line of the Trinity River; (11) THENCE South 64 degrees 52 minute:s 42 -seoocids. West, _with a.,nq-ttl{ ~sH:ih't ~o'.~fSaith . Trinity River, a distance of 115.14-feet to a puint for comer; (12) THENCE North 17 degrees (,)3 minutes 14 seconds West, a:-distattoe,o'f 'Vi25)'~(-c:fol:to -~· point for corner; (13) THENCE North 31 degre-es 32 minutes,4-8 s econds West, a. d:istanee-of 34.00' feetto a point for corner; ·· (14) THENCE North 58 degrees 27 mi:mttes 12 seconds :Rast,1a distance m:f-&.V.~?<f®t to:a.:p.~Jnt for corner; ' /r (15) THENCE North 17 degrees 03 minutes l4 seco nd's West, a ,t:'Hs:tattte ,tH)3A4,fee no u point for comer; (16) THENCE North 37 degrees 11 minutes 34 seconds We:st; a distanc e o:f·36.00 teer ~10 a point for comer; (17) THENCE North 52 degrees 48 minutes 27 seconds Eas t,_n distance of 13 .20 -feet to a point for corner; (18) THENCE North 17 degrees 03 minutes 14 seconds West, a-dj;st$.lce\HJI'!O,o.64X®tt Q'.H!.e POINT OF BEGINNING, and containing 119,350 squa:r~ fee ,;'~r ·2~140:c:a!,1fe:s; s1;~t tand,, more or less . · ... ·~_.; ... _ Notes: (1) (2) (3) (4) Special Note: Pare.el 'No; 5lj~P'f2 ·~~ ROW CSJ: D504-02-0'.l8 Date: July 10, 2009 Exbibit A, Page 3 of '4 ,Pages A plat of even survey date herewith accompanies this legal description. All bearings are referenced to the project control for Sta.te Hi,gbw ay 121 . All bearings and di:staooes are surface. All coordinates are grid coord1nates, based on 4h-e Te.xas...:.9 oordinate Sy.s tqn1 NAD-83, North Central Zone, utilizing a TxB.oT $,ur;faee . ~acfor. ~f h 001QI,l for- this project. Right-of-Way Markers are$/& inch iron.rods wi tkblu:~~p.:s!:St@m ped "Gottct!i~ona & Assoc Inc Fort Worth 'Vexas'', unless oth erwl'S~J)tot ed . ·· Gorrondona & Associates, Inc. could not tocate any dO U'1:nte.ntw:loa · td$~ ,1ea&em:e'll'.!:ir c:· , agreements, etc ... ) regarding the location of the s-01,1,th tight .. {)t"-·w:ay •. lii,,:e,, of'"W,est. ~6k.qi "· Boulevard along the common pr.ope.fly owned by the .Un.iJJR Pacific ·R;aUWa,y·· "~qµtl)a:ilY,~: Gorr-0ndona & Associates, Inc. utilized two neseareh ae.mptutil'ffl. ·and"ffl'.S'o,,'00,f!lt~ted. \?'~Q,~~tiec of Fort Worth officials along with researching th.e: ciw;re-cor.tl s,:and.;ar~hi,~e,:yaulirs:tn(d\etttrl~~ti'~g, Union Pacifi c Railway Company Real Propet,ty Depatttmmt.. After rces:ear.oh fa :H'ed&to cteoovet~~j docwnentation, Gorrondona & Associates, Inc. was instructed: by &e QJty of !Fett Wl:l'f.tli to ;9'ff~t .. ~ '. ' '· " 9.5 feet south of and parallel to the existing .south cn:rbliin..e ·Olt']li'Ojeqteq~imuth,.tmrblfoe ofW~§t Vickery Boulevard . I HEREBY CERTIFY TO THE NORTH TEXAS TOLl,WA'Y AUflfOR.ffY T.l!AW ~~S'_' .... ;;,. ·-• SURVEY PREPARED BY ME WAS ACTUALLY MAt>"E UfON T•. @OUtij),A®J1J:f _ THAT IT AND THE INFORMATION, coµRm s, AND D{~.i\:NC~;~$lfJJ.W!N' ''Willi[_ ":)/' ARE CORRECT AND THAT 'FHE TlTLE LlNES AND :LI'NiB .€l';F-$.i,(;S.f(JA{. P~$~$"S,f•i ARE THE SAME. Rkhard Kennedy Registered Professional Land · · No. 5527 _ ... ,:-# .-f"~ •. ,\ .,! -1:.1 GORRONDONA & ASSOCIATES, INC . 6707 BREN:rWOOb·STAl RR'OAt) surnno FORTWOR.l'I\TSXAS'. .1ru2 ·{1:749&;Ji!Z4 FAX,s:tt;-~~168 ' ·--··· ·------··----·--~-~-· ~ -·---. ~-~· ~ ·_.· " -·· . ·· . .-. --· --~·-·~ .... -3\:' '. :1,, "': ~ri ·:·~'.,f'' .j/.< •1 'I'/' ._.sb~:~\l.~1 ~~-~~1li .. ~ ,I. 11.DI~I.Q~-?~COfilC !MIBl!..RlO~li» ' '. ""'"''l!J"'• ·~ -~q ~~ " ~;~, t p ;:.~· .... :... 10.2~ ACRES ITXAS & PACIFIC RAILWAY COMPANY 1/0WlolE 963, PAGE 273 D.R.T.C.T. .,, ', .: ~--l />if, N=S,946,560.98 E•:Z.310,953.89 P.O.B. t CUIM ~TA IWlKJS-1432-40' t,,,1215'.42'29" Nt.0-717.70' UINIOO~ !PAe!fOC MOIL~O~rtiJ I .CURV,E 1)\BLE I CURVE I RADIUS· I DELTA I AAC 1 c-1 1 1200:ocn. o6"t.l32" 1130$, · ,___ ____ .::s....,·:Q@ ,:'r~p~WI T~ "FOLLWAY AUTHORTIY .. r,.·t I ST:A?f'1J' H'lGHW;AY ,1,2;1 ! , , "RfcHT-OF-W:A'Y. PUT . .,.. ...... ' . ' 14792939\V-13 EXHIBIT A-3 TO CONSTRUCTION COORDINATION AGREEMENT Descriptions of Easement Centerlines for City Utility Work -Parcels 23PE - 1 to - 4 A-5-1 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PROPOSED 48" WATERLINE 5701 W. VlCKERY BL VD., 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 5/8 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 ip 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 comer in the southerly right-of-way line of said State Highway 121; THENCE North 63 degrees 3'3 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 of93.42 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 comer; 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 of2 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 THENCE North 41 degrees 11 minutes 58 seconds East, a distance of 213.43 feet to a point for comer; THENCE North 52 degrees 26 minutes 58 seconds East, a distance of 170.17 feet to a point for comer; THENCE North 18 degrees 27 minutes 14 seconds East , a distance of 122.65 feet to a point fo r 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 East, a distance of 26.00 feet to a point for comer; 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~8J, North Central Zone, utilizing a TxDoT Surface Factor of t.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 Page 2 of2 EXHIBIT "B" FN D 5/8" IR W/CAf' "GO RRON DON A" NOTE: ALL 8EARINGS ARE BASED ON TH£ TEXAS COQROINATE SYSTEM, NAD-83, NORTH CENTRAL ZONE, UTILIZING A TXOOT SURFACE FACTOR Of 1,00012 FOR THIS PROJECT. M.1. BE'AA INGS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121 . ALL BEARINGS ANO DISTANCES ARE SURFACE. I I TEXAS & PACIFIC RAILROAD COMPANY VOLUME 705, PAG t 29 VO LUME 963, PAGE 273 VOLUME 4558, PAGE 2 76 D.R .T.C.T. TARRANT COUNlY WATER CONTRO L ANO IMPROVEMENT DI STRICT No . ONE 1 oo .o· 8U ILOING RESTR ICTI ON EAS EM ENT VOLUM E 4 556 , PAGE 9 D.R.T.C.T. --~ CE NT ERLI NE PROP OSED 48" WArE RLI NE 250 125 0 I i I SCALE I_N FEET LINE L-1 L-2 L-3 L-5 L-6 L-7 L-8 L-9 L-10 L-11 250 , L-12 L-13 L-14 L-15 City or Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A PROPOSED 48" WATERLINE OUT OF A TRACT OF LANO SITU>,TEO IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED fN VOLUME 705, PAGE 29, VOLUME 963, PAGE 273, & VOLUME 4558, PAGE 276 OF THE DEED RECORDS OF TARRANT COUNTY, lEXAS PRO;ECT: WATER AND SANITARY SEWER RELOCATIONS 'MTHtN UPRR CITY PROJECT No.: YARD FOR SH 121T. PROPOSED 48 DAm SEP'T'EMBER 18, 2009 . P>«. t OF 1 SCA1..E: t" • 25(t ~-.tc ~TES. INC. • 8707 8RENTVt'OOO STAIR~. SUITE 50 FORT WOR'Tli, TX. 76112 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 EXHIBIT "A" Being a centerline description of a proposed 48" waterline situated in the S .C. Inman Survey, Abstract No. 824, City o f Fort Wo11h , 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 7 8 5 , 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 comer 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 comer of a tract of land deeded to T.E.S.CO. as recorded in Volume 258.8, Page 562 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod with cap Stanlped "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 Tex,ls 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 fut 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 of34.71 feet to the POINT OF BEGINNING; THENCE North 21 degrees 44 minutes 14 seconds West, a distahce of 554.71 fe'et 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 of2 WATER AND SAN IT ARY SEWER RELOCATIONS WITHINUPRR YARD FOR SH 121T CITY PROJECT No. 01332 l>ARCEL No. 23-PE2 PROPOSED 48" WATERLINE 5701 W. VICKERY BL VD., 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 Page2 of2 ) VICINITY MAP TEXAS & PACIFIC RAILROAD COMPANY VOLUME K, PAGE 589 VOLUME 875, PAGE 96 VOLUME 8643, PAGE 1153 O.R.T .C.T. NOTE: AU. BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM, NA0-83, NORTH CENTRAL ZONE. UTIUZINQ A lXDOT SURFACE F>m"OR Of 1.00012 FOR THIS P~ECT. ALL BEARINOS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121 . AU. SEARINGS ANO DISTANCES ARE SURFACE. 250 ' 125 0 11 .! SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A PROPOSED 48" WATERUNE OUT OF A TRACT OF LAND SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 VOLUME K, PAGE 589, VOLUME ir:~/8t° ~N6, & VOLUME 8643, PAGE 1153 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS PRO.ECT: "WATER AND. SANITARY SEV,£R RELOCATIONS v.llHIN UPRR Y~ FOR SH 121T, PROPOSED 48 WATERLINE CITY PROJECT No .: 01332 JOO NO. 0505-1628 OAAWN BY: T.T.W. CAOO f1L£: 1628EG-EMT.OWG D.l.TE: SEPTEMBER 18, 2009 PN..£ 1 OF 1 SCALE: 1" -250' 250 I I OORROHOONA & ASSOCIATES, INC. • 8707 BR00W000 STAIR ROAD, S\l!T£: 50 FORT WQffTH, TX. 7e112 F~ 817_.96-1768 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 PARCEL No. 23-PE3 PROPOSED SANITARY SE'WER LINE 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a centerline description of a proposed sanitaiy sewer line situated in the S .C. Inman Survey, Abstract No . 824, City of Fort Worth, Tanant 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 comer 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 reco rded 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 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 L 10 feet to a point for comer; 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 dist~nce of 891.67 feet to the POINT OF TERMINATION, said point being in the southeriy right-of~way line 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. AU bearings referenced to the project control for State Highway 121 . All bearings and distances are surface. Da:te: September 18, 2009 Richard Kennedy Registered Professional Land No. 5527 1 of 1 VICINl1Y MAP .,/ ., ., .,,,.,.... ., EXHIBIT "B" TEXAS & PACIFIC RAJLROAD COMPANY VOLUME K, PAGE 589 VOLUME 677, PAGE 405 VOLUME 963, PAGE 273 D.R.T.C.T . CENT£RLIN£ PROPOSED SANITARY SEWER TARRANT COUNTY WATER CONTROL ANO \ IMPROVEMENT DISTRICT No. ONE 100.0' BUILDING RESTRICTION EASEMENT ,-· VOLU ME 4556 . PAGE 9 .,-,- 0.R.T.C .T. .,- // .,-~ef // s0 / ~ P,O.B. // #.<v~ / r1.:~ / _$:-~Y. ... '\, / q-., ,.~·,o / (, ,. ... ~ ,; // ~§'~'~ ~ / ef:. .· P~O.C. RADIAL BE4.RING N 52'45'l7"E 1~1.541 / #, ~ FND 5/ll"IR 1 / f?'v~/ ~i.t> . mo!Nl~'inf !Ptl~W~~ / {<,~ J','\ TARRANT COUNTY WATER COITTROL ANO / ft~iJ IMPROVEMENT DISTRICT No. ONE ~================::::=:1 s...,, VOLUME 4528, PAGE 623 6'i~ O.R.T.C.T. 250 125 I 11 0 SCALE IN FEEr FOKTWOR'fH City of Fort Worth ~ 1000 THROCt<t,!ORTC>N STRW FORT WORiH. TE)(A$ 7~102 EXHIBIT SHOWING A PROPOSED SANITARY SEWER LINE OUT OF A TRACT OF I.AND SITUATED IN THE S.C. INMAN SURVEY, ABS.TRACT No. 824 t,S RECOROEI;> .IK VOLUME K, PAGE 589, VOLUME 677, PAGE 405, & VOLUME 963, PAGE 273 OF THE DEED RECORDS OF . TARRANT COUNTY, TEXAS PRO.£CT: WA'l'Eft ANO SAN1TARY SE¥£R RaOCATIONS v.11HIN UPRR Cl1Y PROJECT No .: 01332 YARD FOR Sli f21T. 250 I ~ l ASSOCIATES, INC . • 6707 BRENTWOOD STAIR ROAD, SUITE 50 FORT WC)RTH, 1X. 78112 • 817-496"'.'1424 F~ 817-496-1768 WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 1211 CITY PROJECT No. 01332 PARCEL No. 23PE-4 CENTERLINE SANITARY SEWER DESCRIPTION 5701 W . VlCKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Bei n g a c enterline d e scrip t io n of a sa nitary sew er line situated in the S.C . Inman Survey, Abstract No . 824, C ity of Fort W orth , T a rrant C oun ty , Texas, said centerline description being out of a tract of land deeded to Texas & P acific Railroad Company as recorded in Volwne 875 , Page 96 , of the Deed Records of Tarrant Co unty, Texas, sa id centerline description being more particularly described by ·metes and bounds as follow s: BEGINNING at a point in the proposed southeast right-of-way line of State Highway 121 , from which a 5/8 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 4 7 degrees 48 minutes 28 seconds East, a distance of 81 .23 feet, and from which a 5/8 inch iron rod with cap sta mped "GORRONDONA;' found for comer in the proposed southeast right-of-way line of said State Highway 121 b ear s South 4 7 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 t o a point for comer; THENCE North 53 degrees 33 minutes 55 $econds 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 O F TERMINATION ; NOTE: All bearings are based on the Texas Coordinate System, NAD-83 1 North Central Zone , utilizing a TxDoT Surface Factor of 1.00012 for this project. All bearhigs referenced to the project control for State Highway 121. All bearings and distances are surface. Richard Kennedy Registered Professional No. 5527 Page I of 2 200 I LOT i-A-RI ct l-'4.-R2 BLOCK 7 FACTORY PLACE CIBINET A. SUOE 5597 P.R.T.C.T. 100 I SCALE IN FEET 200 ' ~- ()' " -0. ':) .. ,, ... v' '\, '.\()• ~/ •'V / ~~,, CENT ERLINE .., PROPOSED SANITARY SEWER FND 5/8' IR W/CAP "G<lRRONDONA~ NOTE: ALL l:IEARINGS ARE BAS(!) ON THE'. TEXAS COORDINATE . S'r'Sl!M , NA0-83, NORTH CENTRAL %ONE. OTIUtlNG A TXOOT SURFN::( FACTOR Of 1.00012 FOR llilS 'PROJE;CT. All. BEARINGS REFERENCED TO ntE PROJECT COtlTROL FOR STATE HIGHWA'i' 121. ALL 8£ARINGS ANO. DISTANCES ARt SURF',1,CE. TEXAS & PACIFIC RAILROAD COMPANY VOLUME 875, PAGE 96 D.R.T.C.T. LINE L-1 L-2 L-3 L-4 L-5 City or Fort Worth EXHIBIT SHOWING A 1000 THROCKMORTON STREET FORT WORTH, TEXAS 7~ 102 PROPOSED SANITARY SEWER LINE OUT Of A TRACT Of _I.ANO SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 1,S RECOROEO IN VOLUME 875, PAGE 96, VOLUME. 963,. PAGE 273., & VOLUME 4558, PAGE 276 Or THE DEED RECORDS OF TARRANT COUN1Y, TEXAS PRO.ECT: WATER AND SANITARY SEWER RELOCATIONS Vt1THIN UPRR CITY PROJECT No .: 01332 YARD FOR SH 121T. GORROHOONA 4: ASSOCIATES, INC. • &707 BRENTWOOD STAIR ROAD, SUITE 50 FORT WOltTH, TX . 76 11 2 - 1479293 9\Y-13 EXHIBIT A-4 TO CONSTRUCTION COORDINATION AGREEMENT Depiction of Temporary Construction, Staging and Access Areas for City Utility Work A-7-1 WATER AND SANITARY S'.EWER RELOCATlONS WITHIN UPRR YARD FOR SH 121T CITY PRO.TECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKERY HLVJ),,FORT WORTH S.C. INMAN SURVE-Y, ABSTRACT No. 824 EXWlUT "A" Being a temporary co11Struct ioa ~asement ~ituated in th e S.C. Inman Survey, Abstract No. 824, City of Fort Wortlh tarr~t County, Texas, sai,d teJ11p9rary constn,ction easement b eing out of a tract of land deeded to Tex as & Paci fic, Rai:lroad Cqmpany 11$ recorded i:n Vohittie 875, Page 96 :of the Deed Records .of Tarrant Comity; Texas, said temporary construction easeme:t1t being more patticularly described . by metes a_nd ;bounds as .fo[lo:ws : ,BEGINNING at a point in tiie proposed. sou:th~J.lst right-of.:way line ·or State Highway 121, from which a 5/8 jnch iron rod with. 9ap sta111ped '~GQRI~.()NDONA'' fot.µ1d for corn ~r i~ the proposed southeast.ltgbN>f .. way line: of sa id State Highway t21 bears · South '41'degrees 48 1ninutes 28 seconds West, a distance of 552.64 feet; ·TIIENCE North 47 degrees48 .rninu.t~s 28:.~¢®»:,ds ·B~st, '-Yith th:S!:proposedsoutlte~t right~of-way litte (jfS~id '.State]li'ghway 12:l, a.cl1stanc.e of l i 7 .89 feet to a 5/8 inch irnn rod with cap .$tamped '(OORRONDONA" found for corner; THENCE North 48 degrees 40 ,milmtes 20 seconds East, with the proposed southeast right-of-way line of said State High,wey [21, a distance of I 50.92 feet to a 5/8 inch iron rod. with eap ·stamped "'GORRONDONA" found for corner; THENCE North 49 degte¢s:24 n:rin'illes 45. seconds East, with the p,rqpose,4 southeijSt dght--of-wa;Y line ofs,aiij .StateI,J,'i,g~way· 121., a distance , oft8.lS 'fe~t to a 'Point for c0rner1 from .whfo~ s.,S/~ iticnJr:gn rod wi:tb CJIP st~ttrped "OOltRONPON A" found for corner bearsi North 49: de.gr~es .24 n1ittutes 4~; sec011tls East, a. distance of 129.83 re~t; 'THltNCli; SouthAO degrees 3:5 ou:nutp,s 15 seQPI1ds &,.st; adisrance ()fS3 .62 fe¢t to a p(,jint for corner; . TIJ'ENCR South S6, degrees :02 minutes . 36 seconds Virest, a distance of 69 .16 feet to a point for corner; TRlliNOl!} South S4 degrees 34tnfuutes 01 s'¢conds W'est1 tfdistance of53.66 feet to a point for corner; THENCE South 52 degrees,49 miri.utes 36 seconds West, a dista nce of6'6.85 feet to a point for corner; THENCE Smttli 51 degrees ,oo 1ninutes 00 seconds West, a dista,~ce of 46.42 feetto a point for .comer~ · \VATER AND SANITARY S:EWER RELOCATIONS WITHINUI>RRYARD FOR SH 121T CITYPROJECT No. Ol332 TEMPORARY CONSTRUCTlON EASEMENT 5701W.VlCKERYBLVD.,l!"ORT WORTH S.C. lNMAN 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 degrees 11 minutes 32 seconds West, a distance of 60 .. 23 feet to the POIN'I' OF BJi:GiNNING, and c<n'.!taiufo.g 'l 9',806 squate feet or 0.455 acres .of land1 n'.lore or Jess . . . NOTE: All beadngs arc based on the Texas Coordinate System~ NAD-83, North CentrafZ,011<:!., utilizJng a Tx!)(,ff Su~ge Fact9i ·<>f 1..00012 (-qr tfris ptoJ~t. All bearings· tef~renced to the project: control for State ltighway -f 21 _, An b~_arings ahd -dfatances ate :sm:face. . . RJQhatd Kennedy R.egtsteted Professional Laiid · No.S'Yl/1 Page2.of2 . .. 'lit. IDtr\VQaB ·· .. ~ .. EXHIBIT P~o.B. N"'6,94,7,4,~2. HI E•2,3'1 f;91!6 .0'0 275 .J~· RT; 5613'+52.23 100 I TEMPORARY C0Nsmu'6r10111 .• EASEMENT 19.806 sq. Fr. OR 0 .455 AC. 50 0 100 .·.;1_r I SCALE lN FEET City of Fort Worth tOciO .·'.fR ROCf<l,lORTON STREer FORT' WORTH ; tEXAs· 7610,21 No:.: 00107 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 EXHIBJT "A" Being a temporary construction easement situated in the S.C. Inman Survey, Abstract No . 824, City of Fort Worth, Tan-ant 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: BEGINNTNG 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 1ight-of-way li .ne of said State Highway 121, a distance of7 l.99 feet lo a point for comer; 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 of301.98 feet to a point for comer; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of l I 0.93 feet to a point for comer; TlfENCE North 07 degrees 26 minutes 58 seconds East, a distance of 63.90 feet to a point for comer; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 134 .90 feet to a point for corner; THENCE North 41 degrees 11 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 fe.et to a point for corner; THENCE North 18 degrees 27 minutes 14 seconds East, a d.istance of 126.46 feet to a point for comer; Page 1 of 4 WATER AND SA.NITA.RY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121T CITY PROJECT No. 01332 TEMPORARY CONSTRUCTION EASEMENT 5701 W. VICKERY BLVD., FORT WORTH S.C. lNMAN 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 comer; THENCE North 64 degrees 16 minutes 10 seconds East, a distance of J 25 .00 feet to a point for comer; 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 po int for comer; THENCE South 80 degrees 37 minutes 31 seconds East, a distance of 66.23 feet to a point for comer; THENCE Sou th 26 d e gre e s 45 minutes 02 seconds East, a distance of I 40.93 feet to a point for corner; THENCE South 63 degrees 28 minutes 45 seconds West, a distance of I 00 .00 feet to a point for comer; THENCE North 26 degrees 45 minutes 02 seconds West, a distance of 109. 7 l feet to a point for corner; THENCE South 63 degrees 29 minutes 59 seconds West, a distance of381 .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 corner; TH.ENCE South 64 degrees 40 minutes 16 seconds West, a distance of J 25.00 feet to a point for corner; 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 comer; Page 2 of 4 - WATER AND SANITARY SEWEH RELOCATIONS WITHIN UPRR YARD FOR SH 121T CrTY PROJECT No. 01332 TEMPORARY CONSTRUCTION F.ASEMENT 5701 W. VICKERY BLVD., FORT WORTH S.C. l'NMAN SURVEY, ABSTRACT No. 824 THENCE South 18 degrees 27 minutes 14 seconds Wes t, a distance of J l 8.84 feet to a point for corner ; THENCE South 52 degrees 26 minutes 58 seconds West, a distance of I 77.42 feet to a point for comer; THENCE South 41 degrees 11 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 1 [4.08 feet to a point for comer; THENCE South 07 degrees 26 minutes 58 seconds West, a distance of 63 .90 feet to a point for comer; THENCE South 29 degrees 56 minutes 58 seconds West, a distance of 201.70 feet to a 5/8 inch iron rod found for comer 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 of37.49 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 W£THIN UPRR YARD FOR SH 121T CITY PRO.JECT No. 01332 TEMPORARY CONSTRUCTfON 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. A II bearings referenced to the project control for State Highway 121. A II bearings and distances are surface . Date : September 23, 2009 Richard Kennedy , Registered Professional Land No . 5527 Page 4 of 4 _ ..... 200 EXHIBIT "B" VICIN llY MAP EXISTING ROW 100 0 SCALE IN FEET FND 5 8" IR W CAP CORRO N OONA PROPOSED ROW ....-~P.0.B. N.,.6,!)-4 5,096 .JG Ec,2 .309 ;848'.80 FNO 5/6" IR W/CAP "CORRONDONA " A TEMPORARY CONSTRUCTION EASEMENT 194,216 SQ . FT . OR 4 .459 AC . :: .. <!:. .. w z NOTE: AU Be:ARINGS ARE BASED ON THE TEXAS COORDINATE SYSTOA, NA0-83, NORTH CENTRAi. ZONE , UTILIZING A TXOOT SURFACE F...cTOR OF 1.00012 FOR THIS PROJECT. AU. BfARINGS REFERENCffi TO THE PROJECT CONTROL FOR STATE HIGHWAY 121. AU BEARINGS ANO DISTANCES ARE SURFACE. City ot= Fort Worth EXHIBIT SHOWING A 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 TEMPORARY CONSTRUCTION EASEMENT OUT Of A TRAC T Of LANO SITUATED IN THE S .C. INMAN SURVEY, ABSTRACT No . 824 AS RECORDED IN VOLUME 705, PAGE 29, VOLUME 963, PAGE 273, VOLUME 4558, PAGE 276 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS . 1'.ROJECT: SANITARY SEv.£R EXTENSIONS f'OR STONEGATE BL\,{). • (ct.EARFORK MAIN ST.) EASEMENT ACQUISITION AREA 194 216 S UARE FEET OR 4 .459 ACRES RICHARD KENNEDY JOB NO . 0505-1628 OAAWN fN: T.T.W . CADD Flt£: UPRR TEMP CONST ESllTS.dw REGISTERED PROFESS10NAL LANO SUR'wrYO DATE: SEPT{MBER 23, 2009 PAOE 1 or ·2 SCA!.£: 1" • 200' NO. 5527 .. < :: w z _J I u ~ 2 VICINITY MAP L-12 <r.:-: .--:-:-:-:·: :-:1' ············-- :::1 :::::::::::::::::::::::::f ~ EXHIBIT TEMPORARY CONSTRUCTION EASEMENT 194,216 sa. FT . OR 4.459 AC. I :::::::::::::. I ...J,·::::::::::::l ...I ·:::::::::::: -14 L-10 ·:::::::::::: _!:... _ _ <, •••••·\••·•·•·•zz rmrns····•···•·····•·•••••·•··i >••···•·•·•·•·?••L±@ a,, L-23 Nb ........... i o L 19 a, I ........... ..-N ............ N -.......... , ( I ............. I l ........ .. ._ .. _. .. ......... -' -' L-21 -' -'ff)~ LINE L-1 L-2 L-J L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L,-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24 L-25 L-26 l-27 L-28 L-29 L-30 L-31 L-32 LINE TABLE BEARING DISTANCE N 63'33'18"E 71.99 s 12"56'00''E 237.38 N 89"37'31 "E 301.98 N 29"56'58"E 110 .93 N 07'26'58"E 63 .90 N 29"56'58"E 134.90 N 41'11'58"E 220.33 N 52"26'58"E 162.92 N 18"27'14"[ 126.46 N 6S29'25"E 241.39 N 25·43•49''w 140.27 N 6fl 6' 10"E 125.00 s 25"43 '50"E 138.57 N 63'29 '25.E 427.24 s 80"37'31 "E 66.23 s 26"45'02 "E 140.93 S 63'28 '45"W 100.00 N 26'45'02'W 109.71 s 6.3"29'59'W 381 .98 S 25' 43'50"E 58.50 S 64'40 '16 'W 125.00 N 25·43'4-g"W 55.92 S 63'29'25 "W 211.4-2 s 18'27 '14-'W 118.84 S 52"26'58''W 177.42 s 41·11·se"w 206.54 S 29'56'58"W 114.08 S 07'26'58"w 63.90 S 29'56'58"W 201 .70 N 32'4--4-'04"W 37 .49 S 89'37'31 "W 359 .66 N 12'56'00"W 276.68 200 100 0 200 NOTE! ALL BEARINGS AR( BASED ON 'THE TEXAS COORDINATE SYSTEM, NA0-83, NORTH CDITAAL ZONE. unUZlNG A TXOCIT SURFACE FACTOR Of 1.00012 FOR THIS PROJECT . AU. BEARINGS Rff'ER£NCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121 . ALL Be:AAINGS AND DISTANCES ARE SURFACE . SCALE IN FEET City. or Fort Worth ->',G' EXHIBff SHOWING A 1000 lliROCKMOR'TON STRffi f'ORT WORTt!, TEXA.S 76102 TEMPORARY CONSTRUCTION EASEMENT OUT Of' A TRACT Of' LANO SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 AS RECORDED IN VOLUME 705, PAGE 29, VOLUME 963, PAGE 273, VOLUME 4558, PAGE 276 Of THE DEED RECORDS OF TARRANT COUNTY, TEXAS PROJ£Cl: SANITARY ~ E>m:NSIONS FOR STONEGATE BLI.O. PRJ. No.: 00107 (Cl£ARF'OAI< MAIN ST.) EASEMENT AC UISITION AREA 194 216 S UARE FEET OR 4.'4-59 ACRES JOB NO . 0505-1628 OAAWN BY: T.T.W. CAOD f1lE: UPRR TEMP CONST ESllTS.dw Di.TE: SEPTEMBER 23. 2()()g PAGE 1 Of 2 SC4L£: 1 • • 200' GOAAONDOW. & ASSOCIATES, INC . • 6707 BROOWOOO STAIR ROAD, SUITE 50 fORT WORTH, TX. 76112 EXHIBIT "A" PARCEL No. 51 TE PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT P202040382 29 July 2009 Page 1 of 3 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 Add ition , 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 5/8 inch iron rod with cap stamped 'Gorrondona ' found for the Southwest corner 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 77°47'50" East, along the said proposed South right-of-way line , 0.28 feet ; THENCE North 67°01'33 " 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 75°53'38" East, cont inuing along the said proposed South right-of-way line, 7.07 feet; THENCE South 22°58'27" 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 conta ining 2,678 square feet or 0.06 of an acre of land more or less . NOTES • VICIN ITY MAP N.T.S . I! 0 -1 " 0 " :I ~ w > QC. ::, V) QC. ~ 1-w w ~ 1- (/) !It ~ >-a,< u >-w _jf ~ t~ RUTLEDGE :~ STREET : 60' ROW I I -------------~--- UNION PACIFIC RAILROAD COMPAN Y VOL. 13215,PG. 130 DRTCT T & P RA I LWAY CO VOL 923, PG 617 DRTCT --- POINT OF COMMENCING 3::: 0 a:: 0 I.D EXHIBIT •9• PARCEL No. 51 TE TEMPORARY CONSTRUCTION EASEMENT 0 CRAPHIC SCALE IN f"EET LOT A BLOCK 1 HOWCO ADDITION J VOLUME 388-110, PAGE 96 P.R.T.C.T . _ -2:H~M~ :".'_HITE SUR VEY A -16 .36 ADPflOX SURVrY i.ll<E WIL LIAM D. CONNER SURVEY A-288 ----. A BLOCK 1 TEMPORAR Y CO NSTR UC TION EAS EMEN T 2 ,678 SO . FT 1. THE BASIS or BE.ARING IS THE SH 12 1 CONTROL NETWORK POINTS CPU N>IO CP1J3 2 . A WRITTEN DESCRIPTION ACCOPNfES THIS EXHIBIT Cit;y t;,F Fort-WorLh 1000 THRO:CKMORTON STREET, FORT WORTH, TEXAS 76102 AN EXHIBIT SHOWING. - A TEMPORARY CONSTRUCTION EASEMENT BIENG A PORTION OF LOT A,BLOCK l, HOWCO ADDITION AS RECORDED IN VO L UME 388-110, PAGE % PLAT RECORDS, TARRANT COUNTY, TEXAS Cl Y PROJEC No. PARC Ut: 51 TE EASEMENT ACQUISITION AREA 2,678 SQUARE FEET OR 0.06 OF AN ACRE SCALE : 1" 600' 300' 600' 1,200' W. 0 . CONNER SURVEY ABSTRACT NO. 301 W. 8. CONNER SURVEY ABSTRACT NO . 