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Resolution 2024-07 RESOLUTION NO. 2024-07(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE TO EXECUTE THE HIGHWAY CROSSING OVERPASS CONSTRUCTION AGREEMENT BETWEEN THE KANSAS CITY SOUTHERN RAILWAY COMPANY, COLLIN COUNTY, AND THE CITY OF WYLIE, TEXAS CONCERNING THE CONSTRUCTION OF THE BRIDGE RAILROAD MAINLINE CROSSING OF THE PARK BOULEVARD EXTENSION PROJECT. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE,TEXAS: SECTION 1: The City Manager of the City of Wylie, Texas, is hereby authorized to execute, on behalf of the City Council of the City of Wylie, the Highway Crossing Overpass Construction Agreement between The Kansas City Southern Railway Company, Collin County, and the City of Wylie, Texas concerning the construction of the bridge railroad mainline crossing of the Park Boulevard Extension project. See Exhibit"A" -Highway Crossing Overpass Construction Agreement. SECTION 2: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February, 2024. atthew Porter, Mayor ATTEST TO: �.J7CloV Vo�nnJ1.�.Ce�d�l�+l�. i Stephanie Storm, City Secretary Resolution No. 2024-07(R)—Highway Construction Overpass Agreement Pagel of 2 EXHIBIT"A" Highway Crossing Overpass Construction Agreement Resolution No. 2024-07(R)—Highway Construction Overpass Agreement Page 2 of 2 Collin County Agency Project No. DOT—To be Decided, RRMP T199.50, KCS Station 4102+24 Park Boulevard Extension - Road Overpass Wylie, TX Greenville Subdivision HIGHWAY CROSSING OVERPASS CONSTRUCTION AGREEMENT This AGREEMENT made and entered into on the dates hereinafter shown as being fully executed, by and between Collin County hereinafter called the "County" and the City of Wylie "City" together hereinafter called as the "Licensees" and The Kansas City Southern Railway Company, a Missouri corporation, hereinafter called the "Railroad", acting by and through its official contracting executives (County, City and Railroad each being sometimes referred to herein as a "Party" or two or more together as "Parties"). W I T N E S S E T H WHEREAS, the County proposes to construct a new four lane divided Park Boulevard Extension over the Railroad's mainline, yard lead, switching and R&D tracks, said extension hereinafter identified as the "Bridge", at milepost T199.50 railroad mainline track station 4102+24; and, WHEREAS, there exists Spring Creek Parkway, a public roadway for access to the United States National Guard Armory facility, which roadway includes an at-grade crossing of the Railroad's mainline and yard lead tracks at DOT crossing 022-364L, Railroad Milepost T199.50 (Greenville Subdivision) and Railroad Station 4155+01, hereinafter referred to as "At-Grade Crossing", in the City of Wylie, Collin County, Texas; and, WHEREAS, the Project intends to keep the At-Grade Crossing in its existing condition after the completion of the work described herein and provide continuous access for use, inspection and maintenance of the existing At-Grade Crossing during the entire duration and after the completion of the work described herein; and, WHEREAS, all work related to the construction of the Bridge including drainage, erosion control, road construction, traffic maintenance, safety, and all other miscellaneous work related to the work described herein is hereinafter referred to as the "Project"; and, WHEREAS, the final set of plans of the Project, approved by the Parties, shall be marked Exhibit A, attached hereto and made a part hereof; and, WHEREAS, the County and the Railroad under separate agreements have entered into a quitclaim easement for roadway purposes where the Railroad will allow the County to place permanent infrastructure within the easement area and for the City to inspect, maintain and perform repairs to these permanent facilities, denominated as Roadway Easement No. 1 (42-1 RE) as shown in fuchsia color on Exhibit B; and, Construction and Maintenance Agreement Page 1 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 WHEREAS, the County and the Railroad under a separate agreement have entered into an quitclaim easement for aerial roadway purposes where the Railroad will allow the County to place permanent infrastructure within the easement area and for the City to inspect, maintain and perform repairs to these permanent facilities, which aerial easement is denominated as Roadway Easement No. 2 (42-2 RE)as shown in fuchsia color on Exhibit B (and which easement, together with Roadway Easement No. 1 (42-1 RE) described in the immediately preceding paragraph, are hereinafter together called "Easement Area"); and WHEREAS, the County, under a separate agreement, will grant the Railroad a license to connect an access driveway from Railroad's property east of the Roadway Easement No. 2 (42- 2 RE) underneath the aerial Park Boulevard Extension to existing Spring Creek Parkway, which will remain in place, said connection approximately as shown with the blue dashed line on Exhibit B; and WHEREAS, the Railroad by separate agreement, is granting the County temporary construction easements in areas adjacent to Roadway Easement No. 1 (42-1 RE), Roadway Easement No. 2 (42-2 RE) and the Licensed Areas, said temporary construction easements denominated as Temp. Construction Easement No. 1 (42-1 TCE), Temp. Construction Easement No. 2 (42-2 TCE) and Temp. Construction Easement No. 3 (42-3 TCE) (said temporary construction easements hereinafter together called the "TCEs"), as shown in light blue on Exhibit B; and WHEREAS, the Railroad by executing this Agreement issues the Licensees an aerial license for the area for the portion of the Bridge crossing railroad track and right-of-way, hereinafter called the "Licensed Area", as show in Exhibit B as Roadway Crossing Agreement No. 1 (42-1 RCE) and Roadway Crossing Agreement No. 2 (42-2 RCE), allowing the County to construct and the City to inspect and maintain the Bridge and all associated infrastructure constructed as part of this Project within the aerial Licensed Area, subject to the terms of this Agreement; and, WHEREAS, on December 12, 2019 , the County and the Railroad have entered into an Agreement for Preliminary Engineering Services ("PE Agreement"), authorizing reimbursement to the Railroad for actual costs that are activities and to develop this Agreement, as attached hereto and made a part hereof as Exhibit C; and, WHEREAS, the approved Railroad force account cost estimate that includes the amounts from the PE Agreement, construction inspections of the Project, construction support services, and other activities performed by the Railroad to complete the Project is marked as Exhibit D, attached hereto and made a part hereof; and, WHEREAS, the contractor hired by the County to construct the Project ("Contractor")will require a right of entry permit from the Railroad to