288 UPR R T. WHITE SURVEY ABSTRACT NO . 1636 B. CONNER SURVEY ABSTRACT NO . 288 8 ... ... "' ei i ! f=' "' f=' 0 "' iii Cl. <J < <J 0 ~ 8 d z ~ 8 C, ~ z Ill < w < < w "' 0 ::c 0 0 a "' E-1 • i I C: I ;z :a ~ ' I~ ~ JL \A 11 \ i H-... _ m I I\) >!'l CD Ill C') -4. ~z C') !:: -4> zZ ?Ill C CD :0 N< .,..,., -< ~ -~ DATE: SEPTEMBER 2009 DESIGN: CTD DRAWN: AKR CHECKED: CTO KHA NO.: 081018062 ~~~ ~, ' !I a . . TEMPORARY CONSTRUCTION EASEMENTS >!'l gi C') -4. ;o ->Z n;c -1 > zZ ?~ CD :o N< .j,,.l'T1 -< \\ ,~~ i I t1 ~ -l ;:o 0 :E fT1 () -l )>Qf"Tl UJZ~ fT1 (/) "'O ~-lO fT1 ;:o ;:o ZC)> -l () :::0 "It: ::j -< NO z i ' ' I ' ' I ' I ' ! ' i ' ' I ' ' I ' ' I 0 O q )> ~ ~ ~ g_ : ) ? ~ J!:::,,-I ~ ~ I~ p >P a, (/) c:, -1> :o< >,., C">z -4 "'C zO ?~ _,.v, oC -~ ,., -< ~--------1 WATER & SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH 121 T 1111""1-H Kimley-Horn a.......J•LJ and Associates, Inc. ~\~,leg~l.so,-~18w.r1t1, TX 1s102 e17-J35-6511 No. j Revision j By I Dote • i § I I J ~ } • f (11 0 q .... 8 q, ~ 0 & m I ..I. (/) (") )> F.i ... • II b & ) ) DAlE: SEP1D&R 200II DESIGN: CTD DftAWN: AKR CHEa<ED: CTD KHA NO.: 081018082 CONSTRUCTION ACCESS ROUTE WATER & SANITARY SEWER RELOCATIO NS WI THI N UPRR YARD FO R SH 121 T 1"'1•n Kimley-Ho rn ~-LJ and Assoc ia tes , Inc. 801 OWrry SL, Suite 950 ft Worth, TX 76102 817-ll5-IS51 1 TX Frm Registration No . f -928 No. R.-B Date EXHIBIT A-5 TO CONSTRUCTION COORDINATION AGREEMENT Temporary Construction, Staging and Access for Railroad Work--Parcels UPRR TE #2 and UPRR TE #2a A-7-1 14792939\V-13 SH 121 (SWP) UPRR TEMPORARY ACCBSS & EASl!MBNT (FROMCoFW) SHEIIT I OP! Sep21,2009 Section 1. EXHIBIT B TO CONSTRUCTION COORDINATION AGREEMENT 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 , th e City Utility Work and the Railroad Project and related appurtenances , or for the performance of any work in connection with the Project , a ll such other property and rights shall be acquired in accordance with the terms of the Form al 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, a ll 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 th e NTT A and the City upon the Railroad 's property (including, but not limited to, construction of the Structures, the NTT A Retaining Walls , the City Utility Work and all appurtenances and all related and incidental work) shall be performed and completed in compliance with the Fortnal Agreement, the Crossing Project Plans , the City Utility 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 NIT A 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 IH 30 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 NTT A, 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 NIT A at the NIT A's own expense, or if the NIT A fails to repair or replace such property promptly following written demand therefor, by the Railroad at the expense of the NIT A. B-1 1479293 9\V-13 B. If the City , in the performance of any work contemplated by this Agreement or by 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 repl a ce 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 th e provisions of this Agreement, shall injure, damage or destroy any property of the NTT A or any other Project Partner or of any other person lawfully occupying or using the property of the NIT A or any other Project Partner, to the extent such injury, damage or destruction is not the fault of the NTT A 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 Proj ect Partner at the expense of the Railroad. Section 4. Section 5. [INTENTIONALLY OMITTED) SAFETY MEASURES; PROTECTION OF RAILROAD COMPANY OPERATIONS All work of the NTT A, 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 -2_ 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 NTT A shall comply with all federal, state and local laws, regulations and enactments that are applicable to the NTT A in performing the Crossing Project. The NTTA shall use only such methods as are consistent with safety, both as concerns the NTT A, the NTT A'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 NTT A 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 NTT A, 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 NTT A 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 NTT A and the City shall require each of its respective Contractors to agree to comply with the Railroad's safety requirements as described in 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 NTT A, 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 NTT A'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 NTT A 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 NTT A, 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 NTT A 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 14792939\V-13 G. Explosives. Neither the City nor the NTT A 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 property" shall be deemed to be any pl ace 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 necess ary , desirable or appropriate. H. Excavation. The Crossing Project Plans, the City Utility Plans and the Railro ad Project Plans shall address any required excavations, any changes to existing slopes or th e 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 th e 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 NTT A 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 NTT A or the City on the Railroad's property during th e 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. Section 7. INTENTIONALLY OMITTED] 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 . B-4 1479293 9\V-IJ 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 th e work to be performed by Railroad under the Project, shall be open to inspection and audi t 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 limitati on , 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 not ice 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 o r material interference with the Railroad 's facilities or operations or jeopardization of the safety o f the Railroad's employees; and the NTTA or the City, as applicable, will reimburse the Railro ad 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 NTT A or the City is necessary to place an y 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 NTT A, 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 NTT A or the City, or by the NTT A 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 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 NTT A, the City and the Railroad with respect to the Project and collectively supersede an y pnor understandings or agreements, whether written or oral , with respect to their subject matter. B-6 14792939\V-13 EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT RAILROAD COORDINATION REQUIREMENTS 1.01 DEFINITIONS the Agreement: AREMA: CCARs: City: City Utility Work: Contractor: The Construction Coordination Agreement that has been signed , or will be signed, between Railroad , the City and the NTT A with respect to the construction of the Project, to which this Exhibit is attached. American Railway Engineering and Maintenance-of-Way Ass oci ation. The Southwest Parkway-UPRR Construction Coord ina ti on Constraints , Allowances and Requirements for Construction ov er the UPRR Davidson Yard attached as Exhibit C-2 to the Agreement. The City of Fort Worth, Texas , a Texas home-rule municipality. The design and construction of certain relocated and new water and sewer lines under the Railroad 's Davidson Yard . The contractor or contractors hired by the NTT A 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 it s 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 NTT A 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 Remo val 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 14792939\V-13 Guidelines: MUTCD: NITA: NIT A Retaining Walls : Project: Project Partners: Railroad: Railroad Project: Railroad Project Representative: Railroad MTM Representative: Railroad Retaining Walls: 14792939\V-13 the Railroad , the NTTA, the City and TxDOT , as amend ed. The BNSF and UPRR Guidelines for Railroad Grade Separation Projects , which are attached as Schedule 1 to this Exhibit. In th e event of any conflict between such Guidelines and any of the Formal Agreement, the Agreement, any exhibits to the Agreement (includin g, without limitation, Exhibit C-2) or an y documents executed in connection herewith or therewith , such oth er ag reement or exhibit shall control. Manual on Uniform Traffic Control Devices . North Texas Tollway Authority, a regional tollway authority and political subdivision of the State of Texas. Certain retaining walls and related drainage systems at variou s locations along the boundaries separating the North Mainline Bypass Tracks and other portions of the Railroad 's Davidson Yard from th e right of way of SWP/SH 121 and other properties of the Project Partners to be constructed by the NTT A , as provided in the Formal Agreement. Collectively, the Crossing Project, the City Utility Work, the Railroad Project and other elements of SWP/SH 121 being constructed in the vicinity of Davidson Yard. NTTA, the City and TxDOT, collectively. Union Pacific Railroad Company, a Delaware corporation. 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. The UPRR Designated Individual for the Project appointed pursuant to the Formal Agreement (see Section 1.03 of this Exhibit). Railroad 's Manager of Track Maintenance for the Project (see Section 1.03 of this Exhibit). 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 Railroad, as provided in the Formal Agreement. C-2 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 NTT A and the City with the Railroad when work by any Contractor will be performed upon., over or under the Railroad right-of-way or may impact current or future Railroad operations and coordination by the Railroad with the NTT A, 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 CONT ACTS 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): 14792939\V-13 Blake Woodson 5701 West Vickery Fort Worth, Texas 76107 817.372.1683 bewoodson@up.com C-3 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 schedul e o f the Crossing Project Plans that have been submitted to and approved by the Railroad a s of the Effective Date is attached as Exhibit E-1 to the Agreement , subject to the resolution to the mutual satisfaction of the NTT A 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 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 th e extent provided in the Formal Agreement and the Agreement. C. The Railroad Project Plans are subject to the written approval by the NTT A, 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 NTT A as of the Effecti ve Date is attached as Exhibit E-2 to the Agreement. Changes in the Railroad Project Pl ans 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 NIT A (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 otherwi se provided in the Agreement (including, without limitation, Exhibit C-2 thereto) o r th e 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 ha s been furnished the insurance policies, binders, certificates and endorsements required by the Contractor's Right-of-Entry Agreement, and the Railroad Project Represe ntative 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 NTT A, 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 NTT A 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 , th e 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 revi ew of atypical or unconventional construction means, methods or materials . The NTT A 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 SUBMITT ALS 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 submittal s ar e 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 comple x, present unusual operating or life safety issues for the Railroad or do not requir e specialized analysis and review of atypical or unconventional construction mean s , methods or materials. The NTT A 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 NTT A or the City or the applicable Contractor to the Railroad Project Representative for the Raiiroad'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 NTT A shall be submitted by the Railroad to the NTT A for the NTT A'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 b e performed by the Railroad Project Repres entative, Railroad MTM Representative or Railroad 's Contractor at significant points during construction per Section 4.11 of th e Guidelines. B . Site insp ections are not limited to the milestone events listed in the Guidelines. Site vis it s to check the progress of work may be performed at any time throughout th e con struction 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 NTT A, the City and the Railroad pursuant to the Formal Agreement and in conjunction with the development of the CCARs , a cop y o f 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 NTT A 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 prox1m1ty 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 opm1on 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 REQUIRED Parallel to the outer side of each exterior track of multipl e 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 14792939\V-13 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 othe r 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 th e Contractor's Right of Entry Agreement before commencing any such work, allowing th e 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 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 pres~nce 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 furth er provided in the Formal Agreement and subject to the CCARs . C-11 1479293 9\V-13 14792939\V-13 SCHEDULE 1 TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT BNSF AND UPRR GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS C-12 BNSF RAILWAY -UNION PACIFIC RAILROAD GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS -~4!!~. ---------REVIIIONl---------1 1----r-llATE 1.:--,--:rR.. .,.-CRPTION-----1 BRIDGE STANDARDS COVER PAGE FLE OWNER: UPRR DATE: 11ZW7 AuntOR!DBY: A.AMAN CHECl<EDBY: K.JENIIION 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. SUBMITTAL$ 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 T earn 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 2 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 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 (Ra ilroad Structure over Trail) 40 3 GlTIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24 , 2007 7.3 .2.1 New Underpass Crossing 40 7.3.2.2 Crossing Under Existing Structures. 40 7.4 Drainage 41 7.5 Fence 41 7.6 Signs 41 7.7 Lighting 41 4 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24 , 2007 2. AGREEMENTS 2.1 Applicant and Contractor Responsibility The Applicant , at its expense , shall be solely responsible for all costs , des ign , construction , future replacement, maintenance and serviceability of the proposed Grade Separation Proj ect, 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 ma intain 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 Appl icant 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 9 GUID ELINES F OR RAILROAD GRADE SEP ARA TlON PROJE C TS, January 24, 2007 estimate , insurance and indemnification requirements , method of payment , responsibility for design , construction , ownersh ip , maintenance and future replacement. The Applicant shall own , maintain and replace the proposed Overhead Structure or Underpass Structure at no cos t to the Railroad and with no interruption to Ra ilroad operations during construction , maintenance and future replacement of the Structure . The Railroad shall , at its own expense , be respons ible for ownership and maintenance of track components only. The Applicant is respons ible for performing the work in accordance with the terms specified in the C & M Agreemen t. This responsib il ity includes, without lim itation , compliance with all Railroad requ irements , Federal , State and Local Laws and appl icable 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 Representa ti ve s hall receive written notice from the Applicant agreeing to pay all costs associated with review of the subm ittals and project s ite observations during design and construction phases of the project. Rev iew 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. 10 G UIDELINES FOR RAILROAD GRADE SEPAR ATION PROJECTS, January 24, 20 07 3. SUBMITTALS 3.1 Railroad Review Process All design and constructi on submittals shall be transm itted to the Railroad Local Representative . The submittal will then be forwa rded to the Ra ilroad 's Centra l Engineering department. The Central Engineering department shall have the option of rev iewing the project documents in-house or by us ing an ou tsi de 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 . Dur ing the review process , the Ra ilroad Local Representative shall be the point of contact for resolving outstand ing issues . It should be noted that the Railroad 's review and approval of construction documents does not relieve t he Appli cant and/or Engineer-of-Record from the ultimate responsibility and liabili ty 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 liabil ities under the C & M Agreement and the Contractor's Right-of-Entry Agreement (if appl icable). Railroad 's approval of construction documents will be given wi t h 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 , Eng ineer-of-Record and Contractor. 3.2 Contractor Review The Contractor must rev iew all construction subm ittals 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 Appl icant 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 Guidel ines 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 rev iew 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 geotechn ical report and the drainage report must be signed and stamped by a registered Professional Engineer fam iliar 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 SEPARA TIO N PROJECTS , Jnnuary 24, 20 07 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 4 weeks and .odf B 30% (Applicant response, Design Plans, Project Specifications, 4 hard copies 4 weeks Drainage Report , Shoofly Design, Construction Phasing Plans) and .pdf 100% (Applicant response, Design Plans , Project 4 hard copies C Specifications, Drainage Report, Shoofly Design, Construction and .pdf 4 weeks Phasinq 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 GRAD E SEPARATION PROJECTS, January 24, 2007 Four (4) sets of the concept subm ittal shall be transmitted to the Railroad Local Representat ive . Allow four (4) weeks for in-house review by the Railroad 's Local Representat ive and Local Operating Unit from the t i me 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. Des ign Plans showing a Plan View, Elevation View , Typical Section and Railroad Profile Grade Diagram . See Plan No . 711100 , sheet 2 for addit ional 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 Prov isions , including Railro ad coordination requirements . 4 . Drainage Report, if dra inage is affected (See Section 3.4.4). 5 . Shoofly Design . Bridge general plan shall show the location of the shoofly and indicate the footp r in t of the structure in relat ion to centerline of shoofly and exist ing track(s). See Section 4 .1.1. 6 . Construct ion Phasing Plans. Construction Phasing Plans must show all required phas i ng , construction procedures, controlling d imensions and elevat ions . 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 appropr iate measures for the installat ion 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 Engineer ing department from the time plans are received . All review comments shall be returned to the Railroad Loca l Representative for handling with the Applicant. C. The 100% Submittal shall , at a minimum , include the following : 1. Appl icant response to Ra ilroad review comments on the 30% submittal. The 100% submittal shall reflect 30% review comments . 2. Des ign 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 ex ist ing track(s). See Section 4 .1.1. 6 . Construction Phasing Plans . Construction Phasing Plans must show all required phasing , construction procedures, controlling dimens ions 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 . 13 GUIDELINES FOR RAILR OAD GRAD E SEPARATI ON PROJECTS, Jan ua ry 24, 2007 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 phasinq) and .pdf 60% (Applicant response, Design Plans and Calculations , C Geotechnical Report, Project Specifications and/or Special 4 hard copies 6 weeks Prov isions, 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 Prov isions , Drainage Report and Plan, Shoofly Design , and .pdf Construction phasinq) 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. 14 GUID ELINES FOR RA IL ROAD GRADE SEPARATION PROJECTS , Januar y 24, 2007 3. Design Plans showing a Plan View , Elevation View , Typical Section and Ra ilroad 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 materi al compliance specifications . 4. Shoofly Design . Bridge general plan shall show the location of the shoofly and indicate the footprin t of the structure in relation to centerline of shoofly. See Section 4.1.1. 5. Construct ion 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 sha ll be addressed in the plans and contract documents . Four (4) sets of the 30% subm ittal shall be transmitted to the Ra ilroad 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 rev iew 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 Des ign plans and alignment data . 7 . Detailed Construct ion 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 t ime 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 calculat ions as dictated by rev iew of the 60% submittal. 3. Geotechnical Reports (See Section 3.4 .3). 4 . Project Specifications and/or Spec ial 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 Rail road '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. 15 GUIDELINES FOR RAILROAD GRADE SEPAR ATI ON PR OJECTS, January 24, 2007 3.6 As Built Submittals The owner or the ir 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 REQO. NOTES Format 1 Des ign Plans and M icrostation , .pdf and half size Construction Documents 2 Shop Plans 4 Final plans only hard copies 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 (CD) and may also be transmitted electronically via e-mail or thr ough an internet ftp site . As Built Submittals shall be transmitted to the Railroad Local Representative wi thin eight weeks after completion of the bridge structure , who will forward them to the Railroad Central Engineering department. GUIDELll"'\fES FOR RAILROAD GRADE SEPAR A TlON PROJECTS , January 24, 2 007 16 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 verified 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 specific 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 SEPARATION PROJECTS. January 24, 2007 All structures located within critical, major and other service routes that requ ire add itional 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 min imum 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 ma intenance and emergency access to the Railroad local operating units . Access Road , Access Road br idge or Access Road turnaround with a minimum of 50 ' radius is to be provided as des ig nated by the local Railroad Operating Department. Grade Separation design should include adequate access to existing Railroad faci lities along and/or within its right-of-way. Minimum Access Road width shall be 1 O feet and the centerline of the Access Road shall be located a min imum 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 Ra ilroad operati o n s , cost, and lim itation 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 govern ing factor in determining structu re 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 propo sed 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 ex isti ng, 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 contro l 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 s ite shall neither relieve the Applicant, Engineer-of-Record nor the Contractor from the ultimate respons ibility and liability for the construction on or damages to Railroad property during and after construction of the project. 18 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJEC TS, Ja nuary 24, 2007 4.4.1 Construction Clearances 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 requ ire 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 form work , 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 replace ment construction , or because of drainage problems , the system shall be modified as required to acco m modate current-cond ition 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 hydraul ic study is required whenever new or add itional drainage is added to the Railroad right-of-way, or when a drainage structure is scheduled to be added, removed, mod ified 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 contro l. They must specifically provide means to prevent sediment accumulation in the d itches 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 sed iment control devices must be removed , all sed iment depos its 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 furn ish the Ra ilroad 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 contro l 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 Culvert 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 G UIDELIN E S FOR RAILROAD GRADE SEPARATION PROJECTS, Jan uar)· 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 br idges must be designed in accordance with Railroad standard hydraulic criteria described in Section 4 .5 .2 . 2. The 100-year event cr iteria (EGL no higher than top of subgrade ) is to be appl ied for parallel d itches , 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 di tch 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 suppo rted by hydrology and hydraulics. 3. In cases where the Railroad 's standard hydraulic criteria is not appl icable 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 subm itted 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 des igned 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 Ra ilroad right-of-way. Fencing may need to continue outside the Railroad right-of-way limits, which will be at the d iscretion 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 RAILROAD GRADE SEPAR<\TION 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 des igned 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 al ignment. The movement shall be within the limits defined by local Railroad Manager of Track Ma intenance (MTM). Displacements exceeding the limits defined by the MTM must be immediately reported to the Ra ilroad . 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 t he Applicant shall identify existing utilities w ithin the Railroad right-of-way and plan for proper relocation , protection and installation requ irements . All new or relocated utilities within the Railroad right-of-way will require Railroads prior review and approva l. A Railroad Right-of-Entry Agreement (if applicable), per Section 2 .3 , is required to survey or abandon existing uti lities 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 requ irements including , w ithout 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.uprr.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 . GUID E LIN ES FOR RAILROAD GRADE SEPARATI ON PROJ ECTS, January 24, 2007 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 qual ity control inspector to be present during fabr ication of steel spans and any major prestressed concrete items. • Provide a list of past projects that each person has actively worked on , includ ing bridge structures (highway or rail), underground facilities and drainage structures . • Prov ide a verifiable list of employment including a current resume for each person in the Construction Management T earn . • Minimum personnel for the Construction Management Team for a typ ical grade separation structure w ill cons ist 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 w it h minimum 5 years experience in the field of bridge construction work. 3. Construction Engineer - A Construction Engineer performs complex profess ional engineering work in the management of major .construction projects from design through complet ion . 4 . Construction Inspector -Construction Inspector shall perform continuous inspection of constructio n 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 requ ired . • All field members of the Constr uction Ma nagement Team are required to have passed and comply w ith 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 FO R RAILRO AD GRADE SEPAR ATION PROJEC TS, Janua ry 24 , 2007 23 13. Final observation and acceptance of the br idge structure . Overhead Structure 1. Shoring systems that impact the Railroad 's operation and/or support the Railroads embankme nt. 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 observat ions 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 the ir handling with the Cen tral Engineering department. Inform the Railroad 's Local Representative of the antic ipated dates when the listed ev ents will occur. This schedule shall be updated as necessary, but at least monthly, so that site visits may be sched uled . Final observation and acceptance of the bridge by the Railroad is required before the contractor leaves the job site . GUIDELINES FOR RAIL ROA D GRADE SEPA RATI ON PRO JE CT S, Janua ry 24, 2007 24 5. OVERHEAD STRUCTURES (Roadway Structure Over Railroad) The preferred Overhead Structure from the standpoint of the Railroad operation is one that will span the ent ire 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 sect ions 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 righ t-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. Complia n ce 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 Ra il road 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 25 GU ID ELINES FOR RA IL ROAD GRADE SEPARATION PROJECTS , Janua ry 24 , 2007 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 feas ible , 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 . GUID ELINES FOR RAILROAD GRAD E SEPARATION PROJECTS, Janua ry 24, 2007 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 lim its must allow room for future track(s) pe r Section 4.1.3 and Access Road per Sect ion 4 .1.4. Footings for all substructures shall be located and designed to allow a min imum of 12 feet temporary horizontal construction clearance measured at a right angle from the centerl ine of nearest track to the face of shoring to facilitate footing construction. Temporary shoring shall be designed per Section 4.4 .2. Drilled shafts with in the influence of track surcharge shall be designed and constructed with a casing to protect the track against cave-in, subs idence 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 desig ned to allow the drill ing operation without impacting Railroad operations . 5.5.1 Piers Every effort shall be made to place piers outs ide 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 requ irements . A Pier footing within 25 feet of the nearest existing or future track shall be a minimum of 6 feet below the base of rai l. 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 tra c k a nd located wi th in the Ra ilroad right-of- way, the Railroad requ ires 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 pie r 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 red irect eq u ipment 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 facil ity shall be provided to collect and carry water to a drainage system. GUIDELINES FOR RAILROAD GRADE SEPAR ATION PROJECTS, Jan uary 24, 2007 2 7 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 dimens ions is parallel to the track". Fo r a s ingle column the min imum c ross- 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 m inimum 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 fin ished track or roadway subgrade. Top of paved slopes shall extend a minimum of two (2) feet past the abutment wall face, and terminate with e ithe r a curb or gutter to divert runoff. Paving shall have a prepared sub-base and f ilter fabric . Reinforced concrete or grouted rip-rap , with a minimum th ickness 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 tra in engineer's sight distance for ex isting s ignal 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 w ith 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 lin ing will be requ ired at the discharge area of downspouts . Downspouts shall be behind the face of all piers. 28 GUIDELINES FOR RAILROAD GRAD E SEPAR ATI ON PROJECTS, Jan uary 24, 2007 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 . 29 GUIDELINES FOR RAILROAD GRADE SEPAR<\.TION PROJECTS , Janu ar y 24, 2007 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 AASHTO . 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 %". 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 GUID ELINE S FOR RAILROAD GRADE SEPARATION PROJECTS , January 24, 2007 cementitious material per cub ic yard of concrete . If fly ash is used with cement it shall be l imited to 15% of cementitious material. 4. Cement shall be Type I, II or Ill 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 entra inment, 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 lnstitute'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 lnstitute's Manual MNL 116 for Quality Control. Tolerance for location of lifting devices shall be ± 12 ". 13 . The area around all lifting loops shall be recessed so that the loops can be removed to a depth of%" and grouted. Properly des igned 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 sh ipment. 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. Reinforc ing 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. GUID ELINES FO R RAILROAD GRAD E SEPAR ATION PROJEC TS , Janua ry 24, 2007 31 3. Material over 4 inches in thickness that is subject to railroad live load shall conform to the following specifications : a . Pa inted structures : ASTM A572 or ASTM A588 . b . Unpainted structures : ASTM A588 . 4. Elements not subjected to direct railroad live load (intermed iate st iffeners , lateral brac ing , d iaphragms , ballast cu rbs , etc.) shall conform to the following specificat ions : 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 w ith ASTM A 123 , 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 ver ify 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 separat ion structures , access to each end of the bri dge shall be provided for Railroad off- track maintenance equipment. Access may consist of a road on the br idge , a road on a separated bridge or a roadway with turnarounds . If the bridge maintenance Access Road is part of the main ra ilway structure, the structure shall be designed for Cooper E-80 live load to accommodate any future track needs or mod ifications. 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 prov ided, 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 w ith 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 w ide road , drainage di tch 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 . 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 fo r a Steel Superstructure . Align br idge 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, respect ively . Where conditions preclude compliance with these skew requ irements , the skew proposal will requ ire special structural cons ideration 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 cente r line of track to insure uniform subgrade stiffness for the ties immediately adjacent to the bridge. The approach slab shall be constructed symmetrically to t he centerl ine 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 w ithin 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 . GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS, January 24, 2007 33 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 mu ltiple tracks , future tracks and existing tracks having a spac ing less than 20 feet, shall be designed for a minimum of 20 foot spacing measured cen terline to centerline . 6 .6 .3 Temporary Clearances The proposed Underpass Structure shall be designed to satisfy temporary construction clearance requirements per Sectio n 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 sha ll be steel shapes (wide flange or hollow structural sections) and of sufficient strength to lim it horizontal deflection , caused by the impact from oversized veh icles or loads , to 6 inches . The sacrificial beams sha ll also be securely anchored w ith cables at each end to prevent them from falling , and its soffit shall be at least 2 inches below the br idge 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 br idge 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 select ion 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 . GUIDELINES FOR RAILR OAD GRADE SEPARATION PROJECTS, January 24, 2007 34 Underpass Structures of deck truss or through truss design are d iscouraged . However , in unusual circumstances , they will be considered by the Railroad if condit ions 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 funct ion of future track , Access Road , existing track(s), minimum horizontal clearance pe r Section 6.6.2 and a minimum of 20 foot spacings between centerlines of tracks. 6 .8.3 Composite Deck Under normal wor king loads , composite action niay 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 criter ia and carry E65 live , impact and dead loads without utilizing any composite act ion , and E80 live , impact, and dead loads utilizing composite action. Composite act ion 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 des igned to prevent ballast from falling on the roadway. Handra ils w ith fenc ing shall be provided on both sides of the deck and shall meet FRA and OSHA requirements. Handrails and fences shall be sim pie designs that require m inimum 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 m inimum of 30 inches above top of deck if fascia beam is used in accordance w ith 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 w ith 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 1 O foot spacing on concrete curbs, walkways and ballast retainers . Ballast sect ion 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 t han 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 GlTIDELINES FOR RAILROAD GRADE SE PARATION PROJECT S, Ja nuary 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 fac ilities 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 th ickness 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 Y2 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. GUIDELINES FOR RA ILROAD GRAD E SEPARATION PROJECTS, January 24, 2007 36 All fracture critical members as defined by AREMA shall be designated as FCM on the plans . Fracture crit ical members shall be designed for a minimum service temperature and Charpy V-Notch Toughness as required for the corresponding zone . The Designer shall prov ide deta ils such that all exposed parts w ill be accessible for inspection , cleaning and painting . Not less than 18 inches of clearance shall be prov ided between the flanges of parallel lines of beams or girders having depths in excess of 38 inches. All designs must provide dra in holes for pockets or depressions that may hold water so that steel areas dra in 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 . Jack ing 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 gi rders with bolted flanges shall be equal in thickness or shall diminish outward ly 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 GUIDELINES FOR RAILROAD GRADE SEPARATION PROJEC TS, Ja nuary 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 Des ign , 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 w ith 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 botto m 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 ti e 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 minimu m f Y = 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 A 123 and A 153 spec ifications . 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 . GUIDELINES FOR RAILROAD GRADE SEP AR ATION PROJECTS, January 24, 2007 38 Provide a minimum of 18 inches beyond the outside edge of outermost masonry plate or bearing to end of the p ier. 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 . Br idge piers adjacent to roadways shall be protected from vehicular traffic as requ ired 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 minim ize 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 min imum edge d istance 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 t he concrete and be 6 inches size and located where vis ible . W ing walls shall be designed to support 2 :1 embankment slopes and provide positive ballast containment. 6.10 Sequence of Construction It is essent ial 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 us ing 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 w indows , 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 appl icable) 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 w ith 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. GUIDELINES FOR RAILROAD GRAD E SEPAR ATI O N PROJECTS, January 24, 2007 39 7 TRAILS (Non-Vehicular Crossing over or under the Railroad) All Trails impacting the Railroad shall be des igned in accordance with Section 1, 2 , 3, 4 & 7 of these Guidelines , t he Manual of Uniform Traffic Control Devices (MUTCD), AASHTO code and any appli cable sections of AREMA. 7 .1 At Grade Crossing The Railroad does not allow at grade Tra il crossings . Alternat ive plans should be considered to avoid cross ing Railroad tracks at grade . At grade cross ings immediately adjacent to an ex isting public roadway crossing with existing Highway Railroad warning devices may be considered . However , all costs assoc iated with the installation of the new crossing surface and crossing warning device changes or relocation w ill 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 Rai lroad does not allow Tra ils parallel to the track on Railroad r ight-of-way and does not permit the use of Railroad Access Roads for trail use . Ra ilroad bridges can not be used to serve Trail traffic or support a structure serving Tra il traffic . Fences or barriers such as vegetation , ditches , and/or berms shall separate Tra ils that are outside the Railroad right-of-way and runn ing parallel to the track to stop trespassers from entering the Railroad r ight- 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 Over head 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 construct ion 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 SEP ARATION 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 allow for 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 meets the requirements of Section 6.8.4. 7.4 Drainage 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 cond ition . The Hydraulic report must meet the Railroad Hydraulic Criteria per Sections 4 .5.2 and 4 .5 .3 . 7.5 Fence 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 . 41 GUIDELINES FOR RAILRO AD GRADE SEPARATION PROJ ECTS, J anuary 24, 2007 <e Track No Excavation Excavation Permitted 12' -0" 15'-6" Main Line Track 12'-6" Other Sample Ground Line 7'-9" Base of Rai I Zone A Excavation Shoring to comply with OSHA requirements u w z 0 N ZONE A ZONE B Shoring must be designed for Rai I road I ive load surcharge Only vertical shoring GENERAL NOTES: in addition to OSHA Standard loads for excavation in Zone A. APPLICABLE RAILROAD LIVE LOAD: COOPER EBO Al I dimensions ore measured perpendlcular ta~ of trock. Prior to collll18nclng any work, the contractor shol I submit for approval by the Rollroad detailed plans Indicating the nature and extent of the track protection shoring proposed. The contractor shal I lnstol I the temporary shoring system per the approved plans. Design of the tefll)orary shoring system to comply with CUIOELINES FOR TEll>ORARY SHORING. For excavations which encroach Into zone A or B,shorlng plans shall be accorrcanled by design calculations. Plans and calculations RlJSt be signed and stomped by o Professional Engineer registered In the state where the work wll I be performed. GENERAL EXCAVATION ZONES SCALE: ( NOT TO SCALE l REWIIONS DESIGN BY: POP DRAWN BY: JFS CHECl<Ell BY: M I-CDA-'-"Tl!c:+"L:.;.c:lllc+::-DE8CRPTION~=..;.;~------t APPROVED: 8/03 1 FORMERI.YUPRRC.E.10lle13 K I / ...,- I • H. V....e--.-A,o-,,-i BNBF . A881STANT DIRECTOR 8TRUC1lJRE8 DESIGN wi I I be permitted for excavation in this Zone, (no sloping cuts) Shoring to comply with OSHA requirements GENERAL SHORING REQUIREMENTS _ 8'-0" TO 10'-0" ( TYP. l CENTER TO CENTER 2V2'' DIA. PIPE FENCEPOST ~'-6" TO 6'-0" ( TYP. l CENTER TO CENTER 3" CLEAR WROUGHT IRON FENCEPOST WROUGHT IRON RAIL WROUGHT IRON PICKET TOP RAIL l ~PROPOSED G~OUND LINE OR TOP OF CONCRETE RETAINING WALL / r CHAIN LINK FENCE WITH 2" OPENING '' '" L \_ BOTTOM RAIL EMBED 8" MIN. IN CONCRETE WALL OR PLACE BOTTOM OF POST BELOW FROS TL I NE ( TYP. l 0 I -co < I TYP. I• II" ) ) V ~ROPO:ED GROUND LINE OR TOP OF CONCRETE RETAINING WALL I I/ V ) 1;> ) A 0 I !EMBED 8"v MIN. IN CONCRETE WALL OR PLACE BOTTOM OF POST BELOW FROSTLINE ( TYP. l CHAIN LINK FENCE WROUGHT IRON PICKET FENCE FENCE ELEVATION SCALE: 1!6 II = I I -O" ffl ~19145'.F'" AA/~WAY BRIDGE STANDARDS REVISIONS DESIGN BY: RAF DRAV'M BY: FJS I CHECKED BY: l<HJ DATE L TR. DESCRIPTION APPROVED: -;-+--+------I K 1-1. ~ I BNSF -ASSISTANT DIRECTOR STRUCTURES DESIGN FENCE ~ t/. ~ DETAILS -i71'RR-~--..SPE-:a....,,_PR-~-ECTS-~~::-RE-SDE-SI-GN ~C::.~1= I DATE: ::, PLOTTE D: J/J0/2001 2: 5J, 20 PM ·':'ii 't OF TRACK RR RIGHT-OF-WAY 0 I - LIMITS OF RR RIGHT-OF-WAY I MAXIMUM DISTANCE AS PRACTICAL co FENCE ~- <t TRAIL TYPICAL SECTION WITH STANDARD FLAT BOTTOM DITCH REVISIONS DESIGN BY: RAF DRAWN BY: FJS CHECKED BY: KHJ BRIDGE STANDARDS DATE LTR. DESCRIPTION APPROVED: 1----1----4--------"" K.1-/. ~ FENCE REQUIREMENTS FOR BNSF-ASSISTANTDIRECTORSTRUCTURESDESIGN ADJACENT TRAIL OUTSIDE /J ~ RAILROAD RIGHT-OF-WAY t, "f ' ~,,,... FILECJ'MER: UPRR DATE: 1QM11 UPRR-SPECIA1.PROJECTS.fu<UCTURES DESIGN PlNI NO.: 711000 SHEET: 2 PLOTTED: 3/3012001 Z: 5l: 35 PM t ACCESS t FUTURE 25 , Ml N. 1 ROAD i TRACK l""''o----*--'--'--•>-ll I t EXISTING TRACK 25' MIN. 'I *The llmlts of the fen ce with barrier ro l l shall extend to the I lmits of Roi lrood Right-of-Woy or o minimum of 25 ft. beyond the center! lne of the outermost existing track, future track or access roadway, whichever i s greater. * -----...:25,~~~--FENCE FENCE li?:c BARR I ER BARRIER /""-"--SLOPE PAVING 25 ' MIN. 20' MIN. 25' MIN. SLOPE PAVING I TOP OF RAIL I ..... ,z ;-,., :ii N BASE/RAIL 'MIN. s T ANDA RD FLAT I • .... 1·· ACCESS ------+-·-----<• ROAD BOTTOM DITCH TOP OF SUBGRADE SEE NOTE EL EVA TI ON PERPENDICULAR TO TRACKS Fence shol I be provided as Indicated on the cross sections and elevation view on both sides of the Overhead Structure In ALL new or modified structures. Barrier roll for Overhead Structures, without walkways, that may be subject to snow removal shol I 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. 71 I 100, Sheet 4. Lights are to be lnstal led on the underside of the Overhead Structure where shadows cast by the structure would Interfere with Railroad operations. Slope paving shal I be provided where end slopes are equal to or exceed 2 horizontal ta I vertical. Falsework for construction of overhead structures shal I comply with Ra l I road Requ l rement s. Demolltlon of existing Overhead Structures shal I comply with Railroad Demolltlon Requirements. T~orary sharing shal I be designed In accordance w I th Ra I I road Gu I de I Ines for T emporory Shor Ing. App 11 cant sha I I be respons I b I e for I dent If I cat I an, I ocat I an and protection of existing utll ltles. Cal I the fol !owing nunbers at least 48 hours prior to commencing work to determine location of fiber optics: UPRR "Ca 11 Before You DI g•, I-800-336-9193 BNSF "Cal I Before You Dig", 1-800-533-2891. CLEARANCES Minimum vertical clearance shal I be 23'-4" above the top of high roll within 25' of center! lne of track. Addltlonal clearance may be required for construction purposes or If sag of vertical curve must be adjusted or If future track raise far flood considerations or maintenance ls probable. OVERHEAD STRUCTURE CROSS SECTION WITH FENCE .... STANDARD "V" DITCH SEE NOTE PIERS NOTE : WIDTH AND HEIGHT SUBJECT TO HYDRAULIC REQUIREMENTS. SEE PLAN NO . 71 I I 00, SHEET 5. Piers shal I be located outside Roi lroad Right-of-Way. Pier protection wal Is shal I be provided in accordance with AREMA Chapter 8, Port 2. I. 5 for piers within 25 feet of the center I l ne of track. Top of footings located within 25 feet from center! ine of track shol I be a min imum of 6 feet below base of ro l I and a min imum of I foot below flow! ine of d i t ch. DRAINAGE Drainage from the Overhead Structure shal I be diverted away from and not discharged onto the tracks, roadbed and Roi !road Right-of-Way. At minimum, a standard "V"-shaped or f lat-bottom ditch shal I be provided on each side of the tracks as necessary. Culverts may be lnstol led In I leu of standard Roi !rood ditches when approved by Roi !rood Central Engineering. Maintenance of culverts wi I I be ot Appl icont's expense. FUTURE TRACKS AND ACCESS ROAD Space ls to be provided for one or more future tracks as required for long range planning or other operating requirements. Where provision ls mode for more than two tracks, space ls to be provided for on access road on both sides of tracks. REVISIONS DESIGN BY: RAF DRAv.tl BY: KDM CHECKED BY: l<HJ lrA/~WAY DATE LlR. DESCRIPTION APPROVED: BRIDGE STANDARDS Mlnlrrun horizontal clearances, measured at right angle from centerline of track, shol I be as shown In elevation view. For minimum construction clearances, see Pion No. 71 l 100, Sheet 3, --------t K 1-1. ~ BNSF -ASSISTANT DIRECTOR STRUCTURES DESIGN GENERAL OVERHEAD STRUCTURE DRAWING :t.:;z~f;ruE~"t::uRES DE90N .... ;-:-~-0-.:ER:_7_·1~-;oo-RR __ ._D_A_TE:...,·-:m-EET-,----t PL OTTEO: 313012007 ?: !t l: ~6 PM PLAN I. North Arrow 2. Center! rne of bridge and/or center I ine of project. 3. Track layout and I imits of Roi !road right-of-way with respect to center I rne of ma in I i nes. 4. Footprint of proposed superstructure ond substructure including existing structure if applicable. 5. Show and label future tracks, access roadways and existing tracks as main I ine, siding, spur, etc. 6. Indicate point of minumum vertical clearance and distance, measured perpendicular, from the center I ine of nearest track. 7. Hortzontal 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 center I lne of nearest existing or future track to the face of nearest foundation below grade. 9. Indicate horrzontol spacing at right angle between center! Ines of existing and/or future tracks. 10. Limits of shoring and minimum distance at right angle from centerline of nearest track. I I, Locate and show al I existing foci Ii ties and utl Ii ties and their propose d relocatlon, If required. 12. Toe of slope and/or I lmits of retaining wal I. 13. Existing ·and proposed contours. 14. Limits of barrier rai I and fence. 15. Indicate minimum structure separation for adjacent structures. 16. Indicate Roi I rood Ml lepost and direction of increasing Milepost. 17. Dlrectton of flow for al I drainage systems within project I imtts. 