perform the work inside the Railroad's right-of- way, both in the areas encompassed by the License Agreement and the areas within the right-of- way covered by the TCEs and shall execute the Railroad's Contractor Right-of-Entry Agreement a sample of which is marked as Exhibit E, attached hereto and made a part hereof; and, Construction and Maintenance Agreement Page 2 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 WHEREAS, the RAILROAD is willing to cooperate with the County in the accomplishment of the Project in the interest of public improvement and the safety and protection of the traveling public; and, WHEREAS, the County will prepare the designs, plans and specifications for construction of the proposed Project at its own cost; and, WHEREAS, all work to be performed and all materials to be provided shall be at the County's expense unless specifically identified herein; and, WHEREAS, all infrastructure constructed by the County as part of this Project will be owned solely by one of the Licensees and at its sole cost, the City will inspect, maintain and perform repairs of this infrastructure after the completion and acceptance of the Project by the Parties. AGREEMENT NOW THEREFORE, in consideration of the premises and of mutual covenants and agreements of the Parties hereto, to be by them respectively kept and performed as hereinafter set forth, it is agreed as follows: Article 1. Agreement Period Upon execution by all Parties, this Agreement will be in effect and continue thereafter for so long as the Railroad property shall be used by the Licensees for the purposes set forth herein; provided, however, if the Licensees shall abandon the use of the Railroad's property, or any part thereof, for such purposes, this Agreement and the license and permission and the rights and privileges granted hereby as to the portion or portions so abandoned shall expire and terminate at the time each such portion shall be so abandoned; whereupon the Railroad shall have the same complete title to the Railroad property so abandoned as though these presents had never been executed and the right to enter thereon and exclude therefrom the Licensees, their successors, and assigns. Article 2. Easement, License & Permission a. Under separate agreements, the County and the Railroad have entered into the Easement, where the Railroad will allow the County to place permanent infrastructure within the Easement Area and for the City to inspect, maintain and perform repairs to these permanent facilities, as described in Exhibit B. Each Easement includes the terms of this Agreement, including but not limited to all of the terms of this Article 2, Easement, License & Permission, and Article 4, Plans, Estimates, Construction, and Maintenance. b. The Railroad under this Agreement hereby grants to the Licensees license and permission for the construction, maintenance, and use of the aforesaid Bridge across and over the Railroad's property at the intersection of the Railroad's rail lines and the Bridge, "Licensed Construction and Maintenance Agreement Page 3 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Area", shown in Exhibit B. Such license and permission granted under items 'a' and V above shall not prevent the Railroad from operating its trains or multiplying or changing its track across the land over which license has been given hereby. Such license and permission is subject to the requirements of this Agreement, including but not limited to safety requirements of Article 4.n and insurance and right-of-entry requirements of Article 5. C. The Parties agree that the Licensed Area is shown in the attached Exhibit B. d. The license and permission given is subject to the rights of utility companies to maintain and operate facilities thereon and thereover, and the Licensees will make their own arrangements with the utility companies for any necessary relocation or alteration of said facilities to support construction of the Bridge. The Licensees agree that the Railroad retains all its existing rights to license future utility facilities across the licensed premises. e. No legal right which the Railroad now has to reconstruct, maintain, and operate its existing track and appurtenances or to construct, maintain, and operate additional track and appurtenances upon and across said property shall in any way be affected by the giving of this license. f. It is agreed that should the property or any portion thereof which is licensed hereunder cease to be used for public road purposes,this license, as to the portion so abandoned, shall immediately cease and terminate. g. Permission is granted solely for the purposes of the Licensees, at their sole cost and expense, for the proposed highway improvements as shown in the Exhibit A, and is expressly subject and subordinate to the present and future rights of the Railroad, its successors, assignees, lessees, grantees and licensees, to maintain, use, operate, and renew on, beneath or above the surface of the Railroad's property any telephone, telegraph, power, communication, or signal lines, poles and/or appurtenances, fiber optic communications, tracks, roadways, pipelines, structures, improvements, or facilities of similar or different character, as now located, and to permit, construct, install, establish, and thereafter maintain, use, operate, and to renew on, beneath or above the surface of the Railroad property, any or all said things which, except as provided in paragraph 2.d above, do not materially interfere with the Licensees' use of the Railroad property as hereinabove provided. h. The County shall pay the Railroad a one-time fee of Five Thousand Dollars ($5,000.00) for issuance of this license, in addition such other fees as are due under other provisions of this Agreement. The County and the Railroad agree that this amount does not include the amounts negotiated under the separate Easement agreement. Crossing: i g: Parties hereby agree to the following terms and conditions for the existing At-Grade Construction and Maintenance Agreement Page 4 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T1 99.50, Greenville Subdivision, KCS Station 4102+24 The Licensees agree to: i. Not alter, modify or change the existing at-grade crossing. ii. Modify the road approaches planned under this Project in accordance with standards and specifications of the Railroad and other government agencies as applicable. iii. Not prevent use, inspection, or maintenance of the crossing by the Railroad or other authorized users of the at-grade crossing during the entire construction period of the Project. iv. Repair the approaches to the at-grade crossing at its own cost when damaged during the construction of the Project. v. Not hold the Railroad liable for any delays to the Project due to Railroad's work on the at-grade