18. Timetable direction arrows, nearest Railroad station and end station of Rot !rood Subdlvlslon. ELEVATION I. Individual span length and total bridge length. 2. Limits of barrier rai I and fence with respect to center! ine of track. 3. Depth of foundation below bottom of tie. 4. Horizontal clearance at right angle from centerline of nearest existing or future track to the face of obstruction such as substructure above grade. 14. Show and label future tracks, access roads and existing tracks as main I ine, 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 rai I, fence and their heights. 4, Depth of superstructure. TITLE BLOCK I. The name a 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. Dote. 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 edge of the bridge. Note: The Roi lroad Milepost is calculated at the Intersection of centerl Ines of the Overhead Structure and Existing Track. Al I separate Overhead Structures shal I have Individual Milepost designations. 5. Indicate horizontal spacing at right angle between center! Ines 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 wal I elevotlon relative to top of roil elevation. 8. Control llng dimensions of drainage ditches and/or drainage structures. 9. Top of rai I elevatlons for al I tracks. 10. Minimum permanent vertlcol clearance above top of REVISIONS DESIGN BY: RAF I DRAWN BY: MMD I CHECl<ED BY: l<HJ high rai I to the lowest point under the bridge. BRIDGE STANDARDS DATE LTR. DESCRIPTION APPROVED: I---: 1-------l---'-'-'----~ K 1-/. ~ .. IUWC -· MINIMUM I I. Existing and proposed goundline a roadway profile. 12. Show elevation of existing or relocated uti I !ties. 13. Show slope and specify type of slope paving. Toe 1--'.--4----1-------------1 of s I ope sho I I be shown re I at r ve to dra I nage ditch 1--,--4----1-------------1 and top of subgrade. BNSF. ASSISTANT DIRECTOR STRUCTIJRES DESIGN LAYOUT REQUIREMENTS FOR /J ~ OVERHEAD STRUCTURES t. 'f • ';yn, FILE OWNER: UPRR j DATE: 1f24'07 UPRR-SPECIA1.PROJECTSin<UCTIJRES DESIGN Pl.AN NO.: 711100 j SHEET: 2 PLOTTEO: 3130 12007 2: 53. 57 PM CONSTRUCTION NOTES: I. Any shoring system that Impacts the Roi lrood's operation and/or supports the Railroad's embankment shol I be designed and constructed per Roi lrood Guide I ines for Temporary Shoring. 2. All demolition within the Railroad's right-of-way and/or demolition that may Impact the Bal lrood's tracks or operations shoi I comply with the Roi !rood's Demol ltlon requirements. 3. Erection over the Railroad's track shol I be planned such that it enables the trock(sl to remain open to traffic per Roi lrood requirements. 4. The elevation of the existing top-of-roi I prof i le shol I be verified before beginning construction. Al I discrepancies shol I be brought to the attention of the Roi lrood prior to construction. 5. The proposed grade separation project shol I not change the quantity and/or characteristics of the flow in the Railroad ditches and/or drainage structures. 6. The contractor rn.ist submit a proposed method of erosion and sediment control and hove the method approved by the Railroad prior to beginning any grading on the project site. 7. For Railroad coordination please refer to the Roi !rood's Coordination Requirements as port of the Specifications or Special Provisions of the project. 8. Temporary Construction Clearances, includlng folsework clearances, shal I comply with Figure I. 9. Ai I permanent clearances shol I be verified before project closeout. NO CONSTRUCTION ACTIVITIES OR OTHER OBSTRUCTIONS SHAL L BE PLACED WITHIN THESE LIMITS ~ // '////// V ~ V ~ / ~ Nl[TOP OF RAIL/ l,,/ r OF TRACK~ ~ -i' / I .. MINIMUM CONSTRUCTION CLEARANCE ENVELOPE (NORMAL TO RAILROAD! FIGURE I * 15'-0" for BNSF and 12'-0" for UPRR REVISIONS DESIGN BY: RAF [ DRAWN BY: l<DM I CHECKED BY: IOiJ BRIDGE STANDARDS DATE LTR. I I DESCRIPTION APPROVED: -1----------1 K.1-1. ~ I BNSF. ASSISTANT DIRECTOR STRUCT\JRES DESIGN CONSTRUCTION I I I /J ~ NOTES t, 'f • ~ FILE OWNER: UPRR I 0-'TE: 1/'l4/07 UPRR-MOSPECIA1.PROJECT8 UCl\JRESDESIGN Pl.ANNO.: 711100 \ SHEET: PL OTTED. Jt30/200T 2: 54: 07 PM FENCE FENCE POST 0:: 0:: w w Cl Cl _J _J ::J ::J : 0 0 0 :c :c cf) cf) -0 --0 I..O s:::r- :c :c -z co I-I- ~ BARRIER == == z ~ DRIVING SHOULDER 0 N rr"l LANE s:::r- FENCE ON BARRIER FENCE FENCE 0:: w Cl _J FENCE POST ::J 0 :c FENCE POS T cf) PEDE STRIAN -0 I..O WALKWAY :c -1Y4" STD. co PIPE . I-z BARRIER . HANDRAIL z ~ ~ N ~HOULDER • 1 ·PEDES rn I AN. I 0 .. SHOULDE~ I rr"l 0 rr"l WALKWAY WALKWAY FENCE ON BARRIER WALKWAY FENCE ON CURB WITH BARRIER 81 ,J//Sllll4i/l#=" AA/~WAY REVISIONS DESIGN BY: RAF DRAVIIN BY: MMD CHECKED BY: KHJ BRIDGE STANDARDS APPROVED: DATE LlR DESCRIPTION ~--+------Kl-I.~ BNSF -ASSISTANT DIRECTOR STRUCTURES DESIGN OVERHEAD STRUCTURE /J ~ BARRIERS AND FENCES t, 'f • ~n,.-Fll.EOWNER: UPRR DATE: 1/24/07 -UPRR---SPE-clAl...,,._PR_OJE_crs_Gu_ucru_RE_s_oe_SIG-N Pl.AN NO.: 111100 SHEET, 4 PLOTTED: l/3012001 2: 5,4: 17 PM 8'• 8'• MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS 25' WITH ACCESS ROAD•• 25' WITH ACCESS ROAD 15' WITHOUT ACCESS ROAD /TOP OF TIE ct EXISTING OR . FUTURE EXTERIOR TRACK 20 ' FUTURE TRACK 15" MIN I LOW DENSITY! TIMBER TIE . 19" MAX: !HIGH DENSITY! TIMBER TIE I 21" Ml~ FOR CONCRETE TIE 2" CROWN TYP. SECTION AT ABUTMENT SLOPES WITH STD. "V" DITCH 10'• . ,., I ~L 100 c,... """'-----'-'---.· 0 6'• MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS 25' WITH ACCESS ROAD•• 25' WITH ACCESS ROAD 15' WITHOUT ACCESS ROAD ct EXISTING OR j FUTURE EXTERIOR TRACK .. ! 20' FUTURE TRACK ILOW DENSITY! TIMBER TIE < HIGH DENS I TY l TIMBER TIE FOR CONCRETE TIE 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 TO HYDRAULIC REQUIREMENTS. ** LOCATION OF PIER, BENT COLUMNS OR ABUTMENT WALLS SHOULD NOT INTERFERE WITH THE DRAINAGE IN THE AREA. IF MINIMUM STANDARD DITCHES ARE NOT PROVIDED IN THE LAYOUT, LONGITUDINAL CULVERTS SHALL BE PROVIDED THAT WILL HANDLE THE DRAINAGE AS REQUIRED BY THE HYDRAULIC STUDIES, REVISIONS DESIGN BY: RAF DRAWN BY: FJS CHECl<ED BY: KHJ BRIDGE STANDARDS DATE LTR. DESCRIPTION APPROVED : l---+---+---------.1 K.1-1. ~ BNSF -ASSISTANT DIRECTOR STRUCTURES DESIGN TYPICAL SECTIONS /J ~ AT ABUTMENT SLOPES e, "f · ~n,, FILEOWNER: UPRR DATE: 1f24/07 UPRR-SPECIA1.PROJECTS'1<UCTIJRESDES1GN PlANNO.: 711100 SHEET: 5 PLOTTED: Jt J0/2007 2: 54: 27 PW ~-"-_MI_N_. - ( TYP. l J <..Cl z ~-----, I FACE OF PROTECTION WALL N~ TRACK ON ONE SIDE OF COLUMNS. SINGLE COLUMN SECTION SCALE: Ya"=l'-O" ( TYP. l ,-I I -O" MIN. WALL SHALL EXTEND TO AT LEAST 4 FT. BELOW THE LOWEST SURROUNDING GRADE · J = <..Cl --l-------l~·'""'f ~_·; .. _,,.,.,··. ·""'"·'·,'-.,:::1:::~::~:::1::~:;~:;~:;! !:~:;~!:i~:;~j;~:;i!::ii:::: ..... ·· FACE OF PROTECTION WALL TRACK ON ONE SIDE OF COLUMNS. TWO OR MORE COLUMNS SECTION SCALE: Ya"= 1 '-0" ( TYP. l 2'-6" MIN. ( TYP. l '.;Jii?1il )J;;\;'.: 8 :;11~ -+--'--~ :-:;(;~:i(;,:. LL 0 0.... 0 I- SECTION SCALE: Ys"= 1 · -O" (Q 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. -~~!:'" ffl BRIDGE STANDARDS DATE L TR. DESCRIPTION APPROVED: a.=:..:..i...:..:.:..::+==:..:::....:.=-------1 K 1-1. ~ BNSF -ASSISTANTDIRECTORSTRUCT\JRESDESION STANDARDS FOR /J PIER PROTECTION WALLS t, "f • ~~If,-FILEOWNER: UPRR DATE: 1124/117 UPRR-MGSPEclA1.¥0JeCTS&ucruiies DESIGN Pl.AN NO.: 711100 SHEET: II PLOTTED: 3/3012001 2: 5~: 35 PW PLAN I • North Arrow 2. Al ignrnent of centerline of bridge and/or horizontal control I ine of project, centerline of existing trock(sl, centerline or future track(sl, centerline of shoof I y, center I i ne of roadway. Identify tracks as main, siding, etc. 3. Angle between centerline of roadway and centerline of bridge. Skew angle of substructure. 4. Horizontal distance between centerlines of main track(sl and adjacent existing and/or future tracks. 5. Individual span length(sl and total bridge length from face to face of bockwal Is. 6. Limits of Raf lroad right-of-way with respect to centerline of main track. Limits of RI ght-of-Way fenc i ng. 7, Footprint of proposed superstructure and substructure including approach slabs and ex I st Ing structure, if app I i cab I e. 8. Footprint of roadway, sidewalks, retaining wal Is, etc. 9. Location of access roadway(sl and turnarounds. 10. Timetable direction arrows, nearest roi lroad station and end station of railroad subd i v Is I on. I I.Railroad Milepost measured at the Inside face of bockwol I, at the low milepost bridge end. 12.Polnt of minimum vertical clearance. 13.AI I existing foci I I ties and util itles and their proposed relocation, if required. 14.Limlts of shoring including minimum distance at right angle from center I ine of nearest track. IS.Limits of grading, with existing and proposed contours. 16,Minimum structure separation for adjacent structures. 17.Direction of flow for al I drainage systems within project I imits. IS.Location of geotech borings. ELEVATION I. Individual span length(sl and total bridge length from inside face to face of bockwo I Is. 2. Distance from nearest Roi lrood Ml lemorker to inside face of backwa I I at the I ow m I I epos t br I dge end. 3. Prof I le grade of bridge. 4. Prof! le grade and top of ral I elevations for main track. 5. Roadway section. 6. Minimum vertical clearance from roadway to bridge. 7. Limits of hondroi I/fence on bridge. 8. Location . of fixed and expansion bearings. TYPICAL SECTION I. Center I ine of bridge and/or horizontal control I ine of project, centerline of existing trocklsl, center I ine of future track(sl. Identify tracks as main, siding, etc. 2, AREMA clearance envelope. 3. Horizontal distance between center I ine of tracks, distance from centerline of track to face of ba l last retainer and handrai I/fence. 4. Total width of superstructure. 5. Width of walkway. 6. Height and type of ballast retainer, handrai I/fence. 7. Depth of superstructure. 8. Roi 1, tie and bal lost system with vertical distance from top of rai I to top of deck and minimum depth of ballast under the tie ( 12" l. 9. Cross s I ope of deck, if opp I i cab I e, and waterproof Ing system. 10. Girder spacing. I I. Diaphragms: Steel -end and intermediate Concrete -tie rods. TITLE BLOCK 1. The name a 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 1. Show existing and proposed track profile at the bridge location and a minimum of 1,000 feet post each end of the bridge. 9. Location and type of substructure with elevations. REVISIONS DESIGN BY: RAF I DRAWN BY: FJS I CHECKED BY: l<HJ BRIDGE STANDARDS 10. Numbering of spans, abutments and piers. I I, Existing and proposed ground I ine, including slope paving. 12. Existing and proposed uti I ities. 13. Depth of foundation below roadway. DATE I I I I I I LTR. DESCRIPTION APPROVED: +-=-=-+-'-"-'-'-"-'----------i K.1-/. ~ .........,-·-·MINIMUM BNSF -ASSISTANT DIRECTOR STRUcnJRES DESIGN LAYOUT REQUIREMENTS FOR /'J Al UNDERPASS STRUCTURES t, 'f • q/"t';t, ALE~ER: UPRR I DATE: 11207 UPRR-SPECIAI.PROJECTS.fuiucTURES DESIGN LPLAN:..:=..::;N::.O.=, :.::.71..:1200:..:.:..:_....J..:.:..;;.;;;,.l...::SH::..:EET;.;.__: ----11 PL OTTED: 31301200 1 2: 5<1 ! <17 PM ~ BRIDGE I * 9' -O" MIN. ( TANGENT TRACK l 9'-6" MIN. !CURVE TRACK) OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRACK ~ EXISTING TRACK OR FUTURE TRACK : <...O : <...O I -N I ' -O" BRIDGE SEAT--.... ~. : ... 2' -6" MIN. 01" I 1 SOLID WALKWAY 1 BALLAST WALKWAY. * PRECAST CONCRETE FASCIA BEAM SEE SECTION 6.7 W30x90 WATERPROOFING ( TYP. l TOP OF RAIL (TYP.l TIE ( TYP. l ' 20' -0" I '-0" MIN. BALLAST ( TYP. l BALLAST * 8' -0" MIN. STEEL FLASHING ( TYP. l HANDRAIL w/ FENCE W36 x l35 000000000 2' -3" -ANCHOR SOLE PLATE · BOLT ( TYP. l w/ BEARING PAD ffl 1111914'.I='" HAU.WAY BRIDGE STANDARDS REVISIONS DESIGN BY: RAF DRA'MI BY: l<DM CHECKED BY: IOiJ DATE LTR DESCRIPTION APPROVED : 1----1---+-----K 1-1. ~ BHSF . ASSISTANT DIRECTOR STRUCT\JRES DESIGN ROLLED BEAMS ~ t/. ~ w/ STEEL PLATE DECK ~:aPROJECTS~RESDESIGN ~C::.:~1= OAre =: 2 PL OT TEO: -4/1 112001 9: 15: 415 AM * 9'-0" MIN. (TANGENT TRACK) 9'-6" MIN. ( CURVE TRACK) OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRACK Ci'. BRIDGE t EXISTING TRAC K OR FUTURE TRACK I '-0" -N BRIDGE SEAT 2' -6" MIN. !!ti " * FENCE PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 I W30x90 WATERPROOFING ( TYP. ) 1• •1 ,. • 1• •• •• • ,. .. .. . .. .. ,. . ,. .. .. . .. .. '• . 2' -3" .. . . SOLID WALKWAY iBALLAST WALKWAY TOP OF RAIL ( TYP. l TIE(TYP.l I 20' -0" I' -0" MIN. BALLAST ( TYP. l BALLAST ANCHOR BOLT ( TYP. l . . . . . . . . . * 8' -0" MIN. STEEL FLASHING ( TYP. l .. .. SOLE PLATE w/ BEARING PAD REVISIONS DESIGN BY: RAF DRAll't'N BY: l<DM CHECKED BY: l<HJ DATE LTR. DESCRIPTION APPROVED: 1-=-=+=~-------t K 1-1. ~ BNSF -ASSISTANT DIRECTOR SlRUcnJRES DESIGN ~~rz~~ PROJECTS IJCTURES DESIGN HANDRAIL w/ FENCE ------W36x I 35 ffl .6i/l.lfll4'1=" 8A/~WAY BRIDGE STANDARDS STEEL PLATE GIRDERS w/ STEEL PLATE DECK FILE ov.tjER; UPRR DATE: 1/2.W7 Pl.AN NO.: 711200 SHEET: 3 PLOTTED: ~/11/2007 9: 16! 12 AM Cf BRIDGE * 9' -0" MIN. ( TANGENT TRACK l 9'-6" MIN. (CURVE TRACK! OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRACK ~ EXISTING TRACK OR FUTURE TRACK * FENCE PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 STEEL CURB FLASHING ( TYP. l I' -0" WATERPROOFING ( TYP. l I i I I I % SLOPE 0i II 2' -3" 2' -6" MIN. SOLID WALKWAY !BALLAST WALKWAY 20' -0" I' -0" Ml N. BALLAST ( TYP. l TOP OF RAIL ( TYP. l TIE (TYP.l CONCRETE DECK * 8' -0" MIN. MIN, % SLOPE ANCHOR SOLE PLATE BOLT TYP. wl BEARING PAD REVISIONS DESIGN BY: RAF ORA ...... BY: MMD CHECKED BY: l<HJ DATE LlR. DESCRIPTION APPROVED: K.1-1.~ HANDRAIL w/ FENCE 0 I -f"") DECK ORA l N ( TYP. l ffl 6'1114'.F" 6A/~WAT BRIDGE STANDARDS BNSF -ASSISTANT DIRECTOR STRUCTURES DESIGN ROLLED BEAMS ~ (/. ~ w/ CONCRETE DECK .;...UPRR-~-~s~PE=:a'T';,....PR.,..~E=crs=Zv~:-=ru-RE=s-DE--SIG-N 1-~-LE-~-o .. -.~--1~-200 _ __._DA_TE..,..: ~-=-= ----1. PLOTTED: '1/1112007 9: I f.: 47 .lW / ) * 9'-0" MIN. I TANGENT TRACK! 9'-6" MIN. I CURVE TRACK) OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRACK ~ BRIDGE Cf EXISTING TRACK OR FUTURE TRACK I '-0" -('J BRIDGE SEAT 2' -6" MIN. Y4 II * FENCE PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 STEEL CURB FLASH I NG ( TYP. l WATERPROOFING I TYP. l ,• ., ,• . ,. ., , . . , . .. .. . ,. ., , . . '• •' '• . '• •' '• . 2' -3" . . . . . . . . I • SOLID WALKWAY !BALLAST WALKWAY TIE I TYP. l . . . . . . . . . . 20' -0" . . . . . . . . . . I' -0" MIN. BALLAST ( TYP. l BALLAST CONCRETE DECK ANCHOR BOLT ( TYP. l * 8' -0" MIN. . . . . . . . . . SOLE PLATE w/ BEARI NG PAD REVISIONS DESIGN BY: RAF DRA\'otl BY: MMD CHECKED BY: KHJ 0 HANDRAIL w/ FENCE DECK DRAIN ( TY P. ) -~4!;!:" 8 BRIDGE STANDARDS 1--o>;_:rE--+--L TR.---1-DE_SC_RI_PTI:..:.c:.ON'-'-------I APPROVED: Kl-I.~ BNSF -ASSISTANT DIRECTOR S1RUCTURES DESIGN STEEL PLATE GIRDERS /J ~ w/ CONCRETE DECK t, 'f · ~ FILE ~ER: UPRR DA:rE: 1f2Al(ff UPRR-SPEctAl. PROJECTS UCTURES DESIGN PlAN NO.: 711200 SHEET: 5 PLOTT [O: VI 112007 9: 17: 03 AM * 9'-0" MIN. (TANGENT TRACK) 9'-6" MIN. (CURVE TRACK! OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRACK <i'. BRIDGE I I I ~ EXISTING TRACK OR FUTURE TRACK I' -0" -N * FENCE PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 STEEL CURB FLASH I NG ( TYP. I WATERPROOFING ( TYP. I SOLID WALKWAY i BALLAST WALKWAY TOP OF I 20' -O" 1 '-0" MIN. BALLAST ( TYP. l RAIL ( TYP. I TIE ( TYP. I * 8' -0" MIN. 0 HANDRAIL w/ FENCE ~~l~G---E /'; DC DD cc cc DD ~ ,----'°"'"'1'"----'l""-------'-'------......i.------........ ~-------'-""------......_ ___ ___,, ,....--i l4"(TYP.l 2' -6" Ml N. BEARING PAD ( TYP. I REVISIONS DESIGN BY: RAF DRI\W'j BY: l<DM CHECKED BY: KHJ a..::DA.:..:..::rE.::.i....=.cLTR.c..::...;...:OE=SC=Rlc.:....PTl=ON:.:__ ___ ---1 APPROVED: K1-1.~ -~4!!!!:'" 81 BRIDGE STANDARDS RR STANDARD PRESTRESSED BNSF. ASSISTANT DIRECTOR STRUC'T\JRES DESIGN PRECAST CONCRETE ~ tJ. ~ DOUBLE CELL BOX BEAMS -i!PRR-~--""s;...PE_~-.,.PR-~-CTS-~~=---l\J-RE_S_DE-SIG-N J-~-LE-~-0.:-~--1~200-PRR _ __._DA_TE:-· -1:"-EET-: -----111 PL OTTED: ~/ 11 12007 9:: 17: 19 AM * 9' -0" MIN. ( TANGENT TRACK l 9'-6" MIN. ( CURVE TRACK) OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. t EXISTING TRAC K t BRIDGE t EXISTING TRACK I '-0" : l.O I BRIDGE SEAT~ ::\. 2' -6" MIN. 01" * FENCE I PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 STEEL CURB FLASH I NG ( TYP. l WATERPROOFING ( TYP. l TRANSVERSE TIE ROD I SOLID WALKWAY !BALLAST WALKWA Y TOP OF 20' -0" I '-0" MIN. BALLAST ( TYP . l RAIL ( TYP. l TIE ( TYP. l 1 OR FUTURE TRA CK I I I .. * 8' -0" Ml N. FLEXIBLE SEALING STRIP BEARING PAD ( TYP. l REVISIONS DESIGN BY: RAF DRAVM BY: MMD CHECKED BY: KHJ 1-DA_:rE+--LlR.c.:..+=-DE=SC=RJ.:...:.PTI=OH:___ ____ ___. APPROVED: K1-1.~ HANDRAIL w/ FENCE -~4!'~ 9 BRIDGE STANDARDS BNSF -ASSISTANT DIRECTOR S1RUcnJRES DESIGN PRESTRESSED PRECAST :!.::!~~t{OJE~~RESDESIGN ~~~=ETE Bo?: =MS PLOTTED: ~/ 1112007 9: 17: 38 AM Ci'. BRIDGE * 9' -O" MIN. ( TANGENT TRACK l 9'-6" MIN. I CURVE TRACK) OR AS REQUIRED BY AREMA, WHICHEVER IS GREATER. ~ EXISTING TRAC K I I I Ci'. EXISTING TRAC K OR FUTURE TRAC K I '-0" -N Y4" 2'-6" MIN. * FENCE PRECAST CONCRETE FASCIA BEAM SEE SECTION 6. 7 STEEL CURB FLASH I NG ( TYP. l WATERPROOFING ( TYP. l BEARING PAD ITYP.l SOLID WALKWAY i BALLAST WAL KWAY TOP OF RAIL ( TYP. l 20' -0" I' -0" Ml N. BALLAST ( TYP. l BALLAST CONCRETE DECK PRES TRESSED * 8' -0" Ml N. DIAPHRAGM I TYP. l CONCRETE GIRDER I TYP. l REVISIONS DESIGN BY: RAF DRAWN BY: FJS CHECl<ED BY: KHJ t-DA_'IE-+-LTR.-+-DE-SCRJ_PTI_ON ____ ~ APPROVED: : Kl-I.~ HANDRAIL w/ FENCE 0 I ~1914'~ AA/~WAY 9 BRIDGE STANDARDS PRESTRESSED PRECAST I BNSF -ASSISTANT DIRECTOR STRUCTtJRES DESIGN CONCRETE AASHTO TYPE ~ (j. ~ GIRDER w/ CONCRETE DECK ~~;OJECTS!:'RESDESIGN ALEOWNER: UPRR DATE: 1/'2A/07 PLAN NO.: 711200 SHEET: 8 PLOTTED: '4 1 1112007 S: 11: "19 AM 22'-0"± <t BRIDGE i 44' -0" ± 22'-0"± ~ EXISTING TRACK ~ EXISTING TRACK OR FUTURE TRACK 12' -0" ± 2% a: < w • 12' -0" ± I i : f--CLEARANCE ENVELOPE I I I * * I I I I i i ... , d ~ WATERPROOF I NG I- * SEE SECT I ON 6. 6. I IO' -0" INSIDE GUARDRAIL TYP. STEEL TOP OF RAIL TIE I I 0'-0" I -0" MIN. BALLAST ITYP. J~ BALLAST STEEL DECK STEEL I CHECKERED PLATE WALKWAY ( TYP. l 8' -0" MIN. -N DIAPHRAGM ( TYP. l FLOORBEAM ( TYP. l STEEL THROUGH PLATE GIRDER -~-!;!;'" 9 REVISIONS DESIGN BY: RAF DRAWN BY: KDM CHECl<ED BY: KHJ BRIDGE STANDARDS DATE L lR. DESCRIPTION APPROVED: 1------1-----1-------K !-I. ~ STEEL THROUGH BNSf. ASSISTANT DIRECTOR STRUCTURES DESIGN PLATE GIRDERS ~ (/. ~ w/ STEEL PLATE DECK -UPRFI-~-_,,.SPE"--:a~PROJ-· E-CTS-Z+--~-CT\J-RE_S_OE_StG-N :,. ~1~= DATE: :::, 9 PLOTT[O: l/J0/2001 :>: 51.: :n PU I n __ ___,I "LcoNNECT DRAIN PIPES TO D ABUTMENT DOWNSPOUTS AND UNDERDRAINS (TYP. l PIER DECK PLAN DRAIN PIPE (TYP. l SCALE: NONE Y2% SLOPE MIN •• TYPICAL DECK SECTION SCALE: 2' -0" .064 THICK GALV. 8-:}fi"x3A" SLOTS SPACED ON 2-2/3 IN. CENTERS 8-:}fi"x\" SLOTS SPACED ON 2-213 IN. CENTERS NONE 't DRAIN I I . 8" . I SECTION A-A REVISIONS ,DRAIN PIPE I --· --'t TRA CK I ABUTMENT LOCATION OF DRAIN PIPE SCALE: NONE IO' -0" l--o1 •---.-0-64_T_H I-C-K -G-AL'(.~SH_E_ET-ME_T_AL--~~ I [ ~ ·~ ~ ~ ~ ~ 1{ ~ ~ ~ ~Q}fa~:~~·~:~~~~~S ONLY! DETAIL -BOTTOM PAN SCALE: NOTE: LAP DRAIN PIPE ONE CORRUGATION AT EACH END. NONE DESIGN BY: RAF DRAYt'N BY: MMD CHECKED BY: l<HJ e .IJllll,,4gF'" AA/~WAY DETAIL -DRAIN PIPE BRIDGE STANDARDS DATE LTR. DESCRIPTION APPROVED: 1---,-+----+--------.I K 1-1. ~ SCALE: NONE BNSF -ASSISTANT DIRECTOR STRUCT\JRES DESIGN CAST-IN-PLACE CONCRETE /J ~ DECK DRAIN DETAILS t, 'f ' ~H,,-FILEOYt'NER: UPRR DATE: 1/24/07 UPRR-SPECIAI.PROJECTSkUCTVRESDESIGN PlANNO.: 711200 SHEET: 10 PLOTT[O: 3/30/1007 1: 'i.li.: ,k PU I" MIN. OVERALL ASPHALT PROTECTIVE COVER SHEETS 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING 18"WIDE x 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING CENTERED OVER THE CONST. JOINT 12"WIDE x 16 GAGE GALV. SHEET METAL COVER PLATE CENTERED OVER THE CONST. JOINT EXPANSION GAP I" MIN. OVERALL ASPHALT PROTECTIVE COVER SHEET S 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 •A' ~ . ,•a> . ~ q • 0 0 I . ·: °',' :... . i '-------'--,,1~--V2'' x IO"WIDE COVER PLATE SLAB • & :·1·. •• ·:. 0 0 •:: ~ CONTROLLED JOINT TYPICAL LONGITUDINAL SECTION AT CONTROLLED JOINT NO SCALE 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING I" MIN. OVERALL ASPHALT PROTECTIVE COVER SHEETS TYPICAL TRANSVERSE SECTION AT OPEN JOINT a: >- 1- NO SCALE 6" 6" SLAB " ! \~----'I ~ OPEN JOINT ·; ~v·. ( ON DEC K 8 CURB SLOTS) .,·;, oo•~." TYPICAL LONGITUDINAL SECTION SEE FLASHING DETAILS, PLAN N~ 711200, SHEET 12 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 V2" x IO"WIDE COVER PLATE ( ON DECK 8 CURB SLOTSl FACE OF CONCRETE OR STEEL AT OPEN JOINT AT BENTS 8 BACKWALL NO SCALE BACKWALL OR APPROACH SLAB THREADED INSERT 24"WIDE x 0.060 IN. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING CENTERED ALONG THE AXIS OF THE CORNER • :---%" x 13"W!DE ARMOR -PLATE AT ABUTMENTS rri (FULL LENGTH OF I WATERPROOFING) V2" DIA. GALV. BOLT W/WASHER IN LONG SLOTTED HOLE SPACED AT l'-6" C. TO C. TYPICAL LONGITUDINAL SECTION AT END OF BACKWALL / APPROACH SLABS NO SCALE ----1----___;_--t,-BUTYL GUM TAPE EXTENDED Ya" ~r=/=~~~~§~~=~.1=~M~I N~.=B~E~Y;;;,OND EDGE OF SPLICE .1/i/11114'.F'" RA/~WAY ffl TONGUE 8 GROOVE -FIELD SPLICE BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING SPLICE DETAIL NO SCALE BRIDGE STANDARDS REVISIONS DESIGN BY: RAF DRAW. BY: FJS CHECKED BY: KHJ APPROVED: DATE L TR. DESCRIPTION ---------t K 1-1. ~ BNSF -ASSISTANT DIRECTOR STRUcnJRES DESIGN WATERPROOFING DETAILS ~ (, t/. ?II "f'n, ALE O\\flER: UPRR .;..5i,;..;.....~-""'""s~PE...,.CIA1.~PR..,.OJ--ecrs~.fuw~UCTIJ=RE...,.s..,.,DE~S1GN=-~ NO.: 111200 11 DATE: 1/2A/07 SHEET: PLOTT(O: Jt J0/2007 2: 56: 50 PM } ' SEALANT SEALANT CONCRETE CURB------ INSERT ASSEMBLY FOR Y2'' DIA. x 2" A-307 BOLT--+-' Yi' DI A. x 2" A-307 BOLT WITH WASHER 8 LONG SLOTTED HOLE© 2'-0" MAX. CENTERS Y2" DI A. x IY2" A-325 BOLT WITH WASHER, WASHER 8 NUT SEE FLASHING © 2' -0" MA X. CENTERS U) BUTYL RUBBER MEMBRANE OR EPDM O. 060" MINIMUM TH I CKNESS ----J HOLE © 2' -O" Ll"l MAX. CENTERS DETAIL Ci'. LONG SLOTTED = 9 --'"" FOR Y2" DIA. BOLT u:, I" o - 01" STEEL It ( A36, GALV. l I I CURB FLASHING DETAIL BALLAST TWO LAYERS OF PROTECTIVE ASPHALT IC PANELS. I" TOTAL THICKNESS MINIMUM BALLAST TWO LA YERS OF PROTECTIVE ASPHALT IC PANELS. I" TOTAL THICKNESS MINIMUM CONCRETE DECK SEE FLASHING DETAIL--~~----'---+---,,<-~\~--------,,--- NOTES: BUTYL RUBBER MEMBRANE OR EPDM 0.060" MINIMUM THICKNESS ~-~ I. ALL STRUCTURAL STEEL PLATES, BOLTS AND WASHERS SHALL BE GAL VAN I ZED. 2. DISCONTINUE FLASHING OVER PIERS AND ABUTMENTS. STEEL DECK REVISIONS DESIGN BY: RAF ORA~ BY: MMD CHECKED BY: l<HJ DA'TE LTR DESCRIPTION APPROVED: ~.:..::..+-==::....:.=.:___--------t K 1-1. ~ MA STIC FILL -~4!!;~ ffl BRIDGE STANDARDS BNSF-ASSISTANTDIRECTORSTRUCT1JRESDESIGN FLASHING DETAILS /} All FOR WATERPROOFING f, C ff/~,,,... FllE()'MjER: UPRR DA'TE: 111A/C17 UPRR-MOSPECIAl. PROJECTS'1:<UC1'\JRES DESIGN PLAN NO .: 711200 SHEET: 12 PLOTT EO: 3 /301'007 ?: ",7! 1n Pt.I \\ SACRIFICIAL BEAM l I I :,,C: I u : <I: I 0:: I t-: : I : : c,.,-------:--}-·-------1---------+--+- I I I I I : : I : : I I I ' : : I : : : I : I I I PIER ABUTMENT PLAN PIER CAP ROADWAY ABUTMENT PIER SACRIFICIAL BEAM * ROADWAY ELEVATION LAYOUT OF SACRIFICIAL BEAMS * MIN. VERTICAL CLEARANCE REFER TO SECTION 6.6.2 I , SACRIFICIAL BEAM PIER . N SACR[FICIAL BEAM \)ABUTMENT ABUTMENT SACRIFIC[AL BEAM . N REDWOOD TOP OF BRIDGE SEA T SUPPORT BAR SEE DETAIL "B" SECTION@ ( AT CONCRETE BEAM) TOP OF BR IDGE SEAT SECTION@ I I EXT ER I OR BEAM •• ' .: ' . t. . FOR CLARITY REDWOOD BLOCK NOT SHOWN (AT STEEL GIRDER) SLOTTED HOLE j• SUPPORT BAR ( GAL V. J------1 PROTECTION ANGLE IGALV.J---~ . ...., NOTE : PROVIDE AND SHOW CABLE TO RESTRAIN SACRIFICIAL BEAM. ALL CONCRETE STRUCTURES THAT ARE NOT PROTECTED WITH SACRIFIC IAL BEAMS SHALL BE PROTECTED WITH IMPAC T PROTECTION DEVICES OVER ONCOMING TRAFFIC SIDE. REVISIONS DESIGN BY: RAF DRAV\IN BY: l<llM CHECKED BY: l<HJ DATE LTR. DESCRIPTION APPROVED: J-----..+..---1-----__. K.1-1. ~ BRIDGE STANDARDS BNSF-ASSISTANTDIRECTORS'TRUCTtJRESDESIGN SACRIFICIAL BEAMS AND /J Al IMPACT PROTECTION DEVICES t, 'f • ff/~n,., Fll£0't'tfER: UPRR DATE: 1f2A/C17 UPRR-SPEcii.t. PROJECTSti<IJCTUREs DESIGN PlAN NO .: 111200 SHEET: 13 PLOTT ED: ~/1 112007 9:JS:09 AM SCHEDULE 2 TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT GUIDELINES FOR PREP ARA TIO NS OF A BRIDGE DEMOLITION AND REMOVAL PLAN FOR STRUCTURES OVER RAILROAD C-13 14792939\V-13 GUIDELINES FOR PREPARATION OF A BRIDGE DEMOLITION AND REMOVAL PLAN FOR STRUCTURES OVER RAILROAD s TOP ALL WORK ---DUR ING RAI L OPERATIO NS UNION PACIFIC RAILROAD OFFICE OF CHIEF ENGINEER DESIGN 1416 DODGE ST. , OMAHA . NE 68179 ITEM I. General II. Bridge Removal Plan III. Procedure IV . Track Protection V. Cranes VI . Cutting Torches VII . Utilities VIII. Hazardous Material Appendix INDEX PAGE 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 Ra.ilroad's tracks and property shall be protected at all times . E. TIJe 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 I 06613 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad March 31, 1998 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 minimwn 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 : I .r 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 2 March 31, 1998 8) Details, limits, and locations of protective covers or other measures proposed to be used to prot~ct 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. 1 i) The location and details of track crossmgs required for movmg of the equipment across the railroad tracks. 12) Limits of demolition of substructures. 13) Details of on-site fire suppression. Ill. 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 working drawings. The Engineer shall certify in writing to the Railroad that the work is in confonnance 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 3 March 31, 1998 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. 2) 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 4 March 31, 1998 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: I} 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 5 March 31. 1998 VI. CUTTING TORCHES A . When a cutting torch is used near the tracks or any timber, the following steps shall be taken: I) 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 Bridge Demolition and Removal Plan Over the Union Pacific Railroad 6 . March 31 , 1998 -----·-------------------------------------- APPENDIX • U.P.R.R. STANDARD DRAWING 106613 • TRACK SHIELD DETAIL • FRAME PROTECTION DETAILS Guidelines for Preparation of a Bridge Demolition and Removal Plan Over the Union Pacific Railroad 7 March 31 , 1998 Track No Excava t ion Excavation Permitted 3650nm < 12'-0"l Main llne CJ'ld Branch Track 2150 nm ( 7'-0"l Industry Track 4570 nm ( 15 '-0"HMoln Line Tract<.) 3810 nm< 12'-6"HBronch Line Track) 3500 ( I l'-6") or to edge of exist. subgrade ( Industry Track) Sample Excavation Gro und Li ne 2360 nm I 7'-9"> Bose of Roi I 450 nm ( I' -6" l +--------""~""71'"7'""-r--~r-. TRACK PROTECTION SHORING: All dimensions ore measured perpendlcular tot Track. The contractor shal I provide and lnstol I track protection shoring before COIIT!l8nclng excavation. Prior to conmenclng any work, the contractor shal I submit for approval by the Engineer and UPRR, detolled plans Indicating the nature and extent of the track protection shoring proposed. Shoring shol I be designed for Coopers EBO I Ive load surcharge and the UPRR may Impose more stringent requirements as conditions warrant. For excavations which encroach Into railroad llve load surcharge zone, shoring plans will be occO!Jl)anled by a copy of the design calculations, and both must be stanped by a registered professional engineer. Design of shoring shol I comply with UPRR guide I Ines for deslon and construction of shoring adjacent to act Ive ra I I rood tracks. ZONE A Shoring rrust be designed for rollrood llve load surcharge In addi t ion to OSHA Standards for exca vation In Zone A. APPLICABLE RAILROAD LIVE LOAD; COOPER EBO Shoring wl II be per OSHA Standards for excavation In Zone C. Sloping cuts wl 11 be permitted. <..> ZONE B Only vertlco l shoring wl I I be ermlt ted for excavation In thl zone, (no sloping cuts). TRACK PROTECTION SHORING REQUIREMENTS 4fla UNION PACIFIC RAILROAD GENERAL SHORING REQUIREMENTS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 REDRAWN C. E. I 06613 5'-0- NIU CMNJ TRACK SIIEl.ll !S£E NOTES> TRIYIIA Sl'IJ8CUtO H5 GEOTEXTI.E EACH SIDE OF TRACK CM APPROY£I) EOUAU LONCITI.ClfW. Sll'PORT 1M!ERS <TYPJ lSEE NOTES> BALLAST <SEE NOTES! t!Qm! TRACK SHIELD DETAIL FOR DEBRIS FAU.Ni FROM BRIDGE DECK REMOVAL (11£N TRACK TIME WN>OW IS AVALABl.E> L A FUCIIAH IS REOlffO AT All TIIES OUltlG Tl£ USE OF A TRACK SHEU!, 2, Tl£ TRAO: SltELD SHAU. BE DES1GNEO BY Tl£ talTRACTOR N SIIAU. BE OF SlfflC(NT STAEIC)TH TO Sll'PORT THE ANTICPATED LOADS, tfCI.WNG M'ACT, Tl£ SIElD SIIAU. PREVENT ANT MATERIALS. EOUPIENT OR DEBRIS FROM FAl.1.JIC ONTO Tl£ RM.ROAD TRAa. AIIIIITOIAL LAYERS OF MATERIALS SHALL BE FUIIIS1£D AS 1£CESSARY TO PIIEV[HT FIIE 11A T£lll1LS OR DEBRIS FROM Sf'M DOIN ll'ON Tl£ TRACX. 3. Tl£ SIEJ) S1mD PREFERABLY BE PREFABRtATED AtC> FUIMSl£D 11TH LFTt«l HOOKS TO Slf'I.FY REMOVAL. ~. Tl£ SHELD SHALL BE OF SLfflCENT STRO«:TH TO SPAN BETIEEN IT'S SlfPORTS WITHOUT BEARING UPON THE RAI.S NfJ TO IITNSTAND DROPPING IU!8l.E. 5. BEfORE REMOVAL, THE SHnD SHALL BE C1.EAl£D Cf ALL DEBRIS AND Fl£ MATERIAL 6. THE TRACI( SHEU> SHALL EXTEI() AT LEAST 20 FEET BEYONI Tl£ LIITS Cf DEMOLI ~ TRAHSVEJISE TO Tl£ EDGE OF Tl£ BRIDG£. ) r BLOCKING DETAIL T. LOIOTIONAL SUPPORT TIIIERS FOR Tl£ SIIELO SHALL NOT EXTOO ABOVE THE TOP Of RAIL llHEN THE SHELO IS fl9IOYEO, BLOCK/NC FROM Tl£ TOP OF RAI. TO Tl£ BOTTOM Of Tl£ S/18.0 MAY BE ATTACHED TO THE SltELD. REIIANNG TIIBERS SIIALl BE AICHORED, 8. FOR TRAIi PASSACE. Tl£ At.eel[ SHALL BE AEIIOVED TO A IINIIUM Of 8' &' FAOII Tl£ J£AAEST AAL ANO TO AN ELEV A TlON NO ltOHEft THAN Tl£ TOP Of ltAIL. 9, AT THE EN> Of THE DAY, Tl£ Rl&LE SltAU. BE REIIOYED CCU'I.ETELY TO A IIIMJII OF IO ' O' FROM Tl£ !ORES T RAIL Al() OOIIN TO ORIGIIAL GRADE. JO. CARE SIIALl BE TAKEN TO NOT PLACE METAL ACROSS Tl£ TRACK RAJI.S. RALROAO COWUlfCA TIONS ARE SEllT TlflOUGH 11£ IW.S ANO Ill 8E OISRU'TED BT A SHOftT BET11EEN RALS. 11. DETAA.S SHOWN Al'Pl.T FOR TIIISER TES, SPECIAL DETAI.S NIE REOUflED FOR CONOIETE TIES. mtti UNION PACIFIC RAILROAD TRACK SHIELD DETAIL OFFICE OF CHIEF ENGINEER DESIGN DA TE: 3-31-98 SHEET I OF I DEl!RIS PROTECTION <TYP J, SEE l«lTE 5 LIITS Of TRACl PROTECTION ITYP J i Of TRACl ACCESS ROAD , I TOP OF , RAJL BRIDGE aEVA TION ST OOARD LltlTS OF PROTECTION FOR FRAME PROTECTION t Of TRACK ' LIITS OF NOTESa L Tl£ STOOARD LIIITS Of PROTECTION NOTED ARE M 11N. Q.EAIWUS ALLOWED IITHOOT SPECW. PERIISSOf FR().t Tl£ RAI.ROAD, THE REDUCED Clli1Wa'.S NOTED IIAY BE ALLOIED BY THE RAIi.ROAD. SPECIAL PERIIISSION FOR THE fOUCEO CLEARANCES IS REOIRD FROII THE RAIi.ROAD SERVICE UNIT SIJ'ER!NTOOENT, 2. THE PROTECTION FRAlE SHALL AS A MM1.11 MATCH THE DEMCUTION LIITS SHOWN AM> EXTOO PAST THE BRl>G£ 10TH AS SHOIN ON THE ATTACl£D DEIIOUTION PLAN S1£ET. 3. FOR AOOITH»IAL CLEARANCE Alf) PROTECTION IEORMA TION, SEE UNON PACl'IC RALROAO STAIC),ARI) DRAIIIC NO, 0035 4. THE PROTECTION FllAIIE SHALL PflEVENT OEIIOLITION DEBRIS, DUST 00 FIE 11A TERIAL FROII FALLING ONTO Tl£ RAl.ROAO TRACICS. ACCESS ROAD OR TftAICS. THE 'FRAME SHAU. 8E OESQED BY THE CONTRACTOR TO SUPPORT THE ANTICf'A TEO DDIOUTION LOADS. Al() N ACCMDANCE 11TH UNON PACFIC Gl&LIES FOR DESIGN OF FALS08 FOR STRUCTUIES OVER Tl£ RALROAD, TRACIC PROTECTION <TYi> J 5. D£8RIS PROTECTION IS REOUllED f£AR THE BASE Of THE SIDE SLOPES AIII AOJACEIIT TO ROADS USED BY llOIOllTION EOUAIENT TO PREVENT DEBRIS FR011 RU.I.NC ONTO Tl£ TRACK. Ata:SS ROAO OR DITCH. USE Tl&RS AS R£0URED TO STOP URCE P(C£S Of ROLLNC DEBRIS. ACCESS ROAD tf I TOP Of , RAIL BRl>GE a.EVATION t.ltuJM LIWTS OF PROTECTION FOR FRAME PROTECTION <SPECAL PERMISSION REOURED, SEE NOTE D 6. ANY ACTMTY IITHN 25 FEET Of THE NEAREST RAIL OF A TRACK REOURES A FLACNAN. · • F NO ACCESS ROAD, USE MIN. DIIIENSQf FR011 OTHER SllE OF DETAL. ffl UNION PACIFIC RAILROAD FRAME PROTECTION DETAILS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 SHEET I OF 2 ' ' I . ' ' BAIOOE DECK~ I I ,<1•./l'IAI 0 ' ' 18'·0" 11N. ISE£ NOTE 2l I j ISEE NOTE 21 . ' I I ' ' I I I I ' ' 1;, I I g ' ' I I I I I I I I BRIDGE Pl.AN STAN>ARD Llfl'TS OF PROTECTION FM FRMiE PROTECTION • F NO ACCESS ROAi>, USE MN. OIEIISION FROM OTl£R SIDE .llllIESi L SEE CO(RAL NOTES ON B1GDGE El.EVA 0011 SHEET 2. STAN>ARO LNTS OF PftOTECmN ARE SH01IM, FOR IIN. LIITS <E PROTECTION DMENSIONS, SEE 8RllGE ELEVATION, INIJII LIITS <E PROTECTION. L)um" """''"""" ITTPJ / TOP OF RAIL EXTOO TO GRADE <TYP,> BRIDGE DECK CROSS SECTION ST ANDARO Ll~TS OF PROTECTION • F NO ACCESS ROAD. USE 11N. OIIIENSICWf FROII OTl£R SllE Ii UNION PACIFIC RAILROAD FRAME PROTECTION DETAILS OFFICE OF CHIEF ENGINEER DESIGN DATE: 3-31-98 SHEET 2 OF 2 14792939\Y-13 SCHEDULE3 TO EXHIBIT C-1 TO CONSTRUCTION COORDINATION AGREEMENT GUIDELINES FOR TEMPORARY SHORING C-14 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 AMERICA. "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, 2004 INDEX SECTION 1. SCOPE • . . . . . . . . . . . . . . . . . . . . . • • • • PAGE 1 2. GENERAL CRITERIA • • • • • • • • • • • • • • • • • • • • • 1 3. CONTRACTOR RESPONSIBILITIES • • • • • • • • • • • • • • • 2 4. INFORMATION REQUIRED • • • • • • • • • • • . . . . • • • 5. TYPES OF TEMPORARY SHORING • • • • • • • • • • • • • • • 6. GENERAL SHORING REQUIREMENTS • . . . . . . • • • • • • • 7 . COMPUTATION OF APPLIED FORCES • . . • • 8. STRUCTURAL INTEGRITY. • . . . . . . . . . . . . . 9. SOIL CHARACTERISTICS • • • • • • • • • • . . . . . . . . . 10. PLANS • • • • • • • • • • • • • • • • • • • • • • • • • • 11. SUBMITI ALS • • • • • • • • • • • • • • • • • • • • • • • 12. APPENDIX • • • • • • • • • • • • • • • • • • • • • • • • 13. BIBLIOGRAPHY. • • . . . . . . . . . . . . . . . . . . GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 3 5 5 7 9 10 11 13 14 14 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 plann ing and executing all proc edures necessary to construc t, maintain and remove the temporary shoring system in a safe and controlled manne r. 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 obta in 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 des ign, 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 qual ity of materials furnished and work performed. GUIDELINES FOR TEMPORARY SHORING, Publi shed Octob er 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 t rack 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 t o the Ra ilroad . All work on the project must stop and the Railroad may take any action necessary to ensure safe passage of trains. The Contractor must i mmediately 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 tra i n 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 Enginee r 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. I. Dewatering wells and proposed flownets or zones of influence. m. In seismic areas , evaluation of liquefaction potential of various soil strata. 3. Loads. GUIDELINES FOR TEMPORARY SHORING, Published Octob er 25, 2004 3 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 : f ut ure 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 Oc tober 25, 2004 4 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 th e tensile resistance of the anchors. a . For purposes of these guidelines, ground anchors shall be cement-grouted tiebacks designed , furnished, installeq, 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 5 G: Track No Excavation 12'-0" 15'-6" Main Line Track 12'-6" Other 7'-9" Base of Roi I I' -6" Excavation Permitted Zone A ZONE A Sample Excavation Shoring must be designed for Roi lroad I ive load surcharge GENERAL NOTES: In addition to OSHA Standard loads for excavation in Zone A. APPLICABLE RAILROAD LIVE LOAD: COOPER E80 All dimensions ore measured perpendlculor to i of trock. Prior to conmenclng ony work, the contractor shol I submit for opprovol by the Rollrood detolled plons lndlcotlng the noture ond extent of the track protection shoring proposed. The contractor sholl Install the t811l)orory shoring system per the approved plans. Design of the t811l)orory shoring system to cOfll)ly with GUIDELINES FOR TEll'ORARY SHORING. For excavations which encroach Into zone A or B,shorlng plons Shal I be accOfll)onled by design calculatlons. Plans and calculatlons nust be signed and st<Jll)ed by a Professlonol Engineer registered in the state where the work wil I be performed. GENERAL EXCAVATION ZONES SCALE: ( NOT TO SCALE l Figure 1 Ground Line Shoring to comply with OSHA requirements u Only vertical shoring wi I I be permitted for excavation in this Zone, (no sloping cutsl Shoring to comply with OSHA requirements GENERAL SHORING REQUIREMENTS . "' 1. No excavation shall be permitted closer than 12 '-0 " measured at a right angle from the cente rli ne of track to the trackside of shoring system . If existing conditions preclude the installation of sho ri ng 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 stab ility 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 para llel to the standard roadbed section . The size of ditches will vary depending upon the flow and terra in and should be designed accord i ngly . 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 require me nts . Temporary lighting may also be required by the Railroad to identify tripping hazards to t ra in 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 repo rt which ve ri fie s th e material properties and cond ition 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 A-4. 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 lbs/linear ft for rails, inside guardrails and fasteners. c. Roadbed: ballast, including track ties, use 120 lb per cub ic foot. GUIDELINES FOR TEMPORARY SHORING, Published October 25, 2004 7 <fl <fl <fl <fl <fl <fl <fl <fl <fl <fl <fl <fl <fl <fl <I') <fl <fl <I') a. a. a. a. a. a. a. a. a. a. a. a. a. a. a. a. °" a. -;:; ----------------""' "' ""' "' "' "' "' ""' ""' "' "' ""' "' "' ""' ""' "' 8 KIP S per (j: 0 0 0 0 0 "' "' "' "' 0 0 0 0 0 "' "' "' "' I !ne ar foot ..... a) a, a) a, u, u, u, u, ..... a, a) a) a) u, u, u, u, s t.iw .. 1111.1.-100 .. .11.,:111 IHHH i Ld 'l i _I' iA 1 / 2t_ Hi I ___ ] ___ I I \ COOPER EBO LOAD l i--e SCALE: C NOT TO SCALEJ Dredge Line I D J Vertical pressure q shall be based on a distribution width Ld. i-- Ld Is the length of tie plus H,. Hz C(':'>/ H, Is the height from the bottom of tie to the top of shoring. j I H, Is the depth of point being evaluated with the Bousslnesq equation. I Ft --, I S Is a distance perpendlcular from center! lne of track to the face of shoring. I D Is from top of shoring to one foot below dredge llne. ft. I Zp Is the mlnlrrun erroedment depth. I Length of tie Is 9 feet Ps q Is the Intens i ty of strip load due to EBO Rai lroad I Ive load Zp and shol I be calculated as fol lows: L~Tooof For H,= O Ld = lenQth of tie; therefore, Q : 801 000 lb : 11 778 psf ( 5 feet)( 9 feetl For H, >O Ld = 1 enoth of t I e + H,; therefore, Q : 801000 lb (5 feetHLdl PII e CASE 1: Lateral live load pressure Ps, due to EBO loodlno for track pcro11e1 t o shoring system Is calculated using the Bousslnesq Strip Load Equation. PLAN Ps = tq c {3+ sin f3 sin' a-sin f3 cos • a l SCALE : C NOT TO SCALEl The above equation con be sllll)l lfled int o th e following equivalent form: 2q Ps = rr C f3 -s In f3 cos c 2 all /3 a and f3 ore ong I es measured In rod I ans, a = 8 + 2 CASE 2: Live load pressure due to EBO loading for track at a rl!tlt qle to the shoring system con be colcuoted using the fol towing equation. Ps = K• q where ~ = tan• C 45 -! l 9 BRDM,E ffl +Is the angle of Internal friction In degrees SHORING REVISIONS DEIKIN IIY: PGP I CRAVWI BY: JFS I CHECl<ED BY: M STANDARDS Dl\lE Llll DEIICM'110N N'PROIIED: I Kw.~ LIVE LOAD PRESSURE I I -• ABIIISTANT D9IECT'OR STRUCT\JRE8 DESION DUE TO COOPER EBO I I ~ll:!!! FI.E~ER: -I DIITE: I ~ -CT881RUCT\IRES0Eat0N PLNINO.: 710001 I IHEET: 1 OF 1 PlOTTus; U U DAT E.IU I TIME 00 Figure 2 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 "z." is : I/) PA = KA y Z a, where KA= tan 2(45 -2) Z a = 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. · I/) Pp= Kp y zp. where Kp = tan 2(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 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. Table 1 Deflection Criteria Horizontal distance from Maximum horizontal Maximum acceptable horizontal shoring to track C/L measured movement of shoring or vertical movement of rail at a riqht anqle from track system 12' < S < 18 ' 3/8" 1/4" 18' < S < 24' 1/2" 1/4" 9. SOIL CHARACTERISTICS 1. Subsurface Exploration. (AREMA 8.5.2.2) 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) Tvoes of Backfill for Reta ining Walls Backfill T ype Backfill Description 1 Coarse-grained soi l witho ut ad mixt ure of fi ne so il particles, very free- d ra in ing (c lean sand , gravel or broken stone). 2 Coarse-grai ned soi l of low permeabi lity d ue to admixture of pa rticles of si lt size. 3 Fi ne sil ty sand; gra nular ma teri als with conspic uo us clay content ; o r residual soi l wit h sto nes. 4 Soft or very soft c lay o rganic silt ; o r so ft si lty clay. I MOO tum or st1tt c lay that may be pl aced m s uch a way th at a neghgtble 5 amo unt of water will enter the spaces between th e chunks duri ng fl ood s o r heavy rains . 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) Prope rt ies of Backfill Materials Type of Unit Weight Lb. Cohesion Angle of Internal Backfill Per Cu. Ft. "c" Friction 1 105 0 33 °-4 2°(38°for broken stone) 2 110 0 30 ° 3 125 0 28° 4 100 0 oo 5 120 240 oo 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 min imum 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. Typ ical 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 dimens ions 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 load ing . 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. lnsitu 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 01557. I. Slopes without shoring shall not be steeper than 2 horizontal to 1 vertical GUIDELINES FOR TEMPORARY SHORING, Publi shed 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 17" or 8%'' 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 sa id 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 1. SAMPLE PROBLEM . . . . . . . . . . . . . . . . . . . . . PAGE A-1 & A-2 2. CHART A • • • • • • • • • • • • • • • • • • • • • • • • • A-3 & A-4 3. GUIDELINE & WEBSITE DIRECTORY • • • • • • • • • • • • • • • A-5 4. TABLES • • • • • • • • • • • • • • • • • • • • • • • • • A-6 5. AR EMA 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 TEMPLATES GENERAL CRITERIA AND MISCELLANEOUS. • • • • • • • • • • GENERAL PLAN VIEW • • • • • • • TYPICAL SECTION & ELEVATION VIEW • • • • • • • • • • • • • • • • • • • • • • • • 13. BIBLIOGRAPHY A-7 A-8 A-9 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 SAMPLE PROBLEM Point in question: S = 12 ft H = 6 ft q = SO ,OOO lbs = 1778 psf for E80 loading, axle spacing = 5 ft, tie length b = 9 ft (5 ft)(9 ft) Solve for X 1 = S -b/2 = 7 .5 ft Solve for X 2 = S + b/2 = 16 .5 ft Solve for B1 = arctan( :1 ) = 0.896 radians Solve for B2 = arctan( ~ 2 ) = 1.222 radians Solve for /3 = B2 -B1 = 0 .326 radians Solve for a = 81 + 82 = 1 .059 radians 2 Note: s tana :t:- H Dredge Line Toe of Pi le PRE SS URE DI STRIBUTION FOR STRIP LOAD • Pressure, Ps due to EBO liveload at the above-identified point: q ( psf l EQUIVALENT LOADING Ps = 2q (;J-sin /J cos 2a) = 2 * 1778 (0.326 -sin(0.326)cos(2 * 1.059)) = 558.psf ff ff • Shear due to E80 liveload at the above-identified point: R x = 2qH/J = 2 * 1778 * 6 * 0 .326 = 2214 .lbs /ft 1l 1l • Depth z from base of tie: __ H2/3-bH+x/(~-B:!)-x/(~-0i) _ 62 *0.326-9*6+16.52(~-1.222)-1.52(~-0.896) Z-2H/J -2*6*0.326 · =3.??.ft GUIDELINES FOR TEMPORARY SHORING, Published October 25 , 2004 A-1 SAMPLE PROBLEM (CONTINUED) • Moment due to E80 liveload at the above identified point: M = RJ~ -z) = 2214 * (6-3.77) = 4940 ft-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 sectio nal properties of the shoring system based on the allowable stresses and the required factors of safety . GUIDELINES FOR TEMPORARY SHORING, Publi shed October 25 , 2004 A-2 CHART A This chart identifies the active pressure and resulting forces due to EBO 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 H 2 below base of tie . 3 . Read Ps , M , R and z from the table. 4. Use the procedure outlined in the sample problem to determine values at non-tabulated points . Ps = 2 q [,B -sin ,8 cos(2a )] J[ where q = 1778 psf B h oussmesq sure arge pressure E80 r d f H 0 1ve oa or 1= L ~ Toe of Pl le 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 Ps (psi) 305 220 166 130 105 86 72 61 53 Cl (radians) 1.38 1.41 1.44 1.45 1.47 1.48 1.48 1.49 1.50 2 f3 (radians) 0.14 0.10 0 .07 0 .06 0.05 0 .04 0.03 O.Q3 0 .02 -z (ft) 1.32 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 R (lbs/ft) 317 226 170 132 106 87 73 62 53 Ps (psi) 496 381 299 240 197 164 138 118 102 Cl (radians) 1.21 1.27 1.3 1 1.34 1.36 1.38 1.40 1.41 1.43 4 f3 (radians) 0.25 0.19 0 .14 0 .11 0.09 0.07 0 .06 0 .05 0.05 - z (ft) 2.59 2.61 2.63 2.64 2.64 2.65 2.65 2.65 2.65 M (ft-lbs/ft) 1,609 1,165 882 692 557 459 384 327 281 R (lbs /ft) 1,141 840 643 508 411 339 285 242 209 Ps (psi) 558 461 381 317 266 225 193 167 146 Cl (radians) 1.06 1.13 1.19 1.23 1.27 1.29 1.32 1.34 1.35 6 f3 (radians) 0.33 0 .25 0.20 0 .16 0.13 0 .11 0.09 0 .08 0 .07 -(ft) 3.77 3.83 3.88 3.90 3.92 3.94 3.95 3.96 3.96 z M (ft4bs/ft) 4,944 3,674 2,830 2,244 1,822 1,508 1,269 1,082 933 R (lbs/ft) 2,214 1,696 1,332 1,070 877 731 618 529 458 Ps (psi) 535 476 414 358 309 268 234 205 181 Cl (radians) 0.94 1.02 1.08 1.13 1.17 1.21 1.24 1.26 1.29 8 f3 (radians) 0 .37 0 .29 0.24 0.19 0.16 0.14 0.12 0.10 0 .09 -z (ft) 4.84 4.97 5 .06 5.11 5.16 5.19 5.21 5.23 5.24 M (ft4bs/ft) 10,481 8,006 6,286 5,051 4,141 3,452 2,920 2,501 2,165 R (lbs/ft) 3,316 2,641 2,134 1,751 1,456 1,228 1,047 903 786 Ps (psi) 474 449 411 370 329 293 260 232 207 Cl (radians) 0 .83 0 .92 0 .99 1.04 1.09 1.13 1.17 1.19 1.2 2 10 f3 (radians) 0.38 0 .32 0.26 0 .22 0.19 0.16 0.14 0 .12 0 .10 -z (ft) 5.8 1 6.02 6.16 6 .26 6.34 6.39 6.44 6.47 6 .50 M (ft4bs/ft) 18 ,145 14,227 11,385 9,280 7,689 6,463 5,502 4,736 4,117 R (lbs/ft) 4 ,328 3,571 2,964 2,482 2,099 1,792 1,544 1,341 1,175 Ps (psi) 404 403 386 360 331 302 274 248 225 Cl (radians) 0.75 0 .83 0.90 0 .96 1.01 1.06 1.10 1.13 1.16 12 f3 (radians) 0.38 0 .33 0 .28 0 .24 0.20 0.18 0.15 0 .13 0 .12 -z (ft) 6.68 6.97 7 .18 7.34 7.46 7.55 7.6 1 7 .67 7 .71 M (ft4bs/ft) 27 ,703 22,237 18 ,121 14,980 12,550 10 .641 9,121 7,895 6,894 R (lbs/ft) 5,207 4,424 3,763 3,214 2,762 2,389 2,080 1,823 1,608 Ps (psi) 338 351 349 337 319 298 276 255 234 Cl (radians) 0.68 0.76 0.83 0.89 0.94 0.99 1.03 1.07 1.10 14 f3 (radians) 0 .38 0 .33 0.28 0.25 0.22 0.19 0.17 0 .15 0.13 -z . (ft) 7.46 7.85 8.13 8.35 8.51 8.64 8.74 8.82 8 .89 M (ft-lb s/ft) 38,880 31 ,856 26,395 22 ,116 18,729 16,021 13,831 12,043 10,568 R (lbs/ft) 5,948 5,178 4,499 3,913 3,414 2,990 2,631 2,327 2,068 Ps (psi) 280 301 310 308 300 286 271 254 237 Cl (radians) 0.62 0 .70 0.77 0 .83 0.88 0 .93 0.97 1.01 1.04 16 f3 (radians) 0.36 0 .32 0.28 0.25 0.22 0.20 0.18 0.16 0.14 -z (ft} 8.17 8.64 9.01 9.29 9.51 9.68 9.82 9.93 10 .03 M (ft-lbs/ft} 51,411 42,880 36,066 30,598 26 ,1 83 22,590 19,644 17,207 15,175 R (lbs/ft) 6,563 5,829 5,158 4,560 4,034 3,576 3,179 2,837 2,540 GUIDELINES FOR TEMPORARY SHORING, Published October 25 , 2004 30 46 1.50 0.02 1.33 31 46 89 1.44 0.04 2.66 244 182 128 1.37 0.06 3.97 813 400 160 1.30 0.08 5.26 1,892 689 186 1.24 0.09 6.52 3,610 1,037 204 1.18 0.11 7.75 6,068 1,427 215 1.13 0 .12 8.94 9,339 1,847 220 1.07 0.13 10 .10 13,468 2,284 A-3 CHART A continued 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 tie . 3 . Read Ps , M, Rand z from the table. 4. Use the procedure outlined in the sample problem to determine values at non-tabulated points. Ps = 2 q [P -sin p cos(2a )] 7f where q = 1778 psf Boussinesq surcharae pressure 1ve oa or 1= EBO I" d f H 0 lo L -roe of PIie 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 Ps (psf) 231 256 271 277 276 269 259 247 234 a (rad ian s) 0.57 0.64 0.71 0.77 0 .82 0.87 0.92 0.96 0.99 18 J3 (radians) 0 .35 0.31 0.28 0.25 0.23 0.20 0.18 0.16 0.15 -(ft ) 8.80 9.37 9.81 10 .16 10 .44 10 .67 10.85 11 .00 11 .12 z M (ft-lbs/ft) 65 ,062 55 ,110 46,976 40 ,313 34,834 30,304 26,536 23,384 20 ,728 R (lbs/ft) 7,072 6,386 5,739 5,145 4,609 4,132 3,710 3,338 3,012 Ps (psf) 191 217 236 246 250 249 244 237 227 a (radians) 0 .52 0.59 0 .66 0 .72 0.77 0.82 0.87 0 .91 0.94 20 J3 (ra dian s) 0.33 0.30 0.28 0.25 0.23 0 .2 1 0.19 0.17 0.15 -z (ft) 9.37 10.03 10 .56 10 .98 11 .32 11 .59 11.82 12.01 12 .16 M {ft~b s/ft) 79 ,641 68 ,368 58,973 51 ,137 44,586 39,09 3 34,465 30,548 27 ,216 R {l bs/ft) 7,493 6,859 6 ,245 5,668 5,135 4,651 4,214 3,822 3,474 Ps (psf) 159 184 204 217 225 228 227 223 217 a {radian s) 0.49 0 .55 0.62 0.67 0 .73 0.77 0.82 0.86 0.90 22 J3 {radian s) 0 .31 0 .29 0 .27 0.25 0.23 0.21 0.19 . 0.17 0.16 -{ft ) 9.89 10 .64 11 .24 11.73 12 .14 12.47 12 .74 12 .97 13.1 7 z M (ft-lbs/ft) 94 ,986 82,497 71,913 62,945 55 ,341 48 ,878 43,370 38,658 34 ,611 R (lbs/ft) 7,842 7,260 6,684 6,131 5,611 5,128 4,685 4,283 3,918 Ps (psf) 133 157 176 191 202 207 210 209 206 a {rad ian s) 0.45 0 .52 0 .58 0.63 0.68 0 .73 0.78 0.82 0.85 24 J3 {radians) 0 .30 0 .28 0.26 0.24 0.22 0 .20 0.19 0.17 0 .16 -z {ft) 10 .35 11 .19 11 .87 12 .44 12 .90 13 .29 13 .62 13.89 14.13 M (ft-lbs/ft) 110 ,969 97 ,366 85 ,670 75 ,625 66 ,997 59 ,577 5 3,1 83 47 ,661 42 ,875 R {lbs/ft) 8,132 7,600 7,064 6 ,540 6,037 5,564 5,122 4,715 4,342 Ps {psf) 112 134 153 168 180 188 192 194 193 a {radian s) 0.42 0 .48 0 .54 0 .60 0.65 0 .69 0.74 0.78 0 .82 26 J3 {radians ) 0.28 0 .27 0 .25 0 .23 0.22 0 .20 0.19 0.17 0.16 -z {ft) 10.78 11 .69 12 .45 13.09 13.62 14.07 14 .44 14.77 15 .04 M {ft~bs/ft) 127,485 112,863 100 ,135 89 ,071 79,460 71,105 63 ,836 57,499 51,963 R (lbs/ft) 8,376 7,890 7 ,393 6,899 6,418 5,959 5,524 5,118 4,741 Ps (psf) 94 114 132 148 160 169 175 179 180 a (rad ians ) 0.40 0.46 0.51 0.56 0.61 0.66 0.70 0 .74 0.78 28 J3 (radians) 0 .27 0 .26 0.24 0 .23 0.21 0.20 0.19 0 .17 0.16 -z (ft) 11 .17 12 .16 12 .99 13 .70 14.29 14.80 15 .23 15.60 15 .91 M (ft~bs/ft) 144,448 128,896 115,211 103,191 92 ,642 83 ,385 75,258 68 ,113 61,823 R {lbs/ft) 8,581 8,137 7,677 7,214 6,758 6,315 5,892 5,491 5,115 Ps (psf) 80 98 115 130 142 152 160 165 167 a {radians) 0.37 0.43 0.48 0 .53 0.58 0.63 0.67 0.71 0 .74 30 J3 {rad ians) 0.26 0.25 0.23 0 .22 0.21 0 .20 0.18 0.17 0 .16 -z (ft) 11 .52 12 .59 13.49 14.26 14 .92 15.48 15 .97 16.38 16 .75 M (ft~s/ft) 161 ,789 145,388 130 ,819 117,903 106,466 96,343 87,381 79,443 72,404 R (lbs/ft) 8,755 8,349 7,925 7,492 7,060 6,636 6 ,227 5,834 5,462 Ps (psf) 69 85 101 115 127 137 145 151 155 a {radians) 0.35 0.41 0.46 0 .51 0.55 0.60 0.64 0 .68 0.71 32 J3 {radians) 0 .25 0.24 0 .22 0 .21 0.20 0.19 0.18 0.17 0.16 -z (fl) 11 .85 12 .98 13.95 14.79 15 .51 16.13 16 .67 17.13 17.54 M (ft~bs/ft) 179,452 162,274 146,888 133,136 120,859 109,909 100,144 91,432 . 