crossing. vi. Reimburse the Railroad for costs and expenses incurred during additional maintenance or for performing repairs to the at-grade crossing due to Contractor's use of the crossing. The Railroad agrees to: i. Permit the County to use the at-grade crossing for construction of the Project. ii. Permit the City to use the at-grade crossing for the purpose of inspection and maintenance of the Project infrastructure. iii. Perform inspection, maintenance and repairs to the crossing in accordance with existing agreements between the Railroad and other entities. iv. Maintain and repair the crossing when damaged by Contractor's use at Licensee's sole cost. Article 3. Scope of Work a. The County and the Railroad agree that the County will perform the work as outlined in this Agreement and as shown in the plans in Exhibit A. The work will generally consist of building a highway bridge and other related appurtenances over the tracks and on the property owned by the Railroad. b. In order to provide for safety of the Railroad, the Railroad and its designated representative shall provide Construction Monitoring Services ("CMS") and the Contractor shall provide protective services ("Flagging") during the period of performance of work in or incident to the Project. Flagging shall be performed by a Railroad-qualified Flagging company. The County or the City, as applicable, by signing this Agreement, agrees to bear one hundred (100) percent of CMS and Flagging costs. The Railroad and its designated representative shall have the right to furnish all such CMS Services shown in the Railroad force account estimate, attached hereto and to be identified as Exhibit D. During initial construction, the County will reimburse the Railroad for the cost thereof, including charges related to travel, boarding, lodging, etc., of CMS providers. The City shall notify the Railroad a minimum of thirty (30) days in advance whenever it is about to perform work adjacent to, on, under and over any track or bridge to enable the Railroad to furnish CMS as might be necessary to ensure safety of railroad operations and its facilities. With respect to such maintenance, the City will reimburse the Railroad for the cost thereof, including charges related to travel, boarding, lodging, etc., of CMS providers. Construction and Maintenance Agreement Page 5 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Article 4. Plans, Estimates, Construction, and Maintenance a. The County, at its own expense, has prepared the final one hundred percent (100%) plans, specifications, and estimates (PS&E)for the Project identified herein. The written approval of the plans by the County and the Railroad are hereby adopted as the final one hundred percent (100%) plans and specifications covering the construction of the Project identified as Exhibit A. The construction of the Project shall conform to the final one hundred percent (100%) plans in Exhibit A. No changes to Exhibit A shall be made without the written approval of such changes by the County and the Railroad. Neither the County nor its contractors shall commence any work on the Railroad's property involving work identified in Exhibit A until such final one hundred percent (100%) plans have been approved in writing by the Railroad. b. In order to provide for the safety of all personnel working on the Project, the County shall require its Contractor to provide Flagging during the period of performance of work in or incident to the proposed Project. Flaggers shall be provided from a Railroad-qualified Flagging contractor, as stated in the Railroad's Contractor Right-of-Entry Agreement, a sample attached hereto as Exhibit E. Flagging shall be provided at the County's expense and at no expense to the Railroad. The County's Contractor shall be solely responsible for scheduling the faggers and the Railroad shall not be responsible for any costs or delays to the project due to railroad flagger scheduling issues. Additional Flagging information can be found as stated in item "n. - Construction Requirements" below. C. The County and Contractor, unless otherwise provided, shall make such changes or alterations to facilities not owned by the Railroad, including but not limited to communication, signal pole and wire lines, pipe, sewer and drainage or other facilities or buildings located upon the Railroad's right-of-way, that may be displaced or required by the construction of the Project, as may be necessary to maintain continuous service and conform them to said construction and restore them to former condition for service either prior to, during, or following construction of said work. The County and its Contractor shall not, without Railroad's written approval, perform any work that may interfere with the operations or the safety of the Railroad other than what is approved under this Agreement. d. Only the Railroad will perform the work to adjust facilities owned by the Railroad that are necessary to construct the Project whose costs are included in the railroad force account. The Railroad has prepared, and the County approves by executing this Agreement, written cost estimate(s) for all Railroad force account work, including CMS for the Project as detailed in accordance with the Exhibit A. One hundred percent of these costs shall be reimbursed by the County. Said approved cost estimate(s) are attached hereto and identified as Exhibit D. e. Full execution of this Agreement serves as the official Work Order to the Railroad from the County for CMS. f. Following the completion of the Project, the City shall assume full ownership and responsibility for maintenance and operation of the Roadway, highway bridge and all other improvements made as part of this Project. Construction and Maintenance Agreement Page 6 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 g. INTENTIONALLY LEFT BLANK h. The Railroad, under terms of this Agreement, gives the City permission to enter the Railroad's right-of-way to access and perform routine inspections, maintenance and/or emergency work (Repair Work) as required on the Roadway, the Bridge and other City-owned infrastructure. Except in case of an emergency threatening the safety of the public or of the Railroad, the City shall prepare plans, specifications and work methods to perform the Repair Work for review and approval by the Railroad prior to performing such Repair Work, and shall perform any work on the side of or under the Bridge within the Railroad right-of-way only in the presence of a railroad flagger from a Railroad-qualified Flagging contractor. In the event of an emergency threatening the safety of the public or of the Railroad the City shall contact Railroad's Critical Incident Desk at 1-877-527-9464 prior to entering the Railroad's right-of-way and shall only be within twenty-five feet of the