83,655 R (lbs/ft) 8,904 8,532 8,140 7,736 7,329 6 ,925 6 ,531 6,150 5,785 GU IDELINES FOR TEMPORARY SHORING, Published October 25, 2004 30 220 1.02 0.13 11.22 18,477 2,725 217 0.98 0.14 12.30 24,367 3,163 210 0.93 0.14 13.33 31 ,122 3,590 201 0 .89 0.15 14.32 38,716 4,001 191 0 .85 0 .15 15.28 47,113 4,393 180 0 .81 0.15 16.19 56 ,274 4,764 168 0.78 0.15 17 .06 66,153 5,112 157 0 .75 0.15 17.89 76,706 5,438 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 Tenn 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 Over4.00 AREMA Table 8-20-3. Unit Weights of Soils, and Coefficients ofEarth Pressure Coefficient of Active Earth Pressure, Coefficient of Passive Unit Weight of Moist Unit Weight of KA Earth Pressure, Kp Soil, y Submerged Soil, Y' Friction Angles Friction Type of (Note 1) (Note 1) For Angles Soil For For Soils (Note 2) Soils in (Note 2) Back:fill in Place Place Minimum Maximum Minimum Maximum ct> a ct> a (1) (2) (3) (4) (5) (6) (7) (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 <lu 1+-<lu 1----(Note 3) 1 +2.65w 1 +2.65w P+rz P+rz Note 1: In pounds per cubic foot Note 2: These angles, expressed in degrees, are cti, 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; Pis the effective unit pressure on the top surface of the stratum; 'Li is the unconfined compressive strength; w is the natural water content, 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 General criteria: a. Design loads to be based on the AREMA manual and Cooper E80 lo ading. b. Pressure due to embankment surcharges. c. ASTM designation and yield strength for each material. d. Ma x imum allowable bending stress for steel is 0.55Fy . e. Temporary overstress allowances are not acceptab le. f. Al I timber members shal I be Douglas Fir Grade 2 or better. g. Ins i tu soi I c I ass if i cat ion. h. Back f i I I soi I c I ass if i cation. i. Internal angle of friction and unit weight of soi I. j. Active and passive soi I coefficients. k. Backfi I I compacted to a minimum of 95% Proctor density per ASTM D-1557. I. Slopes without shor i ng shal I not be steeper than 2 horizontal to I vert i ca I. m. Dredge I i ne e I evat ion. n. Shoring deflection to be calculated and meet Rai I road requirements. Mi see I I aneous: a. Project name, I ocat ion, GPS coord i notes, track owner, Ra i I road I i ne segment, milepost and subdivision in the title block. b. Procedure out! ining the installation and removal of the temporary shoring system. c. General notes specifying material requirements, design data, detai Is, dimensions and cross-sections, sequence of construction etc. d. A description of tieback instal lotion including dri I ling, grouting, stressing information and testing procedures, anchor capacity, type of tendon, anchorage hardware, minimum unbonded I engths, mini mum anchor I engths, ang .l e of i nsta I I at ion, tieback locations and spacing. e. Al I detai Is for construction of drainage foci I ities associated with the shoring system shal I be clearly indicated. f. Detai Is and descriptions of al I shoring system members and connection deta i Is. g. Settlement and displacement calculations. h. Handrai I and protective fence detai Is along the excavations. i. Drawings must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work wi I I be performed. j. Cal I before you dig number. k. Construction clearances diagram as shown below. V/////// V / I/ Cl ,I v ..:lf TOP OF 1/N RAIL / V / 1,/ : • / V/ , '-./ I I I • .1 ! • 12. O' 't OF RAIL NO CONSTRUCTION ACTIVITIES OR OTHER OBSTRUCTIONS MAY BE PLACED WITHIN THESE LIMITS . •ADD 1.5 INCHES PER DEGREE OF TRACK CURVATURE TO THE HORIZONTAL CLEARANCE DISTANCE. MINIMUM CONSTRUCTION CLEARANCES ~D=ES'--"IG_N..::;.BY.;.c.: ____ _... NAME & LOGO OF ENGINEERING FIRM OR ( NORMAL TO RAILROAD l ~D:F"RAi:i"WtN~B'-"Y:'------1------.!.PR~O~JES:!:C:.!.T..!:O!!W!:!NE;!!,R _____ --I Not to sea I 8 SCALE: GENERAL CRITERIA AND MISCELLANEOUS ..,,O.,..RA_W_IN..,.G_N_O_: ----... ___ _..;;_ _ ___;._....;.;;.;;.;;......;;.;..,;;..;._ ____ ---1 SHEET: I of 3 RR M.P. SUBDIVISION DOT•: CITY COUNTY STATE DATE: PROJECT NAME & LOCATION GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-7 General plan view should show: a. Rai I road right-of-way and North arrow. b. Position of al I Rai I road tracks and identify each track as main I ine, siding, spur, etc. c. Spacing between al I existing tracks. d. Location of al I access roadways, drainage ditches and direction of flow. e. Footprint of proposed structure, proposed shoring system and any exis t ing s t ructur es if applicable. f. Proposed horizontal construction clearances. The minimum allowable is 12 feet measured at a right angle from center I ine of track. g. Location of existing and proposed uti I ities. h. Drawings must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work wi I I be performed. i. Rai I road and other "CALL BEFORE YOU DIG" numbers. j. Detailed view of shoring along with control I ing elevations and dimensions. DESIGN BY: DRAWN BY: NAME & LOGO OF ENGINEERING FIRM OR PROJECT OWNER i,.;;.S..;...CA....;;;L=E: ______ -1GENERAL PLAN VIEW DRAWING NO: 1----------------~ 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 rai I elevations for al I tracks. b. Offset from the face of shoring system to the center I ine of al I tracks at al I changes in horizontal alignment. c. Al I structural components, control ling elevations and dimensions of shoring system. d. Al I drainage ditches and control I ing dimensions. e, Al I s!opes 1 existing structures and other foci lities which may surcharge the shoring system. f. Location of al I existing and proposed uti I ities. g. Total depth of shoring system. DESIGN BY: NAME & LOGO OF ENGINEERING FIRM OR DRAWN BY: PROJECT OWNER SCALE: 1-,D...,,..R-AW-IN_G_N_O_: ------1TYPICAL SECTION & ELEVATION VIEW SHEET: 3 of 3 RR M.P. SUBDIVISION DOT-: CITY COUNTY STATE DATE: PROJECT NAME & LOCATION GUIDELINES FOR TEMPORARY SHORING Published October 25, 2004 A-9 14792939\V-13 EXHIBIT C -2 TO CONSTRUCTION COORDINATION AGREEMENT SOUTHWEST PARKWAY --UPRR CONSTRUCTION COORDINATION CONSTRAINTS, ALLOWANCES AND REQUIREMENTS FOR CONSTRUCTION OVER THE DAVIDSON YARD C-2-1 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 th e 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 NIT A 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 NTT A. This Exhibit will be provided by the NTT A 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 NTT A in the Yard as of the Effective Date, it does not preclude the eventual NIT A Contractor from suggesting alternatives or utilizing other means and methods that genera ll y 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. 1. 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 BYPASS 1, N BYPASS2 , SF BYPASS3 , S BYPASS4, or S BYPASS5. 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 SWP-UPRR-CCA-01-Narrative-2009-07-27 .doc 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 derail s 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 . 1. 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. 11. Relocation of fiber optic cables from UPRR property is UPRR responsibility and relocation of City of Fort Worth (CoFW) utilities is CoFW responsibility . 1. 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 BYPASS 1, N BYPASS2, SF BYPASS3, S BYPASS4 and S BYPASS5 (see Items la - le 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 NTT A 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/NTT A 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 . 1. 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 SWP-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 duri ng 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. 1. Coordination with UPRR required when crossing live tracks at any Access point or into or out of Work Zones. 11. 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. m. Contractor will provide traffic control (coordinated with and approved by UPRR) for UPRR access roads impacted by construction activities . b. NITA Access #1 (approximately 3500' feet west of Hulen Street along the south side of the Yard). 1. Access to the interior of the Yard via the existing road crossings at the existing Main Access Road (approximately 4000' west of Hulen Street). 11 . Main access point for Bent lines D and E. 111. Main access into the interior of the Yard for early construction. c. NITA Access #2 (approximately 500' west of Hulen Street off of Vickery Blvd). 1. Access to the north side of the Yard. 11 . Main access point for construction of Vickery wall. Page 4 of 8 SWP-UPRR-CCA-01-Narrative-2009-07-27 .doc 111. Main access point for Bent lines F and G. 1v . At Contractor 's option and expens e, UPRR will construct and remo ve at conclusion of Contractor's activities in the Yard, a 40-foot wide road crossing approximately 100 ' west of Hulen across N BYPASS! & 2 and SF BYPASS 3. v . Roads on north side of Yard only 10 feet wide. d . NTTA Access #3 (approximately 2000' east of Hul en Street off of Vickery Blvd). 1. Access to the north side of the Yard. 11 . Main access point' for construction of 2-tiered wall. 111. Main access point for Bent lines F and G . iv . UPRR Access Roads on north side of Yard are only 10 feet wide. e. NITA Access #4 (approximately 1000 ' west of Hulen Street off of SWP/SH1 21 ROW Parcel 58-PT3). 1. Access to the south side of the Yard . 11 . Labor access for construction of Bent lines south of the Hump Leads . 111. At Contractor's option and expense , UPRR will construct and remo ve at conclusion of Contractor's activities in the Yard, a 40-foot wide road crossing approximately 400 ' west of Hulen continuous acro ss 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 I & 2 and SF BYP ASS3 (UP station 13230+00) 1. Access to north side of the Yard . 11. Allowable for small to medium rubber tire construction vehicles and 'high-rail ' equipment. 111. 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 I & 2 and SF BYPASS3. 1. Access to north side of the Yard. 11. Allowable for small to medium rubber tire construction vehicles and 'high rail ' equipment. 111. Roads on north side of Yard only 10 feet wide . h . Rail loading yard (approximately 5 miles northeast of the Yard). 1. 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.) 1. MOPAC Bridge (approximately 6800' west of Hulen Street) and Main Access Road. 1. Contractor access is denied at MOP AC Bridge for large equipment and materials, but may be considered on a case-by-case basis . 11. Main Access Road available as identified in '4b', but otherwise available for limited use. 111. As coordinated with the Contractor, UPRR will construct various detours on the Main Access Road in areas of Bent lines D-E. Some NITA construction will require periodic shut-down. Page Sof 8 SWP-UPRR-CCA-01-Narrative-2009-07-27 .doc 1v. 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 1. 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. 11 . 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 1. 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). 1. Allowable access at all road crossings and track access roads. 11 . 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). 1. Allowable access at all road crossings and track access roads. 11 . UPRR approved track protection required when operating on inactive tracks. e. Track vehicles. 1. Allowable access at all road crossings and track access roads. 11. UPRR approved track protection required when operating on inactive tracks. f. 'High-rail' vehicles (modified for rail/track access). 1. Allowable access at all road crossings and track access roads. 11. Track protection not required when operating on inactive tracks. m. 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 . 1. Allowable on inactive tracks. 11. 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 111. Inactive tracks to be rendered inaccessible to rail-mounted traffic at east/west limits when occupied by Contractor 's rail-mounted equipment. h. Concrete trucks. 1. Preferred method utilizes concrete from the bridges above and pumped or bucketed to the Work Zone from above . 11 . Access to Yard permitted where compliant with Access and Work Zone requirements . 1. Existing Hulen Street Bridge. 1. One-half of the bridge may be used for equipment staging , provided adequate Traffic Control are in effect. 11. 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 1. 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 permissibl e on existing Hulen Street Bridge (with proper protection and traffic control), propo sed new spans of SWP/SH121 and Hulen Street Bridges, and rail cars . a. Material storage within Work Zones. 1. Inactive tracks within the Work Zone; track protection shall be required to ensure rails are not damaged and the track ballast is not contaminated. 11 . Rail access roads may be used within the Work Zone, but must be returned to original condition when no longer used. 111. Rail flatcars may be used within the Work Zone. 1v. 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. 1. 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. 1. One-half of the bridge may be used for material storage, provided adequate Traffic Control is in effect. 11. 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. 1. No restrictions . u. 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-Narrative-2009-07-27.doc 7. Demolition of existing Hulen Street Bridge. Foundations of existing structures will be remo v ed to a depth of 5 feet below th e fin al to p of rail of the lowest adjacent track or 2 feet below final ground surface where exi sting or planned operating track is not within 30 feet. a . General sequence of work is as follows: 1. Close a series of tracks in accordance with General Track/Yard Operational Requirements and Work Zones to establish the Work Zone. 11. Cut and remove deck in pieces, from overhead or within Work Zone. m. Cut and remo ve girders in pieces . 1v . 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. Page 8 of 8 SWP-UPRR-CCA-01-Narrative-2009-07-27 .doc SWP-UPRR Construct ion Phases 1 Bent Line D Construction ' ... ... Drill Shafts H6 ,N6 ,S8 Columns H6, N6, S8 Caps H6 ,N6 ,S8 Beams na Deck na Other na Predecessors ;_ ,,. "' ,. \ ' .. ,, ' none Tracks .. .: .,. . . ., , . ' ,. '\."'. Not constructed NBP1,NBP2,SBP4,SBP5 Inactive Temporary Hump Lead (but clear niohtly) 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 Storaoe : within Work Zone , can occupy Temporary Hump Lead but clear nightly Work Zone Delineation Conditional ;~--' ,. ... .,: '. ';. .. , .. ' ·:.'" ': :; ' 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 staoino Special Conditions · '{•' )if=--»-1")~--.~ i:, ?'" ;' ' .;,,_'\.\~./' ·-~.; •. .-r,,.,,, ?:> .. ·t:~ ;i, .,· . •" ... ' ~ .. _ .... UPRR construct Ret Wall west of Bent Line D once Work Zone cleared 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 SWP-UPRR Construction Phasing Narrative Page 1 of 18 Final Draft: 7/27/2009 SWP -UPRR Construction Phases 2 Bent Line E (exclude Hulen east column) Construction Drill Shafts H5(westonly),N5,S7 Columns H5 (west only), N5 , S7 Caps N5 ,S7 Beams na Deck na Other na Predecessors UPRR retaininq wall at Bent Line D to the west UPRR main access road detour (alonq retaininq wall and Bent Line D) Tracks ,:, .-.,., -·. <I '"1' ,~ ., < .,, ~ '!';.\~ "-' Not constructed NBP1,NBP2 ,SBP4,SBP5 Inact ive Temporarv Humo Lead (but clear niqhtly) Resources 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 Conaitional ,. ,, ,, "'i ,, Fencing safety awareness fence south semi oermanent fence north South limit 3' off of the northern shoulder to the adjacent temporary access road North limit 12' south of the Permanent Hump Lead centerline (1 O' absolute minimum) 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 ,;eii 1/:'ic'" '\ ')'r>/:''~ ::i;~;,:f, ,(, ~· ~i "'' ,,,.,,.}-}*:,{ ,:'"< ,~i, :y.:';:d', •. '\ I)• ,,;; ¥.\ .... t~' ' , t +lr,,!'1\' ' J.,; "~;.t!:i ;!ti ' 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 Wednesdavs 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 SWP-UPRR Construction Phasing Narrative Page 2 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 3 Bent Line F & G Construction ' . ' .. ·~c· ~" .,; 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 fo r 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 v ia NTT A 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 NTI A Access #2 , entry from south restricted Storage : within Work Zone Work Zone Del ineation 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 construct ion fence may be erected a minimum of 1 O' 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 staqinq Special . Conditions "' · " '/':r~": ·:' ·~ \,, ,,.,. . '1,f .,;,, ,;,r~ ,t~';f '16.>':.,, -.~ •, .: '·:'.:: ., Due to the close proximity with the SF BYPASS3 , permanent casing will be required for Bent N4 drilled shafts temporary bracing on existing Hulen Bent H4 shall be constr ucted 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 to allow for SF BYPASS3 operations during Bent Line F construction All crane picks must be coord inated w ith SF BYPASS3 SWP-UPRR Construct ion Phasing Narrative Page 3 of 18 Final Draft : 7/27/2009 SWP-UPRR Construction Phases 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 cross inqs west of Hulen (tracks Sbypass 4&5 , 301-302) P redecessors ' ' A, ,, -:, " . ;. '"' ' ,,, ,, UPRR Road crossinqs 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 Storaqe : within Work Zone Work Zone Delin·eation Absolute '_..,(,_:-.' .. , 1·. ' ' '' ., ci·''" ,' 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 staqinq Special · Conditioos;t:lf.,.., '~ ~ '' '._Z '~~~::;-••J.1'., , ('S"\ Y ' "\-<,;'.', a! ' ";;. ,,,,,-,;.;;~ , ~ ,, •,.r_i ,;" -',;S:,;s . ~:-::· ~ • .f, , 'c" .' ~- 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 , N?, S 10 Columns H8 ,N7 ,S10 Caps H8,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 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 chanqe from step 4) . .,, . ',, .'/ ' ,.· ,. ,; J,:c ,c';.·, .,· .. ,.,. ,,,. i ;cc .~, /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~ '"'> f,':»:"<s.', ··~'::,*, . ·'' • '. c •'· :1' ' ..• ' ,, !', The 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, includ ing girders for Span 8-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 5 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 6 Span A-B Construction ~ •. j tt, " , - Drill Shafts na Columns na Caps na Beams H8,N8 ,S10 Deck H8,N8 ,S10 Other Predecessors -. " .. . UPRR Road crossinqs 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 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 Del ineation Absolute (no change from step 4) . '"" .... . ,.- 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 ,,,~·~:, '-,;., .·-.,. ·: ' :;_ : ~-:'!'! ' ,}-,,~ ->: . , .• ,.:· . ... .rt' -!~ ·--·~:,,;;-;2;{'.'s';Jf'.;\'~~ _\ '°,?(il'Y,f',;?,i~;'..,y_,.., .:.:,.,t;'i?s'.'~~i,·.;-" Rail cars for construction may be stored on Tracks 301 and 302 materials , including girders for Span B-C and Span C-0 , 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 H7 , N7 , S9 Columns H7 , N7 , S9 Caps H7 ,N7 ,S9 Beams na Deck na Other UPRR Road crossings west of Hulen (tracks 303-306) Predecessors " . ' ) UPRR Road crossinqs west of Hulen (SBP5 to 302 & 303 to 306) Tracks ' ;[;,i , .. ', Not const r ucted Inactive 305,306 ,307,308 Resources e ~ .: . ' Labor Access : NTTA Access #1 or #4 , entry from North restricted , UPRR Main A c cess Rd restricted the south limit of the yard in the vicinity of Hulen Street using road cross ings 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 , ra i l car , or from e xisting Hulen rail fla t cars and qondolas rail cars preferred Equ ipment 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 Storage: within Work Zone Work lone Delineation ' Absolutec-blit limited access due to active 'tracks north 'and south ,, ... i' '· -~· ' ; ' < 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 di rection and one half of the bridge can be used for construction staging Specia LCond it ions -l,Ji~· J{~', ·:-~J.,,:",r;(J·,.,,;: -.,~ :;.-0, "' ,, '·~h ii, ,. .. i • ~c ,:~"'-~f< ' idii ', ., } .. , ·;::}: ;\it~'';{ -} ·.~ .. ,. -~~ Access to and from the Work Zone will be limited. Contractor will need to coordinate with UPRR in advance to ensure efficient construction activities 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 SWP-UPRR Construction Phasing Narrative Page 7 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 8 Span B-C Construction Drill Shafts na Columns na Caps na Beams H7,N7,S9 Deck H7,N7,S9 Other Predecessors .. ' ., < X: ' ...... ·-, y. UPRR Road cross ings west of Hulen (SBP5 to 302 & 303 to 306) Tracks --·· '• . . ,,, . .. .r. ,,;, .. Not constructed Inactive 303,304,305,306 Resources .• ' a: ., , 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 hiQh 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 Qondolas 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 StoraQe : within Work Zone, rail cars, existinQ Hulen, or SWP previous spans \Nork Zone Delineatibn " Absolute--but limited access due to.:active'tra'cks 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 staQinQ Special Conditions 111, ~ ~ -' ~::~ ,i. •' • 'i '· .-~ .. "I'·~,;;;\\¥ ';J.'".!.,i ..... " ·'s1/ll ;' ·-:: ... ~i\,..: ";.}.;,.~'"· ' :~t.,}i " ,; t,.,~ 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 SWP-UPRR Construction Phasing Narrative Page 8 of 18 Fina l 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 ,. .~ ' ,·.;· w. ! ;,·oi ' .. ~ Not constructed 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 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 usaqe 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 qondolas rail cars preferred Equipment Access : NTTA Access #1 or #4, entry from North restricted , Rail accessible on inactive tracks south access point. rail car, or from existing Hulen UPRR Main Access Rd lim ited usage Storage: within Work Zone , rail cars, existinq Hulen , or SWP previous spans Work Zone Delineation Absolut~-but limited access due ·to. active tracks south and l:JPRR 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 staging Special Conditions ,/. = .;;,, .. :n. J_i ~,:-J .,;, ~ .. ·.·'"'"~, \.:;;~"': ,,'!1:it~· ,.;;U1"~ .~'i:,r~;t;" ·;t:,,~ r .... -l}}r,,_ l'l':.,t~ ·Jli-<-/ :,,<~":. : :1~:, . "' .::;;:;-~.t ';.;;. " . ; ,,-. 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 SWP-UPRR Construction Phasing Narrative Page 9 of 18 Final Draft : 7/27/2009 SWP-UPRR Construction Phases 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 ' f'.. SWP spans from Bent line G to the North Tracks ·:; ,, fl ,?•.·· '\i' . '•, .. ,,,. . , ~.., . ' :':' "'," -~ ):'.. ~ ..'\'f, " ..• , ;;; ' ' . ' Not constructed Inactive NBP1 . NBP2 Resources ,, • 'y ,• ,, ,, -c' A i ' .,., ' ~ Labor Access : along north limit of yard via NTT A Access #2 or #3, entry from south restricted access from proposed UPRR driveway west of Hulen 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 qondolas rail cars preferred Equipment Access : along north limit of yard via NTT A 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 Bypass work area for this step via hi-rail. In addition , work trains can be rented within the yard Storaqe: within Work Zone , rail cars. existing Hulen , or SWP previous spans Work Zone Delineation · Absolute :· .-~,, • 4 ,~ '<~~ C '?f,' , ,' t: . ·c,;;1~ /~,'_ / ' .-,,/j'·-· 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 Special ,Conditions . · ,5,/1' .; .{i ,t~;'i,":'.'.;; .._.,1,;c'';,.~t;; ' . .... "',;. ,~"'f.i:'Jii,$.;c( ~· ; : "·,,;,,lfk/<1.\:'; "'1-,,,i ', ' ' !,i";.; ·"1tit ,, 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 miles northeast of Yard and then moved into the Yard via rail. All crane picks must be coordinated with SF BYPASS SWP-UPRR Construction Phasing Narrative Page 10 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Pha ses 11 Span E-F (partial) Construction Drill Shafts na Columns na Caps na Beams N4, S6 (storaqe on rail cars , existinq Hulen , or SWP previous spans) Deck N4 , S6 (partial, due to ex istinq Hulen columns) Other Predecessors Permanent Hump Lead inactive T emporarv 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 NTT A Access #2 or #3 , entry from south restricted access from proposed UPRR driveway west of Hulen UPRR Main Access Rd limited usaqe Material Storage : Work Zone , Existing Hulen , inactive rails , or previously constructed SWP bridges south access po int , rail car , or from existing Hulen rail flat cars and gondolas rail cars preferred Equipment Access : along north limit of yard via NTT A Access #2 or #3 , entry from south restricted access from proposed UPRR driveway west of Hulen UPRR road crossing across NBP1 , NBP2 , SFBP3 Storaqe : within Work Zone , rail cars , existinq Hu len , or SWP ,prev ious 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 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 staqino Sp_ecial Cooditions !; ~ _;.•,. <' -~·-;, ' I " • ,s • ., ·-t-. ,-./~. /~ :~: , .. ~-~; I~~..-' .,.,-, ' ,, ,. . ' Contractor must close work area a minimum of 15 minutes every 2 hours during construction for rail traffic on LO 101-104 and LO 105-108 Not required , but if possible , maintain nightly rail traffic on the Permanent Hump Lead hi -rail equ ipment (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 everv 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 24n to restore Main Hump Lead availability at niqht as soon as possible . SWP-UPRR Construction Phasing Narrative Page 11 of 18 Final Draft: 7/27 /20 09 SWP-UPRR Construction Phases 12 Bent Line E (Hulen east column) Construction ' , Drill Shafts H5 {east only) Columns H5 {east only) Caps H5 Beams na Deck na Other na Predecessors : .. • Permanent Hump Lead active Temporarv Hump Lead inactive {demolished) Tracks ,·. Not constructed Inactive Temporary Hump Lead Resources . ' Labor Access : NITA 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 : NTT A Access #1, UPRR Main Access Road. entry from North restricted Storage : within Work Zone, existing Hulen , or SWP previous spans Work Zone Delineation Conditional ,, N -., '"·,:;; .J .. Fencing semi-permanent south semi-permanent north South limit 3' off 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 staging Special ,Conditions : "' ... ,, "' ·~r..