Railroad's track when a Railroad employee is present. If the inspection or Repair Work is being performed by a contractor employed by the City, the City shall require its contractor to execute the Railroad's Contractor Right-of-Entry Agreement as required by the Railroad at that time before accessing the railroad property and/or commencing the Repair Work on the Railroad's property and provide insurance as required by the Railroad's Contractor Right-of-Entry Agreement at that time. All costs associated with the Repair Work to the City's infrastructure shall be borne by the City, unless the need for Repair Work is caused by the actions of the Railroad or its contractor(s) or the misuse of the Railroad's infrastructure. i. Licensees, under terms of this Agreement, acknowledge that the Railroad retains the right to perform maintenance and/or emergency work (Repair Work) as required on its infrastructure. If Railroad's Repair Work will interfere with the ordinary use of the Bridge or Roadway or involve access to same by Railroad or Railroad contractor's personnel to perform the Repair Work, Railroad will, except in case of an emergency threatening public safety or Railroad safety, notify the City of such work and discuss with the City Railroad's plans for doing such work. If emergency work by the Railroad is required, in the interest of public safety or the safety of the railroad operations, the City shall fully cooperate with the Railroad to enable the Railroad to perform the emergency repairs. All costs associated with the Repair Work to the Railroad's infrastructure shall be borne by the Railroad unless the need for Repair Work is caused by the actions of the City or its contractor(s) or the misuse of the City's infrastructure. j. The County assumes the entire responsibility for the construction and the City assumes the entire responsibility for the maintenance and use of said highway and the bridge upon and over the Railroad's property at the location herein described, and nothing contained herein shall ever be construed to place upon the Railroad any manner of liability for injury to or death of persons, or for damage to or loss of property arising from or in any manner connected with the construction, maintenance, or use of the portion of said highway located upon the Railroad's property. k. The term Contractor as used herein includes any and all subcontractors of the Licensees. The term "Engineer" as used in this article means the County's lead engineer for the Project. The term "Railroad Engineer" as used in this article means the Railroad's Chief Engineer, or his designee. The County shall designate its Engineer and his/her contact Construction and Maintenance Agreement Page 7 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 information in writing to Railroad. Railroad Engineer's contact information is stated in Article 13 of this Agreement. I. Licensees shall require their Contractors to agree to defend, indemnify and hold harmless Railroad, its directors, officers, employees, agents, successors and assigns from and against any injury or death of persons whomsoever and from any loss or damage to the Railroad's property, and from the Railroad's liability or loss incurred for damage to any other property in Railroad's care, custody, or control in or upon Railroad's property, caused by acts or omissions of the Contractor in performing work on this Project, whether on, over, under or in the vicinity of the Railroad's property. m. In the event the Contractor shall fail to restore the Railroad's property immediately to a condition acceptable to the Railroad when any such loss or damage to the Railroad's property is called to the Contractor's attention by the Railroad, the Railroad may perform such corrective work at the cost to the Contractor. The term "loss or damage" as used herein shall include, but not be limited to, erosion and silting of, water damage to, and the accidental or intentional placing or dropping of objects on the Railroad's property. n. Construction Requirements— Railroad Requirements Licensees shall, by contract, require their Contractors to do the following: n.1. The Contractor's work on the Railroad's property shall be performed in accordance with these Railroad Requirements and per plans and specifications prepared by the County and approved as shown in Exhibit A. n.2. The Contractor shall supply adequate equipment, labor and materials to perform the proposed work at the job site. n.3. The Contractor shall take special precaution and care to prevent any debris or material from fouling the tracks that will interfere with safe operations of the Railroad. The safe operation of the Railroad shall take precedence over all work and nothing shall be done by the Contractor that will endanger the Railroad's operations. The Contractor shall protect the Railroad's property from any damage resulting from the Contractor's acts or omissions during the Project. n.4. The Contractor shall notify the Railroad anytime work is being done adjacent to then-existing railroad tracks and shall take extreme care to not damage them. Contractor shall bear full responsibility of damages to the tracks and pay all costs associated with performing the repairs to bring the railroad track back to its original condition. n.5. If the work to be done by the Contractor is deemed by the Railroad Engineer to affect the safety the railroad facilities, the Contractor shall submit to the Railroad for review and approval detailed plans, specifications, and work methodology prior to start of the work. Railroad reserves the right to perform the work on the railroad facilities to make the necessary adjustments to the railroad facilities for the Contractor to perform his work. The Construction and Maintenance Agreement Page 8 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Licensee(s) shall reimburse one hundred (100) percent of these costs to the Railroad. n.6. Before performing any excavation, demolition, blasting, lifting of structural members or construction of falsework on or over Railroad's property or adjacent to the Railroad's property that may interfere with the safe operation of trains, the Contractor shall submit its excavation, shoring, demolition, blasting, lifting of structural members and falsework plans and relevant procedures to the Engineer and to the Railroad Engineer for review and approval. These plans and procedures shall be signed and sealed by a Professional Engineer licensed in the State of Texas. However, such approval shall not relieve the Contractor from any liability relating to this Project. n.7. During the course of the Project, the Contractor shall submit any proposed changes to the approved plans and procedures to the Engineer for review and to the Railroad Engineer for review and approval. Any clearing and grubbing to increase the sight distance for safer construction operation, or erection of temporary structures within the Railroad property shall not be done prior to the approval of the Railroad. The Railroad Engineer shall make a decision within 30 days. Should the Railroad Engineer deny the plans and require a resubmittal, the Railroad Engineer shall provide approval or denial and requirement for resubmittal within 30 days after receipt of the revised plans. n.8. Excavations for construction of footings, piers, columns,walls or other facilities that require shoring shall comply with requirements and recommendations of OSHA, AREMA, and Section IV, Design and Construction of Shoring Adjacent to and on Railroad Right-of- Way contained within the "KCS Guidelines for the Design and Construction of Railroad Overpasses and Underpasses." Shoring, excavations, erection of temporary structures, etc., that will affect the safety and structural integrity of the railroad facilities shall be submitted to the Railroad for review and approval prior to start of such work. No such work shall begin until such approval from the Railroad is received by the Contractor. n.9. The Contractor shall abide by the following minimum temporary clearances during the course of construction a. 14.0 feet horizontal from centerline of track b. 22.0 feet vertical above top of the highest rail n.10. The Contractor shall comply with the Railroad's rules and regulations concerning protection of persons and property and the Contractor shall consult with the Railroad Engineer concerning the Railroad's rules and regulations. Any questions arising about coordination of work between the Contractor and the Railroad Engineer or between the Contractor and others shall be taken up with the Engineer and the Contractor, Railroad Engineer and Engineer shall agree upon a method of coordination before the work is commenced. n.11. Prior to commencing any work upon, over or under the Railroad's property, the Contractor shall furnish to the Railroad Engineer evidence that the Contractor's insurance is as noted in the Contractor's Right of Entry Permit. Construction and Maintenance Agreement Page 9 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 n.12. Except as authorized by the Railroad, neither the Licensees nor their Contractor(s) or subcontractor(s) will construct a crossing over any track at any location. Where crossings are needed or desired, Licensees' Contractor shall make arrangements with Railroad and obtain a Permit, paying any and all fees thereof. If and when permitted by the Railroad, Contractor may cross tracks with cleated or crawler type equipment, provided the track shall be protected with a temporary surfacing as approved by the Railroad Engineer. n.13. The Contractor shall be required to maintain all ditches and dr.)inage structures free of silt or other obstructions which may result from Contractor's operations; to promptly repair eroded areas within Railroad's right-of-way and to repair any other damage to the property of the Railroad or its tenants which may result from Contractor's operations. All such maintenance and repair of damages due to the Contractor's operations shall be done at the Contractor's expense. If the Contractor's method of erosion control differs from the approved plans, the Contractor shall submit a proposed method of erosion control and have the method reviewed by the Railroad and the County prior to beginning any grading work on the Project site. Erosion control methods must comply with all applicable local, County, City, and federal regulations. n.14. The Contractor shall, reasonably throughout each work day and at the end of each work day when performing work near the Railroad's tracks, inspect the track area and clean up any debris that may have been dropped on or within (10)feet of Railroad's tracks. Contractor shall remove all waste, excess materials, false work and other temporary structures, and equipment, leaving the location of the work cleaned to the reasonable satisfaction of Railroad. The Contractor shall repair to the reasonable satisfaction of the Railroad Engineer, and at the Contractor's sole cost and expense, any and all damages to the Railroad's property caused during construction of the Project. Upon completion of the Project, the Contractor shall return the Railroad property and all other Railroad property to a condition equal to or better than existed prior to commencement of the work. n.15. Site Inspections By Railroad's Designated Representative: In addition to the office review of construction submittals, site inspections to check progress of the work and to check the conformance of the work to the approved plans at any time throughout the construction as deemed necessary by the Railroad may be performed by Railroad's Designated Representative at milestone events during construction, including but not limited to the following: i. Preconstruction meetings. ii. Excavations, shoring placement/removal, pile driving, drilling of caissons or drilled shafts adjacent to tracks. iii. Reinforcement and concrete placement for near track piers. iv. Erection of precast concrete or overpass bridge superstructure v. Construction of overhead forms for the bridge decks vi. Reinforcement and concrete placement of overpass bridge decks. vii. Completion of the bridge structure Construction and Maintenance Agreement Page 10 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 viii.Work on or near the At-Grade Crossing ix. Placement of culverts under the railroad tracks, if any x. Construction of temporary at-grade construction crossing if permitted by the Railroad xi. Final inspections at the completion of the Project Contractor shall fully cooperate with Railroad's site inspections. The County shall reimburse the Railroad all costs associated with Site Inspection work by the Railroad. n.16. The Railroad's Designated Representative can either be an employee of the Railroad or a hired outside consultant. n.17. In addition to the project schedule required by the County, the Contractor shall provide to the Engineer a detailed construction schedule for its work on Railroad property, including the proposed temporary horizontal and vertical clearances and construction sequence for all work to be performed on the Railroad property. The Contractor shall submit a copy of this detailed construction schedule to Railroad's Designated Representative for review prior to the start of the work. This schedule shall also include the anticipated dates when the milestone events listed in subsection n.15 will occur. The Contractor shall update the schedule for these milestone events as necessary, but at least monthly, and shall provide a copy of all updates to the Railroad so that site visits may be scheduled. n.18. While on the Railroad's property, Contractor