~:., .' •" '; ... "' , ~ . f' c ~ .-,--:~ 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 w ithin 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 SWP-UPRR Construction Phasing Narrative Page 12 of 18 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 , , ,., .. .-, .... xt· ·'.,·,'.'':; ' 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 A ccess Road--limited closures fo·r lifting operations Storaqe : within Work Zone , existinq 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 staqinq Soecial Conditions . 'f.,.J',"' ·~ ... ~, '· "~~ ,:''.';,·, ~ ;~1,t, 't! ~-. -~,t;,. _;., I" 'i;t '.\· \' ', ( .... .... ~ ~ . :"i{\t\ ' ~'. . -~,. '··· . , ,.. - 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. SWP-UPRR Construction Phasing Narrative Page 13 of 18 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) Tra'cks .,, ..•. ,,, .+Y , . '•:'.'. '1,_, .. , ,, ·,. ' Not constructed Inactive SFBP3 Resources ' .... a Labor Access : limited ground access Material Storage : restricted ground storage unless on rail, Existing Hulen limited storage space on the ground, use previous ly constructed spans Equipment Access : restricted ground operations StoraQe : within Work Zone, existinQ 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 staQinQ Special Conditions "1l: '15!;~,;.,' ;,-: .... '" • ,J,':~; ' ·~ ~,·;;-.~,,-...,, ·~·:·· .. ~:;r·;.·, '' ,' 'it ·' . ""''!<I: :-, 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 LO 101-104 and LO 105-108 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 act ivities 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 . SWP-UPRR Construction Phasing Narrative Page 14 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 15 Demo Hulen B-F Construction Drill Shafts na Columns na Caps na Beams na Deck na Other Demo existinq Hulen from B-F (Ex Hulen bent #5 to #9), deck, caps, and columns Predecessors Permanent Hump Lead active Temporary Hump Lead inactive (demolished) Tracks ,_,, C ·~.;\' I' \ .<• ·,. Not constructed Inactive various , as dictated bv 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 Storaqe : use constructed spans for staqinq or hi-rail vehcles 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 SpeciaLConditiohs 4, .. , ;;., ... \!., "' . ~.; ' >.-: ,.,,:;,,,., ·gy '!.of·• • , '"' ;~· "~;r; ~fi)~ ' ~)t ... ,. 'l'l'""· :~~1~1:ttif!i;,~ '. ";..,;,;., ',:' ;. .,i 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 #S (B-D): close tracks 305-308 1/4 span at Existinq Hulen #7 to the south: close tracks 307-310 span from Existing Hulen f/6 to #7 : track coordination Permanent Hump Lead & LD 105-108 span from Existing Hulen #5 to #6 : close SF BYPASS3, coordinate LD 101-104 1 /4 span at Existing Hulen #S to the north : close tracks 303-304 span from Existing Hulen #S to #9 : close 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 ,, ,'.; ,:r,, > - Drill Shafts na Columns na Caps na Beams N5, S7 Deck N5 ,S7 Other na Predecessors 'c' :(, 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: NTT A 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 ; ,- % ,•',.'-""' '!~i~~· .~. ,, . ' 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'1 ,, ; .. (~:~<"\·' I, ,, t_,, -.''' ,:'l ,; '>·t , · ,--.f,_y'l;,,. ')i,.,.:,',::1 t'f'!ii:}'f;rt, •'• '•,,, ,, .. 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; 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 SWP-UPRR Construction Phasing Narrative Page 16 of 18 Final Draft: 7/27/2009 SWP-UPRR Construction Phases 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 ... ,,. ' ,J: Not constructed Inactive Resources _, .. ' . Labor Access : NTTA Access #1, UPRR Main Access Road, entry from North restricted ground access not anticipated Material Storage : elevated Equipment Access :ground access not anticapated , but permitted in accordance with Conditional Work Zone requirements StoraQe : elevated or in coordinated areas within Work Zone Work Zone Delineation Conditio'na li : -. ,.·· • '. -'c . .., . ,, Fencing safety awareness fence south safety awareness fence north South limit na North limit na Existing Hulen traffic moved to proposed Hulen Special Conditions ' ;f•r, "' ?' ,,,· • ,'.l " ;!,,,1y,.: µ;\i";";.;);;'{:,{ ·.ym:"':'+·"''"' -i'/ 'lf !4 ,, ~· , ;:\'. :~;\ !~· ..i, ·/",/ ':ti~ 4!. .. ~~ ;. ·;;:1l.l~;~ Coordinate construction with Permanent Hump Lead , LO 105-108, LO 101-104, SF BYPASS3 Concrete Deck pouring only For additional conditions see previous Span E-F (Hulen Span H4) 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 SWP-UPRR Construction Phasing Narrative Page 17 of 18 Final Draft : 7/27/2009 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 .. .,. ' . ''. ';-" .: ·os • > ; Permanent Hump Lead active Temporary Hump Lead inactive (demolished) UPRR road crossinq NBP1 & NBP2 west of Hulen 'Tracks . > ' \(. ·.;' '_c .., ' ' .. \'i:, ,, , -' --. -, Not constructed Inactive NBP1 , NBP2, SFBP3 (when required) Resources '> ; .. +i,J\ ' ·•, ,: ~··:;< ,, '--· ''/.,;c{>,., '." .2 .. s . ,, ~;:(,, , . .!'. ;i ;: . ;< ·<"iry ·-'; 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 Storaqe : use constructed spans for staginq, hi-rail vehcles or coordinated areas in Work Zone Work Zone·Delineation Absolute A-D, ConditionaLD-E . ,, .,,. . ·.+ l •; )',!;~f'i'ff >;. ')<·.·· .. ,, .. ,(, ' i,,i, <,"·,,-,'(/i?~ , . 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 So~cial '.Coi,ditions}:. ,,.1· ;.~:r-,,:.1,:;ti't;,i./f ,,;)\:-c~¥.il;f;.c;},i'~""~''""''•>?tf1i'"}'•'. ti:'-C\.;',;1\ "',;"', "' .·,-;;;.a:;1.;;;,c . ·•• ;,'c/;:.J;l', /\; .• ; :) ,:+, ;'t'F lt<:tf)t:1: " .,,,_, -- 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 SWP-UPRR Construction Phasing Narrative Page 18 of 18 Final Draft: 7/27/2009 sent Line O ~ 1,.. .............................................................. , •s I.'! 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C CD --, CD .._.... :::, EXHIBIT D 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 , 20 , by and between UNION PACIFIC RAILROAD COMP ANY , 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 Party") 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. 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 14792939\V-13 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 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 .co m 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 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 B. All msurance 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. 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. D-3 14792939\V-13 IN WITNESS WHEREOF, the parties hereto have dul y executed this Agreement in duplicate as of the date first herein written. 14792939\V-13 UNION PACIFIC RAILROAD COMPANY, a Delaware corporation By : ________________ _ Title: ________________ _ (Name of Contractor) By:. _________________ _ Title : ________________ _ D-4 14792939\V-13 EXHIBIT A TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT (Description of Work Area -To Be Provided] D-A-1 Section 1. EXHIBIT B TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT NOTICE OF COMMENCEMENT OF WORK FLAGGING. A. Subject to the exceptions provided for in the Southwest Parkway --UPRR Construction Coordination Constraints , Allowances and Requirements for Construction Over th e UPRR Davidson Yard (the "Special Davidson Requirements "), a copy of which has bee n 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 pe rson or equipment will be within twenty-five (25) feet of any track on which trains may be acti ve , 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 protective or safety measures (consistent with Railroad 's agreements with the Contracting Part y, 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 protecti ve or safety measures are performed by Railroad , Contractor agrees that Contractor is not thereb y 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 14792939\V-IJ 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. Section 3. INTENTIONALLY OMITTED NO INTERFERENCE WITH OPERA TIO NS 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 NIT A. 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). D-B-2 14792939\Y-IJ 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 oflien 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 immedi ate 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 l-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 prov1s1ons 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 (l) 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 NTI A 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 14792939\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 inconsisfencies 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 om1ss1on 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 appl y 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 thi s Section 8 for claims or actions brought by Contractor's own employees . Contractor waives an y immunity it may have under worker 's compensation or industrial insurance acts to indemni fy 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 m ay 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 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 pro vide the insurance coverages set forth below. Contractor shall be respons ible 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 thei r 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) fo r the job site. D-B-6 14792939\V-13 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 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. B. Commercial General Liability 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 0 l 12 04 ( or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE ST A TED ON THE CERTIFICATE OF INSURANCE: D "Contractual Liability Railroads" ISO form CG 24 17 l O O 1 ( or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. D "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. Business Automobile Coverage 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 any auto (including owned, hired, and non-owned autos). The policy must contain the following endorsements, WHICH MUST BE STA TED ON THE CERTIFICATE OF INSURANCE: D ''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. D Motor Carrier Act Endorsement -Hazardous materials clean up (MCS-90) if required by law. C. Workers' Compensation and Employers' Liability insurance. Coverage must include but not be limited to: D-C-1 14792939\V-13 D Contractor 's statutory liability und er th e workers ' compensation la ws of the state where the work is being performed . D Employers ' Liability (Part B) with limit s of at least $500,000 each accident , $500,000 disease policy limit $500,000 each employ ee . The policy must contain the following endorsement, which must be stated on the certificate of insurance : D Alternate Employer endorsement ISO form WC 00 03 01 A ( or a substitute form providing equivalent coverage) showing Railroad in the schedule as th e 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 . 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 BfNDER STATfNG THE POLICY IS fN PLACE MUST BE SUBMITTED TO RAILROAD BEFORE THE WORK MAY BE COMMENCED AND UNTIL THE ORIGfNAL 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 Liability 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 m minimum amounts of $1,000,000 per loss , and an annual aggregate of $2 ,000,000. D-C-2 14792939\V-13 Other Requirements G. All policy(ies) required above (except worker's compensation and employers liability) must include Railroad as "Additional Insured" using ISO Additional In sured Endorsements CG 20 26 , and CA 20 48 (or substitute forms providing equi valent 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 pro v ide 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 Agreem en t. H. I. J. K. L. 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 respe ct 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. 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. 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 ST A TED ON THE CERTIFICATE OF INSURANCE). 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. 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 . 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. D-C-3 147929)9\V-13 147929)9\V-13 EXHIBIT D TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT [follows] D-D-1 14 80 2924\V-3 EXHIBITD TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Minimum Safety Requirements for Project Partners Contractors SH 121 PROJECT I DAVIDSON YARD FORT WORTH, TEXAS 1 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. *************************************************************************************************** 2 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 Emplo yees of the Contractor as well as all Employees of an y subcontractor th at are engag ed in any activities within the Da vidson Yard . The Contractor shall ha ve a Safety Representative on-site at all times, responsible for and to oversee all requireme nts 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 tho se 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 st 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 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 Repre sentative 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 . 4 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. A void 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 • Contract employees ("Contractees") will then submit a photo of themselve s 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 NTT A 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: 6 14802924\V-3 • OSHA's Fall Protection re gulations 29 CFR 1926 , Subpart M when working on elevated stru c ture s . The Contractor shall conduct its work and where necessary ha ve standard and case specific work pro cedure s in accordance with the above regulations . The procedures shall be re view ed 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 th e se 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 14802924\V-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 partie s' 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 proc edures 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 tra ck 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 Rep resentative 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. l latest revision . Eye protection that 8 14802924\V-3 meets the ANSI standard for occupational eye and face protection , Z87 .l 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 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: o I 00 feet of a locomotive/Refrigeration Car or roadway/work equipment o 15 feet of power operated tools o 150 feet of jet blowers or pile drivers o 150 feet of retarders in use (when within IO 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 I 07;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. 9 14802924\V-3 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 li ve 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 use d to mark th e 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 gi ve n by anyone. • No handbrakes are released on rolling equipment unless authorized by Railroad Representati ve . • 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 l O l-104 and LD l 05-108 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 governed by FRA Roadway Worker Protection regulations, referenced in 49CFR2 l 4, Subpart C, which requires some form of On-Track Safety prior to fouling any track. 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 close ly 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 l 00 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 emplo yees are within a work zone and separated from such live track by a semi-p ermanent 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. LockouUTagout 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: 14802924\V-3 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 2. Place 1 orange cone in the center of the track at least 15 feet from each end of your equipment. 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: 14802924\V-3 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 l 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. 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 6. Remo ve the cones, tags , and locks. 7 . When the last lock is removed , remove the scissors lock . C. Genera l Tagout Procedures. Follow these steps to tagout equipment: 14802924\V-3 I. 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 mo ve ment. 3. Lower all hydraulic components to the gro und or secure them with their locking devices . 4 . Mechanically secure all equipment components in a safe condition. Note : Components must be mechanicall y locked or blocked to prevent any movement of the equipment or component, whi c h cou ld endanger workers in the area . 5. Shut down th e 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 pl ant s, small compressors, etc . If the ignition key does not remove all electrical control sources , or if th e 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 ha ve 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 energi zed 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 8.0 Railroad's Responsibility for Protecting Absolute Work Zones As provided in the Construction Coordination Agreement, the Railro ad fl agger sha ll render all tracks within an Absolute Work Zone inaccessible to rail-mounted traffic at or beyond the point of connection with li ve track, so as to avoid inadvertent access into the Absolute Work Zone by the Railroad 's trains , engines , cars or other mo veable equipment. A s 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 Representati ve shall communicate and coordinate to define all safe distances and space needed by the Contractor to perform its duties safely. 14 14802924\V-3 EXHIBIT E-1 TO CONSTRUCTION COORDINATION AGREEMENT Approved Crossing Project 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 2B 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 , RWUPOl , and RWUP02. UPRR Comments SWP SE01 __________ SH 121 Southwest Parkway (Section 1) QC/QA COMPLIANCE: Reviewer UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR Scott Huffman Project Manager Review Discipline & Comment Page No. No. 3 UP-01 375 UP-02 377 UP-03 377 UP-04 511 UP-05 5 11 UP-06 518 UP-07 518 UP-08 518 UP-09 UPRR Review Comments Comments 1. Provide final cross sections . 1. Call out locations for right of way fence , RFD-002 . 1. Call out locations for right of way fence , RFD-002 , and dou ble leaf gate at UPRR Access. 2 . Show proposed right of way line at correct location . 1. Show proposed concrete-lined ditch on railroad side of wall in plan and section as previously agreed . Concrete ditch construction is NTTA responsibi lity. 2. Show proposed right of way line and dimension to control point in section . 1. Show proposed ditch on railroad side of wall in plan and section . 2 . Show proposed right of way line and dimension to control point in section . 3 . Plan and section call for MSE wall at W 121 _8 . MSE wall will not be allowed to support railroad tracks. Correct plan and section. SWP-SE01-UPRR_comment-form_2009-08-26_Response-rev .xls 1 of 4 Interim Submittal • UPRR Updates (5/4/09) Date : August 26 , 2009 ----------- Reviewer Name: UP RR ----------- Office : Jacobs • Fort Worth -----------Phone : (817) 735-2858 Emai l : scott.yates@jacobs .com Resolution Meeting Response Action taken 9/21/09 RTG will continue to coord inate Agree with Hanson/Wilson on the Resolved earthwork effort Modify drawing to show new Agree ROW/Coexistence line and Resolved fencing . Modify drawing to show new Agree ROW/Coexistence line , Resolved fencina .and double aate . Mod ify drawing to show new Agree ROW/Coexistence line , Resolved fencina .and double aate . Agree Will show in plan view Resol ve d Will add call-out to the layouts. However, the line has always Resolved been referred to as a 'Proposed ROW' wil l Agree "coexistence line" (this is the be used call-out that will be used) not a Note to all : "Proposed ROW" line . Will , 'co existence li ne ' is no also , show on the retaining wall lo nger to be used section A-A. Agree Will revise for next submittal. Resolved Will revise for next submittal Agree per res pon se to comment UP-Resolved 06 . Will revise to Retaining Wall Agree (Spread Footing)(Special) for Re solved next submittal. SWP SE01100% In terim Review (UPRR Updates) 9/23/2 00 9 UPRR Comments SWP SE01 Review Discipline & Resolution Meeting Reviewer Comment Comments Response Action taken Page No. No. 9/21/09 4. The location of the cleanout is shown on the south side of the retaining Will verify and revise for UPRR 518 UP-10 wall, on the section A-A view it is shown on th e north side of the retaining Agree Resol ved wall . Which one would be correct? consistency for next submittal. 1. Correct wa ll description on plan . Not an MSE wall. Will revise to Retaining Wall UPRR 519 UP-11 Agree (Spread Footing)(Special) fo r Re solved ne xt 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. retainina 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 06 . 2 . The location of the cleanout is shown on the south s ide 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 ra ilroad side of wall in Agree Will revise for next submittal. Resolved lolan 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 concre te 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 cleanouts with a 2' mow strip that is flat across . Is there a reason for the necessary for next submittal. chanae in desian? 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 Wa ll UPRR UP-1 9 Disagree Layout sheets for existing Resolved ground line . Th is is not shown 548 on detail sheets . UPRR UP-2 0 3. Show proposed right of way line and d imension 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-2 1 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 exi sti ng ground varies , UPRR 548C UP-2 2 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 re ta in ing wa ll layout Resolved UPRR 548C UP -23 proposed right of way line and dimension to control point. Disagree sheets fo r th is information . will be shown on drainage sheets SWP-SE01-UPRR_ comment-form _2009-08-26 _Response-rev .xis 2 of 4 SWP SE0 1 100% Interim Review (UPRR Updates) 9/23/2 009 UPRR Comments SWP SE01 Review Dlsclpllne & Resolution Meeting Reviewer Comment Comments Response Action taken Page No. No. 9/21/09 1. Sheet in submittal is not the latest. The current sheet was reviewed The sheets have been instead. UPRR 548F UP-24 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 . The existing ground varies , UPRR 548F UP-25 Disagree hence refer to cross section Resolved and layout sheets 3. Show proposed ditch on railroad side of wall. Refer to retaining wall layout Resolved UPRR 548F UP-26 Disagree sheets . Not shown on deta il will be shown on sheets . drainaQ e sheets 4 . Verify limits, if any, of Class A backfill on short wall section . Walls 11 and 8 do not require CL A backfill. They were UPRR 548F UP-27 Ag ree designed using the RR Reso lved specification for fill with the parameters noted in STL 's letter. 5 . Show proposed right of way line and dimension to control point. This information will be shown Resolved UPRR 548F UP-28 Disagree on the retaining wall layout will add to sheet sheets. 6 . Plans call for MSE wall at W121_8 . MSE wall will not be allowed to The latest set of details for wall UPRR 548F UP-29 support railroad tracks . Correct plan . Agree 8 do not show a MSE wall. Resolved 1. UP plan and cross sections show a ditch along retain ing wall, not a flume . A concrete-lined ditch was agreed to at previous workshops . NTTA We will determine if flume will UPRR 654 UP-30 would construct the concrete-lined ditch. Determine if flume or ditch is Agree . work. Resolved needed for drainage. Confirm a flume will drain with t he top of wall elevation beinQ fixed . UPRR 663 UP-31 1. Verify Wl21-81 grate elevation matches proposed ditch next to wall. Agree Will update wall inlet elevations Resolved with flume profile UPRR 664 UP-32 1. Verify Wl22-R1 grate elevation matches proposed ditch next to wall. Agree Will update wall inlet elevations Resolved with flume profile UPRR 664 UP-33 2. Verify Wl22-R2 grate elevation matches proposed ditch next to wall. Agree Will update wall in let e levations Resolved with flume orofile 1. Verify Dl22-E6 matches underdrain tie-in detail provided to UP in March . Resolved UPRR 665 UP-34 Yes it matches . None. UPRR to verify with final plans 2 . Underdrains will be installed at NTTA expense per March details . Agree that anything that can be Resolved provided by the Section 2C per FA 5th Amdnt contractor will be installed at UPRR 665 UP-35 NTTA's expense however None, this may require some Sects more coordination . NTTA assume cost items insta lled by the UPRR over and above UPRR contractor should be there Bid documents expense . UPRR 669 UP-36 1. Verify structure Gl25-C1 should be Dl25-C1 as ca lled out on Sheet 657 . Agree Callout updated Resolved SWP-SE0 1-UPRR_ comment-form _2009-08-26 _Response-rev.xis 3 of 4 SWP SE01 100% In terim Rev iew (UPRR Updates) 9/23/2009 UPRR Comments SWP SE01 Review Olscipllne & Resolution Meeting Reviewer Comment Comments Response Action taken Page No. No. 9/21/09 2 . Verify D125-C1 matches tie-in detail provided to UP in March . Resolved UPRR 669 UP-37 Yes it matches . None. UPRR to verify with final lans 3 . Underdrains will be installed at NTIA expense per March details . Agree that anything that can be Resolved provided by the Section 2C per FA 5th Amdnt contractor will be installed at UPRR 669 UP-38 NTIA's expense however None , this may require some Sect8 more coordination . NTIA assume cost items installed by the UPRR over and above UPRR contractor should be there Bid documents ex ense . 