shall comply with Railroad's rules and regulations concerning protection of persons and property including Railroad's Personal Protective Equipment (PPE) rules. Railroad shall make its applicable rules available to the Contractor for review and copying. n.19. Except as authorized by Railroad the Contractor shall not work within the "Minimum Clearance Zone" of any track. The "Minimum Clearance Zone" is defined as an area measured 25 feet, horizontally, on either side of the centerline of track with unlimited vertical distance above the top of rails within the horizontal limits. Additionally, Contractor will locate all equipment, devices, and materials at a sufficient distance from any track to ensure that no apparatus or part of any equipment, device, or material, such as the boom of a crane or a dragline, could under any circumstances encroach on the "Minimum Clearance Zone" of any track. n.20. Contractor shall ensure that Flagging services provided by a Railroad-qualified Flagging contractor will be provided whenever agents, employees or equipment of the Contractor or any of its contractors or subcontractors on this Project shall be within the Minimum Clearance Zone, and when any equipment or its attachment or booms, even though stationed outside the Minimum Clearance Zone has a potential to come within the Minimum Clearance Zone. The term "Minimum Clearance Zone" is defined in n.19 above. n.21. Contractor shall notify the Railroad concerning any Flagging services that will be required during the course of the Project, but the Contractor shall make all arrangements Construction and Maintenance Agreement Page 11 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 for Flagging protection directly with a Rail rmad-quo|ified Flagging COrtractor. Railroad's designation of a Flagging contractor as a "Rai lroad-q ualified" Flagging contractor shall be construed solely as Railroad's Vvi||iOgn8Ss to a||ovx that Flagging contractor to provide —� Flagging services on Railroad's property without further proof ofqualification, and Sh@|| not be construed as an endorsement or other verification of the abilities Or qualifications of that Flagging contractor. Under these Construction Requirements, all Flagging contractors utilized oO the Project 8ha|| batr88ted8o|e|yosiVdependeO1COntrGctOrsofthe Contractor for all purposes. Railpros }OclA8hcroff 417-362-9007 j Bottom Line On-Track Safety Services Jeff Yarbrough 972-874-3348 j Nick Lwmz 214-344-5237 n'22' Contractor shall clear the tracks when directed to do 8o by the Uagger. The presence of the f|gggar will not relieve Contractor of its duty to keep all its aQants, employees and contractors ni8@r of the tracks when trains are in dangerous proximity to the area where construction iaoccurring. n.23. At the discretion of Licensees, all Contractor employees and supervisors performing work within the Railroad pn]pa�v. e�:�ot�nyper�onO�| amp|oyad�ras8ign�d � -~ .' -_� by a Railroad-qualified Flagging contractor, may be trained with reference to the Railroad's On Track Safety Rules. CPntractor, at its ovvO moEt, aha\l provide its employees this training by contacting: RailPros SunonDuoshee 904-296-8080 n.24. All railroad tracks within and adjacent 0] the Project site are aCtiva, and rail traffic over these fad(bjeS ahe|/ be maintained throughout the Project. Activities may include both through moves and switching rnOVes to local customers. Railroad traffic and operations will occur continuously throughout the day and night OM the tracks. The Contractor shall coordinate and schedule the xvodv ao that construction oodvidao do not interfere with railroad operations. Any and all costs associated with delays caused tothe train traffic by the Contractor shall be reimbursed by the Contractor. Licensees or their Contractor may audit these costs. o' [>vvDenahip. o.1. The City asmUrnas ownership and maintenance of existing Roadway facilities and new Roadway improvements, including the new overpass bridge and drainage atru(turee, whether shown or not on the Exhibit Avvhich are within or impact the Railroad's right-of-way. Prior to making any maintenance on the City'e infrastructure Construction and Maintenance Agreement Page 12 of 19 Park Boulevard Extension,Agency Project No, 19351 DOTTBD. RRK4PT1S9,5O. Greenville Subdivision, KCS Station 41O2+24 within areas in Exhibit B, the City shall submit the planned maintenance and schedule to the Railroad for review and approval. o.2. Under a separate agreement between the County and the City, at the completion of the Project, ownership and maintenance of all facilities constructed by the County in accordance with this Agreement will be transferred to the City. The City agrees to all the terms and conditions set forth in this Agreement. o.3. The Railroad assumes ownership and maintenance of the existing track and other railroad infrastructure within the areas described in Exhibit B excluding items mentioned in o.1 above. Article 5. Insurance and Right-of-Entry Requirements a. The County shall require its Contractor to execute the Railroad's Contractor Right of Entry Agreement and pay the Railroad a one-time fee of One Thousand Dollars ($1,000.00)for issuance of this permit before commencing any work on the Railroad's property. Contractor can obtain the right of entry permit from the Railroad by contacting: Denise Case Transaction Manager Jones Lang Lasalle (JLL) Rail Practice Group 4200 Buckingham, Suite 110 Fort Worth, Texas 76155 Tel: 817-230-2600 / direct 817-230-2614 denise.case(a)-jll.com Online Application: https://jllrpg.360works.com/fmi/webd/rpo web kcs.fmp12 b. The County shall require its Contractor to provide the insurance coverages as contained in the Railroad's Contractor Right-of-Entry Agreement, a sample attached hereto and identified as Exhibit E. C. For future maintenance work, the City shall require its Contractor to provide the then-current Railroad insurance coverages and be required to execute the then-current-standard Railroad's Contractor Right-of-Entry Agreement before commencing any work on the Railroad's property. d. Licensees are self-insured for any work performed by them with their own employees. To the extent allowed under State law, and without waiving any governmental immunity to which Licensees are entitled under State law, Licensees are responsible to the Railroad to cover bodily injury and property damage claims which may occur during construction and maintenance of the overpass structure. Construction and Maintenance Agreement Page 13 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Article 6. Payment a. Reimbursement to the Railroad and/or the Railroad's Contractor will be made for Construction Management Services ("CMS") and amendments thereto except as modified by the provisions herein. b. CMS furnished by the Railroad and/or the Railroad's Contractor will be reimbursed by the County based on actual costs incurred by the Railroad and/or the Railroad's Contractor as they relate to the Project and approved in the cost estimate identified as Exhibit D. Parties understand that the amounts shown in Exhibit D are only an estimate and not a not-to-exceed amount. If the estimated amount in Exhibit D is found to be inadequate, the Railroad shall obtain a written approval from the County for the additional amounts required to complete CMS ("Additional Work") by the Railroad. The Railroad shall not commence the Additional Work until the written approval is obtained from the County. Railroad shall not be held liable for non- performance of the Additional Work resulting in financial damages to the County or the Contractor due to County delays in approval of or failure to approve the estimate of Additional Work. C. The Railroad may submit monthly bills prepared in satisfactory form for CMS performed. Payment will be made within thirty (30) days for the costs detailed on the bills. d. The Railroad shall submit a final invoice for all work performed clearly marked "Final Invoice" no later than one (1) year from the date of the Project Completion & Acceptance Letter forwarded to the Railroad by the County stating the Project is completed. Payment will be made within thirty (30) days of receipt of the Final Invoice. Article 7. Termination The County reserves the right to cancel this Agreement for any reason and at any time prior to start of construction of the Project. The County will not be responsible for any expense incident to any cost incurred in the event of the cancellation of this Agreement, unless (i) a Work Order was issued by the County and the Railroad and/or the Railroad's Contractor incurred expenses pursuant to that Work Order, or (ii) for any preliminary engineering costs authorized under Exhibit C. Cancellation of this Agreement shall not relieve the County or its Contractors of the responsibility to assure that Railroad's property is left in as good or better condition following any work on the Project on or near Railroad's property. Article 8. Records & Audits a. The Parties shall maintain books, documents, papers, accounting records, and other evidence pertaining to costs incurred and work performed hereunder and shall make such materials available at their offices during the Agreement term and for three(3)years from the date final payment is due under Article 6.d. The records shall be made available to representatives from the County for the purpose of making audits, inspections, transcriptions, or excerpts. b. Licensees' Auditor may conduct an audit or investigation of any entity receiving funds from the Licensees directly under this Agreement, or indirectly through a subcontract under Construction and Maintenance Agreement Page 14 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 the Agreement. Acceptance of funds directly under the Agreement or indirectly through a subcontract under this Agreement acts as acceptance of the authority of the Licensees' Auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the Licensses' Auditor with access to any information the Auditor considers relevant to the investigation or audit. C. The Railroad is required to make any information created by or exchanged with the Licensees pursuant to this Agreement, and not otherwise excepted from disclosure under the Texas Public Information Act, available in a format that is accessible by the public at no additional charge to the County. Article 9. Existing Agreements [reserved] Article 10. Protection of Fiber Optic Cable Systems Fiber optic cable systems may be buried on 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. Licensees and/or their Contractor shall contact the Railroad during normal business hours (8:00 a.m. to 5:00 p.m., Central Standard Time, Monday through Friday, except holidays) at 877-527-9464 (also a 24- hour, seven-day number for emergency calls) to determine if fiber optic cable is buried anywhere on the Railroad's property to be used by the Licensees. If it is, the Licensees and/or their Contractor will contact the telecommunications company(ies) involved, arrange for a cable locator, and make arrangements for relocation or other protection of the fiber optic cable prior to beginning any work on the Railroad's property. Information from Railroad is provided without warranty as to its correctness or completeness. Licensees and/or their Contractor shall also be responsible for contacting Texas811 or other applicable utility damage prevention systems to notify potentially affected utilities at the Project site to identify their facilities. Railroad shall also identify its signal lines, if any, to the Licensees. Article 11. Limited Access The County hereby agrees that during the construction of the proposed improvements, it will keep its employees, material, and machinery within the defined area of the premises in the attached Exhibit A final plans and easement areas show in Exhibit B, unless otherwise specified. There shall be no crossings of the Railroad's tracks except at existing, open, and public crossings, or at locations mutually agreed upon in writing by the County and/or the County's Contractor and the Railroad. Article 12. Transfer The Parties hereto shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of the other Party(ies), and it is agreed that any transfer or assignment of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without such consent in writing, shall be absolutely void and, at the option of Construction and Maintenance Agreement Page 15 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 the non-transferring Party(ies), shall terminate this Agreement; provided, however, that any assignment of this Agreement arising from or relating to the control of Railroad as approved by the Surface Transportation Board (STB) in STB Finance Docket No. 36500, Decision No. 35 (served March 15, 2023)and related subdockets and subsequent decisions in said docket(s)shall not require the Licensees' consent. Contracting or subcontracting for the performance of work required under this Agreement shall not be considered to be a transfer or assignment of all or part of this Agreement. Article 13. Notification The County agrees to notify the Railroad in writing when all work on the Railroad's property is complete. For the purposes of this Agreement, all notices, correspondence, billings, and other documentation shall be mailed to the following addresses: For Collin County For The Kansas City Southern Railway Company Clarence Daugherty, Director of Engineering 4690 Community Ave., Suite 200, Construction related questions: McKinney, TX 75071 Bentley Tomlin Public, Utility, and Industrial Construction related questions: Project