1. Correct minimum proposed clearance to that shown on jointly-stamped The set sent did not have the UPRR 790 UP-39 drawing , 22.539'. Agree latest, we will change the Resolved clearance 2. Show proposed top of rail that is shown on stamped drawing . I thought we had made the UPRR 790 UP-40 Agree change and you did not have Resolved the latest. We will veri UPRR Rtwl UP-41 1. Provide specifications for proposed drainage board called out in the Agree We will add information to Resolved construction lansforwalls 121-3 , 121-8and 121-11 . details. 2. Provide sealed design calculations showing that the proposed dra inage boards will dissipate the pore water pressure beh ind the retaining walls and UPRR Rtwl UP-42 that the lateral soil pressures will achieve the drained conditions stated in Disagree the geotechnical reports for walls 121-3, 121-8 and 121-11. This is a manufactured item . We can rovide a cut sheet. 3. Construction plans for walls 121 -8 and 121-11 do not call out Class A Walls 11 and 8 do not require backfill in the typical sections . Please verify that this backfill is not required . CL A backfill . They were designed us ing the RR UPRR Rtwl UP-43 Agree specification for fill with the Resolved parameters noted in STL's letter. This is because the RR contractor would be doing the fill . 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 bo rrow material UPRR Rtwl UP-44 specifications allow lean clay to be used . Please provide deta ils on how the Agree Add filter fabric . Resolved 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 We will provide design as soon UPRR Rtwl UP-45 check our tieins with our under drains at the top of the retaining walls . Agree as it is available . Resolved SWP-SE01 -UPRR_comment-form_2009-08-26_Response-rev .xls 4 of 4 SWP SE01 100% In terim Review (UPRR Updates) 9/23/2009 UPRR Comments SWP SE02 __________ SH 121 Southwest Parkway (Section 2) QC/QA COMPLIANCE: Reviewer UPRR UPRR UPRR UPRR UPRR UPRR Review Comments Project Manager Review Page No. 155 172 907A 907A 907B Dlsclpllne & Comment Comments No. UP-01 1. The location of the water line , vault, and meter has not been agreed on and might be different once UPRR reviews propose location. 1. The slope of 2.00% that ties into the prop UPRR track panels should be 2.30% which would reduce the slope in the varies section to an acceptable range for UPRR. We sent our vertical design back on February 10, 2009 UP-02 which showed our current design . As far as the horizontal layout the width of our driveway is only 40' wide , and that design was sent to Jacobs back on April 2, 2009. 1. Underdrains providing surface water collection between University and Rogers are a change from the design provided in March prior to UP bidding the railroad project. Provisions for underdrains are not currently in UP-03 railroad plans. Per Michael Bauer , wall drainage is included in cost of NTTA retaining walls. UP will consider having its contractor install the underdrains at NTTA's expense if a satisfactory reimbursement arrangement is worked out. Material quantities are needed . UP-04 2 . Provide detail of underdrain cleanout. 1. Underdrains providing surface water collection between Rogers and UP-05 Rosedale are a change from the design provided in March . See also Sheet 907A, Comment 1. SWP-SE02-UPRR_comment-form_2009-0S-26_Responses-rev.xl s 1 of 2 Interim Submittal • UPRR Updates (3/24/09) Date : August 26, 2009 Reviewer Name: UPRR Office : Jacobs -Fort Worth Phone : (817) 735-2858 Email : scott.yates@jacobs.com Response Action taken agree, KHA not designing this requires further coordination WL Please verify -original direction was that only 6" of fall was allowed w/in 30' of CL track. requires further coordination Design can be revised if 2.30% is acceptable QT's and description of design provided via email on none 2/25/2009 underdrain cleanout can be to UPRR preference and/or match cleanouts used on other underdrains proposed in UPRR none plans -see attached NTTA standard which references TxDOT standard spec item 471 that could also be used current design was shown on plan s submitted 3/24/09 none Resolution Meeting 9/21/09 Resolved SWP to modify design to match UPRR Driveway limit included in SWP plans Resolved per FA 5th Amdnt Sects NTTA assume cost over and above UPRR Bid documents Resolved SWP SE02 100% Interi m Revi ew (UPRR Updates) 9/23/2009 UPRR Comments SWP SE02 Reviewer UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR UPRR Review Paga No. 907C 9070 9070 9070 9070 9070 910A g10A 1349 1365 Rtwl Dlsclpllna & Comment Comments No. UP-06 UP-07 UP-08 UP-09 UP-10 UP-11 UP-12 UP-13 UP-14 UP-15 UP-16 1. Identify location of underdrain outlet. 1. Filter material aggregate against the NTI A retaining walls is a change from the design agreed at the February 17 workshop. Only UPRR borrow material was intended to be placed against the wall. Provisions for filter material are not currently in railroad plans. Per Michael Bauer, wall drainage is included in cost of NTIA retaining walls . UP will consider having its contractor place the filter material at NTIA's expen se if a satisfactory reimbursement arrangement is worked out. 2. Construction of relatively thin drainage blanket next to wall may be difficult. Provide brief summary on intended method of construction for rev iew . 3 . Specify the type of filter material aggregate . TXOOT offers four types . 4 . Construction plans for walls do not call out any filter fabric between the filter material ground line and the UPRR provided fill . UPRR borrow material specifications allow lean clay to be used . Please review if provisions are needed to prevent the fine materials from the lean clay from migrating into the filter material. 5. Provide sea led design calculations showing that the 2 foot thick layer of concrete coarse aggregate Grade 2 or 3 will dissipate the pore water pressure behind the retaining walls and that the lateral soil pressures will achieve the drained conditions stated in the geotechnical reports for wal ls RWUP01 and RWUP02 . 1. Show the proposed Coexistence Line (right of way line) on each typica l section . 2 . Provide dimension from Wall Layout Line to Coexistence Line on eac h ltvnical section. 1. Show proposed railroad embankment on cross sections to confirm wall he ight and location are coordinated . Applies to 391+00 to 398+00 . 1. Verify proposed railroad grading is accurately represented on cross sections bv dashed line . App lies to 413+00 to 460+00. 1. Provide sealed design calculations showing that the 2 foot thick layer of concrete coarse aggregate Grade 2 or 3 will dissipate the pore wa ter pressure behind the reta ining walls and that the lateral soil pressures wi ll ach ieve the drained cond itions sta ted in the geotechnical repo rts for wall s RWUP01 and RWUP02 . SWP-SE02-UPRR_comment-form_2009-08-26_Responses-rev .xls 2 of 2 Response shown on sheet 9076 - retainino wal RWUP02 discuss at comment resolution meeting none this is a standard TxOOT application and practice (reference TxOOT standard RW 2) -embankment and filter none material can be worked up together in lifts any of the four are acceptable none agree , part of TxOOT standard Action taken spec, but callout required for will add filter fabric call out UPRR contractor use d isagree -th is is a TxDOT standard application and practice -reference Tx DOT standard drawings RW 2 agree agree disagree -cross sections depict what NTIA contractor is constructing . Wa ll heights/locations have been coordinated with Dave Olson agree disagree -this is a Tx DOT standard appli cation and practice -reference Tx DOT standard d ra wings RW 2 none will add ROW line will add dimension none will verify none Resolution Meeting 9/21/09 Resolved Resolved per FA 5th Amdnt Sect8 NTIA assume cost over and above UPRR Bid documents Resolved Resolved Resolved per FA 5th Amdnt Sect 8 NTIA assume cost over and above UPRR Bid documents Resolved Resol ved Resolved SWP will add UP RR surfaces to XS Resolved 1,~t1~t~~ t1 SW~ to coord inate ' with Geotech 1f!t " .... ~. SWP SE02 100 % Interim Rev iew (UP RR Updates) 9/23/200 9 QC/QA COMPLIANCE: Reviewer UPRR-Wilson UPRR-Wilson UPRR-Wilson UPRR-Wilson UP RR-Wilson UPRR-Wilson UP RR-Wilson UPRR-Wilson UPRR-Wilson UP RR-Wilson UP RR-Wilson UP RR-Wilson UPRR-Wilson UPRR-Wilson Project Manager Review Page No. 6 32-44 58 73 73 73 80 80 181 188 188 188 188 195 Discipline & Comment No. UP001 UP002 UP003 UP004 UP005 UP006 UP007 UP008 UP009 UP010 UP011 UP012 UP013 UP014 UPRR Comments SWP SE02B Southwest Parkway B & A -Section 28 Comments 1. Final plans of retaining walls will be reviewed when submitted . 1. Replace construction coordination requirements with latest draft date July 27, 2009 . 100% PS&E Submittal (Interim) (June 29, 2009) Email : sc6tt.yate~@iacobs :com Response Action taken no response needed Agree Will comply . . . Agree . The iinework for the 1. The temporary railroad yard access road w,11 be spit! by the temporary t RR d hump lead at this stage . One lane will be on south side of temporary hump I e:p~ra~ ~cce~s Y:;; was over Will comply lead. Update the work zone to be 3' south of the south edge of pavement. 00 e an con use wd, permanen 1. Note 8 -Clarify to read "Temporary deck protection between N4 and S6 iscomplete". 2. Note 9 -For clarity add sentence "Remove temporary hump lead". 3. Label Permanent Hump Lead . 1. Show proposed UP grading . 2. Provide temporary bracing of Bent 9 . 1. Show location of Retaining Wall SD . 1. You are showing a MOW strip in front of the retaining wall also under drain cleanouts, these will get built by the NTT A contractor. On the Cross Section sheets from sheet 867 to sheet 872 you are showing that the finished surface were you will have your MOW strip and under drain cleanouts as being done by UPRR contractor, UPRR contractor will not be doing th is work. 2. Show location of proposed right of way line in sections . 3. Show dimension from proposed right of way line to control point in sections . 4 . Construct fence on right of way line in plan view. 1. Section F-F that shows the MOW strip th at will be done by the NTT A contractor. access roa . Agree Agree Agree Agree Temporary bracing details were not prepared for Bent 9. At a previous coordination meeting between Will comply Will comply Will comply Will comply UPRR, Jacobs and Bridgefarmer, it None was decided that UP could grade around the area for their needs and bracign would not be needed . Agree Will comply The bottom limit of excavation showr in cross sections will be moved to Cross secton and earth work the bottom of the 6:1 slope at the will be revised ROW line Agree Agree Discussion are on-going between Jacobs and UPRR, regarding proposed fence locations Agree Will comply Will comply None Resolution Meeting 9/21/09 Resolved Resolved Resolved Resolved Resolved Resolved Resolved Resolved UPRR to provide tern~ grading to exi st column , to rema in in place until bridge demo Resolved Resolved Resolved Resolved •·," Resolved SWP-SE02B-UPRR-comment-form_2009-09-01_Response-Rev .xls 1 of 3 SWP-SE02b 100% Interim Rev iew (UPRR Updates) 9/23/2009 UPRR Comments SWP SE02B Reviewer UPRR-Wilson UPRR-Wilson - UPRR-Wilson UP RR-Wilson UPRR-Wilson UPRR-Wilson UPRR-Wilson UPRR-Wilson UPRR-Wilson UP RR-Wilson UP RR-Wilson UP RR-Wilson UP RR-Wilson UPRR-Wilson Review Page No. 195 195 195 197 198 198 198 198 200 200 200 203 203 203 UPRR-Wils on 206 (198) UPRR-Wilson 207 (198) UPRR-Wil son 208 (198) UPRR-Wilson 209 (198) Dlsclpllne & Comment No. UP015 UP016 UP017 UP018 UP019 UP020 UP021 UP022 UP023 UP024 UP025 UP026 UP027 UP028 UP029 UP030 UP03 1 UP032 Comments 2 . Show location of proposed right of way line in sections. 3 . Show dimension from proposed right of way line to lower control point in section. 4 . Show offset dimension between upper and lower wall con tro l points . 1. MOW strip is shown on the north side of retaining wall SC ; this w ill be done by NTI A contractor. Also the MOW strip is not shown on the cross section sheets from sheet 918 to sheet 922 . 1. MOW strip is shown on the north side of retaining wall SC ; this will be done by NTIA contractor. Also the MOW strip is not shown on the cross section sheets from sheet 918 to sheet 922 . 2 . Show location of proposed right of way line in section. 3 . Show dimension from proposed right of way line to control point in section . 4 . Show existing UP fence and proposed NTIA fence tie-in on plan . 1. Fill in narrow gap between SH 121 and Hulen crashwalls with retaining wall . Sections on Sheets 330 and 577 indicate some embankment will need to be retained . 2. Having a MOW strip adjacent to wall SD and sloping toward 310 Yard Track will cause water to go toward our track ; we probably noed a swale or v-ditch in this area . We need to coordinate further. 1. Show location of propo sed right of way line in section and plan. 2 . Show dimension from proposed right of way line to control point in section and plan. · 3 . Construct fence on right of way line . 1. Provide detai led cross sectio n similar to other walls in plan set. 2 . Show locati on of proposed right of way line in section and plan . 3. Show dimension from proposed right of way line to control point in section and plan . 4. Show re loca ti on plan for private 2" gas service line to Davidso n Yard . SWP-SE02B-U PRR-comment-form_2009-09-01_Response-Rev .xls 2 of 3 Response Agree Agree Agree Agreed that NTT A will pay for mow strips. Mow strip is not shown on any cross sections . Refer to typical sections and plan sheets for mow strios Agreed that NTIAwill pay for mow strips . Mow strip is not shown on any cross sections. Refer to typical sections and plan sheets for mow strio locations . Agree Agree Discussion are on -g oing between Jacobs and UPRR, regarding proposed fence locations See action taken Agre e Agree Agree Discussion are on-going between Jacobs and UPRR, regarding proposed fence locations Agree Agree Agree Agree Action taken Will comply Will comply Will comply None None Will comply Will comply We will verify whether embankment is retaining and provide a wall if necessary Mow strips will be removed . A Resolution Meeting 9/21/09 Resolved Resolved Resolved Resolved Resolved Resolved Resolved Resolved SWP crash wall will a but each othe r Resolved v-ditch will be added as shown Resolved on UPRR cross sections. Will comply Will comply NTIA ROW Fencing on the north side along Vickery from west of Hu le n (at wall VA) to east of Hulen (tie into SWP Section 2 detention pond fence) Will comply Will comply Will comply Resolved Resolved l!llfi . f:~~,, SWP/UPRR to reviev{ fencing exhibit "~+i . 1-,. , Resolved Resolved Resolved De sig n/Coordination on -going Unresolved with Atmos Ongoing coordination SWP-SE02b 100% Interim Review (UPRR Updates ) 9/23/20 09 UPRR Comments SWP SE02 B Rev iewe r Rev iew Discipline & Comments Response Resolution Meeti ng Page No. Comment No. Act ion take n 9/21/09 NITA ROW Feociog oo •• Ill~ north si de along Vicke ry from UPRR-W ilso n 210 (1 98) UP033 5. Construct fence on right of way fence line . Agree west of Hulen (at wall V A} to east of Hulen (tie into SWP fencf 5 Section 2 detention po nd .... • ': ! ~ fence) ,., .• ,: 1. Drainage comm e nts, inclu ding provisions fo r certifying design fiows, will Uri~ UPRR-W ilson 220 UP0 34 be sent out se pa ra tely . no res ponse needed Oral .. ~ fortticomlno~,: · UPRR-W ilso n 330 UP035 1. Verify vertica l cle arance ove r existing Hump Lead . Cl ea rance is shown Vertical Cleara nce is 23 .0' S heet 141 will be co rrecte d Reso lve d at 23 .6' o n Sheet 141 . UPRR-W ilson 330 UP036 2 . Labe l top of rai l e levation fo r existin g Hump Lead . Agree Will comply Resol ved 3 . Verify vertical cleara nce over temporary Hump Lead. Cleara nce is UP RR-Wilson 330 UP037 shown at 24.2 ' o n Sheet 141 . Show minimu m clea ran ce to low chord and Vertical Clearance is 23 . 7' Sheet 141 will be corrected Resolved I oie r cap as te moorarv humo lead w ill oass unde r ca o. UP RR-W ilson 330 UP038 4 . Track 31 0 is incorrectly shown to be re moved . Agree W ill be corre cted Resolved UP RR-Wilson 456 UP039 1. Note 5-Add if und ergrou nd utili ties re qui re re locati on , notify the UPRR Agree Note wil l be revised Resolved Pro iect Reoresentative ori or to relocatio n. UP RR-W il son 457 UP040 1. Labe l top of rail e levatio n for existi ng Hump Lead . Agree Will comply Resolved 1. Wh at is the vertica l cl ea rance to t he Pro p Te mp Hum p Lea d Track? UP RR-W ilson 458 UP041 Clea rance is shown at 2 7. 7' on Sheet 141 . Clearly show clearance Vertical Cl earance is 26 .6' Sheet 141 will be corrected Resolved dimensi o n refere ncin q top of rail. 1. Finished grading ca ll s o ut for sl op es greate r t han 3: 1 i n th e cross Resolved sectio ns afte r t he initi al 1: 1 slopes in rock. T his does not match the design Bridgefarme r will review the W ill coordinate as needed with SWP will provi de UP RR-Wilso n 401-415 UP042 slope s fo r this area fro m the UP RR design . W e have design to have a cut differe nce in the 1 :1 slo pe limits and W il son & Co . regarding cro ss UPRR with additio nal sl ope of 1:1 in rock sectio n and 3:1 in soil section . A lso de pth of 1:1 slope identify the rock laye r per recent slopes at ditches . Will make boring data wh ich section i n the cross sect ions seems to be low compared to w hat the bore hole data . revisions as needed . further defines th e top geotech re port results were for the UPRR design. of rock elevat ion Re solved 1. The d epth of 1 :1 slope se ction in the cross sections seems to be low Bridgefarmer w ill rev iew the W ill coord inate as needed with SWP will provid e UPR R-W ilson 4 16-42 0 UP043 co mpared to what the geotech report res ul ts were for the UPRR de si gn . di ffere nce in the 1 :1 slope lim its and Wilson & Co . regard ing cro ss UPRR with add itional Ca n you provide geotech results and recomme ndatio ns fro m th _e NTT A identify the rock laye r per rece nt slopes at d itches . Will make bo ring data wh ich des ign so th at we can verify with our resu lts . bore hole da ta . revisions a s needed . further defines the top of ro ck elevation 1. Fro m S heet 194 t he plan view for the retai ni ng wall SB , it seems t hat thE UP RR-Wilso n 876 UP044 retai nin g wa ll starts before Sta 465+00 and the Cross Sectio n at Sta Ag ree Will show retai ning walls in Resol ved 465+00 does not show the retain ing wall S B or T B. cross se ctions at Sta 465+00 UP RR-W ilson 947 UP045 1. W hat is the pu rpose of thi s sheet and title? Sheet 94 7 is the final sheet of the Resol ve d Hulen Ram o A cross sections SWP-SE02B-UPRR-comm ent-form_2009-09-01 _Respons e-Rev.xls 3 of 3 SWP-SE02 b 100% Interim Review (UPRR Upda tes) 9/23/20 09 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 14792939\V-13 EXHIBIT F-1 TO CONSTRUCTION COORDINATION AGREEMENT TEMPORARY CONSTRUCTION ACCESS AND ST AGING AREAS (TXDOT OR CITY TO RAILROAD) Parcels UPRR TE #1 and UPRR TE #3-10 F-1-1 SH 12l(SWP) UPRR TEMPORARY ACCESS & EASEMENT (FROM TxD0')1 SHEETIOF3 Sep 21, 2009 --ii = SH 12l(SWP) UPRR TEMPORARY ACCESS & BASEMENT (FROM TxDOT) SHEET20F3 Sheet.No. Sep 21, 2009 SH 121 (SWP) UPRR TEMPORARY ACCESS & EASEMENT (FROM TxDOT) SHEET30F3 ' ,oo =E T =tSCM.E4: FUT SbcctNo. Sep 21, 2009 i ti) •jl; .g N .... § ~i~g ~j~) "" I 14792939\V-13 EXHIBIT F-2 TO CONSTRUCTION COORDINATION AGREEMENT TEMPORARY CONSTRUCTION ACCESS AND STAGING AREAS (TXDOT AND CITY TO NTT A) F-2-1 0 100 ' S00 GRAPHIC SCALE4i FUT SHJ21 (SWP) NTIA TEMPORARY ACCESS & STAGING EXHIBIT (FROM TxOOT) SHEETIOF 2 July 15, 2009 Sheet No. ' ' ' I·,. I ' ' ., ' ' ' ' ' ' ' 100 zoo 300 ORAPtn c SCALE '" FEET I SH 121 (SWP) NTf A TEMPORARY ACCESS & STAGING EXlilBIT (FROMTxIX,n SHEET20F2 Jul y 15, 2009 '1 / f ·r 15 er -IC SCALE, FEET / / SH 121 (SWP) NTfA TEMPORARY ACCESS & STAGING EXlilBIT (FROMCoFW) SHEET! OF2 NZBl' Sheet No. July 15, 2009 I ;- \ I I \ \ , · ' ', : ' ', \ ', ', l \_i_..J_ . .l.. ,L \ J __ \_ . .l...-.. . ~ ("'I ---- ~--"---~-- f 100 •gg 300 GRAPHIC SCALE IN FEET ;/ I \~ ' ~ I ,.,._ .. -..... \ SH 121 (SWP) NTI'A TBMPORARY ACCESS & STAGING EXHIBIT (FROMCoFW) SHEET20P2 July 15, 2009 Sheet No. 1479293 9\V-13 EXHIBIT F-3 TO CONSTRUCTION COORDINATION AGREEMENT TEMPORARY CONSTRUCTION ACCESS AND ST AGING AREAS (RAILROAD TO NTTA) F-3-1 SH 121 (SWP) & EASEMENT RARY ACCESS N'ITATEMPO SHEET I OF5 May 05, 2009 SH 121 (SWP) N'ITA TBMPORARY ACCESS & BASEMENT Q SH8ET20F5 N%Bf I. .. IN -1 ~ Lr:::- SWIIKKAUllfffl Sheet.No. May 05 , 2009 600Z ·~o AllW I iJH.llffl>tlMt .1 NI IOI ... "ON-S ~ ~ e Yl.£N ,d 0El3!1HS w ssa:x>v AllVl!OdWH.L VJ.LN J.N3}',13SV3 (d,\\S) IZI HS -·--·--.--------~-~-~ "ONJQQlqS 600Z ·~o AllW 1-. , Wl•llffl>llffl9 ... ... J#.1111 e > dO I> .I.33HS .LNIDW:SV<i '1f/ SS'iOOV AliV110dYUI.L VJ.LN (dA\S) lZI HS 600Z ·so Al?W e 1479293 9\V-13 EXHIBITG TO CONSTRUCTION COORDINATION AGREEMENT CONSTRUCTION SCHEDULE [follows] G-1 f ! • NT1800 SWP2c Vickory & T'NO TI;r·w~WVi ck~ry Ramp NT1000 ·5i.,,ip.26SE02 W~iF~ R~;~ to Rosedale --·-m-;400 SW P 2CSE01 Roslldal• Connectors to FP Walls NT 1205 SWP "2C'"el"rlY"Y~~··wo~ Bent Line F&G (Demo Ramp, Bracing) NT1200 CFW1005 CFYiicioo swp··2c SE01 " R"~adaie "Connectors Over UPAR N Byµass COFW M-156 SanSwt E of Hulen (MP249 .52) ........... ............................ . COFW Waterline W of Hulen uProoo·· ···--. UP Trinity Abutment Walla . NT1500 SWP 2C Early Yard Won< Bent line 0 __ cFW1, oo j coiw kii~.; e,1;;·s.:~s;.; PJl-i . •. ~::: .............. ~: ~~1-:~(=~~:g. -~ ~4E!~~~=· . NT1700 ~SWP 2C Early Y>Jd Wo<1< Bent Line E ·Panial" (not including 1 • _ 30 r 23:s.p-09· ·J 22-0ct-09 _ ~ u·PRR -"· 333 :23-0ct<l9····120-~ep,10 /PRR 179 23-0ct-09• , 19-Apr-10 ; UPRR -· 106 ,23-N~-09·-.. 108-Mar~10 -T~PRA · 176 '. 14-08C-09• , 07.J~n· 10 t UPAA 36s· 02.Ja"n ~o-;· ·~01~a~:,·; .~UPA R - 90 (01-Feb-to· 01 -May-10 1 UPRA 34e ~o1 -Feb-10··· 14.Jan-11 OOFW 113 ,...01-Feb=i ~ .1 23-Ju~lO .J. -· -30 ,03 -Mar-1 0· ,01 -Apr-1 0 30ifo2 -Ap;.10 ---r 2ii.:i;;;.;i 70 102-Apr-10 10-Jun-10 10(02-Apr.10 16-.Tui :,o: 303 02-Apr-10" 90 103-Apr-tO· • 01.Jul-10 1,-9[20.Apr-10;· ·t ,s:Aug-10 --coFW-· 'NTTA -'-NTTA NTIA NTTA NTIA NTTA ,COFW I . _?7~J 30-Apr-t_o:_ 30-Nov-10 COFW 240 /02-May-10 T27.Q~:10 UPAR a~1.02~Ma.y-.1 ~ ..... r ~-J~.(:.~.o. t NIT A 64 / 14-M ay-10 16.Jul-1 0 : COFW "6?§-M;;~ f29:Yu1~0 -:u~~- . 240 1"01.Ju~-10 .. f 26.Jan-11 · UPRA 61 1 11.Jun-1 0 · i tO -Aug-10 ,.;NITA ·N• 153 [11.Jul-iO i·,6.()~~i O 1NTTA : .. ·· ·1soi30-J~~,?--i~oec:-;o .. }.JP~Fr._ .. _ I 565 (15-Aug-10• 101-Mar-12 NITA sss l 1s-Aug -1 0· :01-Mar-12 ·NTTA 124 j 29-Aug-10 '30 -0ec-10 ,,...NrfA- Hulen) CFW1105 COFW. M-134 SanSwr/ W of Hulen UP2800 --•· 221 \o.5ep.10· i 18.Apr-11 ·• COFW 242 ]30-0ct~1o ?S~~~n-~1 -UPRA SWP 2C seo1 Trinity to Rosedale Connectors wari's 'iJp2300 'UP""Ci~~d~· ~d'r"~'So~·syp~Se Mainlines · UP2400 •· ·· UP Grade and Track from Rosedale to Trinity .. ·ui>iioo · . l uPFi>io i=wwiiii-wan ........ . ---uP2100·~·--· ····~rade and Track work Wesi°of Hulen to MP 249 .52 UP2900 . . ... I UPR_R Track ~'1<303 · 306 .. ·. UP1900 , UP Grade and Track Trinity to Summit -· UP2600 ·· .. U .... 1.uP.~~erc:~~-·-~·············· --··--" -~~ -_:J ~;-~·:::::~~z~:.;~; 115 !08 -Nov-tO• 102-Mar-11 :NITA ·· ,S3 t 21 -~·-1o• .128-May-11 UPRR , -120To2:jan .11 ·--:o,:-May.11 1 UPAA l25 i .27.Jan-11 ,31 -May-11 ·uPRA 12() t 3().Jafl.11 r 29-May.:-, ,' l.i PAR S4 '2il-iiay-i'1'-20~i1 ;;;i.;, uPRR 1so 'o1.Jun-11 '2a-0ct-11 75729·-0:t:;, ··1,~in-12 UPRA UPRR 1s f 12.Jan-12 ·26-Mar-12 UPRA O '. 26-Mar-12 UPRR 367 i 27-Mar-12 28 -Mar-13 NTTA -Remaining Level ol Effort c:=::::r Remaining Work • • MHestone -Actual Work -Critical Remaining Work ......, Summary 1- I .. L ..................... .t ....... . i ··········r ························ I i i ·-············· ··~·-·· ..... . .. -·--····------··--------- ••••••••••.••••.•••• ·•lo ·······•································· ·············••···•···•·· <-c::;:i:==+=14J ·····+··········· Page 1 011 Print Date: 16-Sep-09 Data Date: I 5-Sep-09 (" ' . . ' CITY COUNCIL AGENDA DATE: CODE: 9/22/2009 C COUNCIL ACTION: Approved on 9/22/2009 REFERENCE NO.: TYPE: **C-23781 CONSENT LOG NAME: PUBLIC HEARING: Official site of th e City of Fort Worth, Texas fORT\VORTH ~ 02SWP AMENDS UPRR FORMAL AGREEMENT NO 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 Ra ilroad 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 Cap ital 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) (C ity, 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 requ ired 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 C ity 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 Facilit ies 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 author ization is requested for the waiver of administrative fees associated with the CFA. The waiver does not include the materials test ing and inspection fees , only the $500 .00 staff adm inistration fee . Water and Sanita Sewer Easements Construct ion of the project requ ires the Water Department's relocation , at City cost and expense , of large water and san itary sewer lines . Typically , UPRR only grants licenses for util ity 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 . Trinity 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 pr ior 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 City Manager's Office by: Originating Department Head: Additional Information Contact: ATTACHMENTS PROPERTY MAPS.ruif 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)