Manager, Tracy Homfeld, PE, CFM Engineering Department Assistant Director of Engineering Overnight and USPS delivery Collin County Engineering address: 4690 Community Ave., Ste. 200 427 W 121h McKinney, TX 75071 Street, Kansas Telephone: 972.548.3733 City, MO 64105 thomfeld(a)-co.collin.tx.us Telephone: 816-983-1605 bentley.tomlin@cpkcr.com Billing and invoices: Bridell Miers, P.E. Billing and Invoices: Engineering Project Manager Collin County Engineering Capital Investment Accounting 4690 Community Ave., Suite 200 Overnight and USPS delivery McKinney, TX 75071 address: Telephone: 972-548-3723 427 W 121h Street, Kansas bmiers(a-)_co.collin.tx.us City, MO 64105 Dawn Redwine Office Administrator Collin County Engineering Telephone: 972-548-3727 dredwine(a)-co.collin.tx.us Construction and Maintenance Agreement Page 16 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 For the City of Wylie Tim Porter, PE, CFM City Engineer City of Wylie O: 972-516-6414 tim.portertccD-wylietexas.gov Article 14. Responsible For Its Own Actions The Parties each acknowledge that they are not an agent, servant, or employee of the other Party, and that they each are responsible for their own acts and deeds and for those of their own agents and employees during performance of work under this Agreement. Article 15. Conditions a. In accordance with the provisions of Title 23, Code of Federal Regulations (CFR), Subchapter G, Part 646, Subpart B, issued by the Federal Highway Administration, and amendments thereto, the Railroad will not be required to participate in the cost of the Project. b. The County may be reimbursed for its expenditures hereunder from federal funds for this Project. Therefore, the County and the Railroad will comply with statutes, rules, and regulations enacted and promulgated by the U.S. Government and its Federal Highway Administration. Article 16. Compliance with Laws The Parties shall comply with all applicable federal, County, City, and local laws, statutes, ordinances, rules and regulations, and the orders and decrees of any courts or administrative bodies or tribunals in any manner affecting the performance of this Agreement. When required, the Railroad shall furnish the Licensees with satisfactory proof of this compliance. Nothing herein is meant to be or will be interpreted to be a waiver of principles of legal preemption or preclusion that may apply to the Railroad because of its status as a common carrier regulated by the federal government. Article 17. Legal Construction If one or more of the provisions contained in this Agreement shall for any reason be held inapplicable, invalid, illegal, or unenforceable in any respect, that inapplicability, invalidity, illegality, or unenforceability shall not affect any other provisions and this Agreement shall be construed as if it did not contain the inapplicable, invalid, illegal, or unenforceable provision. Article 18. Signatory Warranty Each signatory warrants that the signatory has necessary authority to execute this Agreement on behalf of the entity represented. Construction and Maintenance Agreement Page 17 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Article 19. Venue; Governing Law The laws of the State of Texas shall govern the interpretation, validity, performance and enforcement of this Agreement, without regard to conflict of law principles. This Agreement is performable in Collin County, Texas, and the exclusive venue for any action arising out of this Agreement shall be a court having jurisdiction in Collin County, Texas, including federal courts. Article 20. Immunity It is expressly understood and agreed that, in the execution and performance of this Agreement, neither party has waived, nor shall be deemed hereby to have waived, any defense or immunity, including governmental, sovereign and official immunity, that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the parties do not create any obligations, express or implied, other than those set forth herein. IN WITNESS WHEREOF, the Parties have executed duplicate counterparts of this Agreement for this Project identified as Project No. 19351 on the dates indicated below. COLLIN COUNTY, TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Date: Name: CITY OF WYLIE, TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Date: Name: Construction and Maintenance Agreement Page 18 of 19 Park Boulevard Extension,Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 THE KANSAS CITY SOUTHERN RAILWAY COMPANY By: Date: Name: Construction and Maintenance Agreement Page 19 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 C O L L I N COUNTY, TEXAS DESIGN SPEED, PARK BLVD-45 MPH Exhibit A RESIDEW OR.-JO MPH RESIDENTIAL -25 MPH KCS COORDINATION SUBMITTAL PARK BOULEVARD EXTENSION NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- NORTH CENTRAL TEXAS FOURTH EDITION WITH CURRENT AMENDMENTS AND SPECIAL PROVISIONS AS ADOPTED BY THE DESIGN LIMITS, CITY WYLIE.SHALL GOVERN ON T145 PROJECT. FROM PARKER RD TO SPRING CREEK PKWY TOTAL LENGTH= 14,121 FT =2.67 MILES ROADWAY LENGTH= 12.621 FT=2.43 MILES BRIDGE LENGTH= 1,300 FT =0.25 MILES CONSTRUCT FOUR LANE MAJOR THOROUGHFARE ON NEW AND EXISTING LOCATION CONSISTING OF GRADING, DRAINAGE,STRUCTURES.CONCRETE 6 ASPHALT PAVEMENTS.SIGNING,AND PAVEMENT MARKINGS. \. LAVON LAKE NOTE: `\ THIS PLAN SET IS PREPARED FOR THE PURPOSE OF FINAL Ir DESIGN ACCEPTANCE BY KCS FOR THE STRUCTURES, wNr% SCALE ROADWAY, & DRAINAGE IMPROVEMENTS FOR PARK BLVD. ■ !�+� ,J N.T.S. EXTENSION IN WYLIE, TEXAS. THIS PLAN SET IS NOT J / INTENDED FOR BIDDING OR CONSTRUCTION. \ ; BEGIN BRIDGE 6TA 280-08.00 \-_ I ENO BRIDGE STA 263-06.00 SETAIN PROJECT N O CT ALIGNMENT W \\. o•=j° y C O L L N S END PROJECT ALIGNMENT \, YWYUE¢ 5 S7A 298-21.00 COUNTY \ 'g EOUATIONS.NONE EXCEPTIONS.NONE RAILROADS.KCS F` O Fe •PP� PreDareE cys .. s� 7I�Kv4M "Annw..danm�m." HALFF Mrvc Uon,ld Adw Kane, w.............. PF'�W 161669 an 03-1622.Alteration HAIFF ASSOCIATES.INC. DONRLo nonN�xnNE of,redrd docwum�.W;w"w proper :■: 101449 " yciuc un0or Nc Tcu�LvP un,uM' a fS NSE� �atiuAtTBPRSGy",nMFimAF313 MARCH 2O22 3RIS O,TX 7500 BLw,SUITE 800 Proleci Monaper TEL(21,018-454�6641 FM1214)6164570 'FOR GENCY APPROVAL ONLY T5 12FJIRMWF-312 NOT FOR CONSTRUCTION" ---------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- - - - - - - -- --- -- -- --- --- - -- - - - ------ --- ---- -- -- - - - - - --- - - ----- --- - - - ---- - -- - -- --------- - --- --- -- - - --- --- ------ - - - STANDARDS STANDARDS CONT. 35192-PARK BOULEVARD-100%SUBMITTAL TCP STANDARDS DRAINAGE STANDARDS SHEET NO. DESCRIPTION BC(1 thru 12}21 CITY OF WYLIE DRAINAGE DETAILS TCP(1-3}18 CH-PW-S TCP(2-1}18 TYPE PR11-PED RAIL 1 COVER SHEET TCP(2-3}18 PW 2 SHEET INDEX WZ(RCD)-13 SCC-8 3 - 6 GENERAL NOTES WZ(STPM}13 SCC-MD 7 - 10B ITEM SUMMARIES SCP-4 11 - 12 PROJECT LAYOUT PAVING&RETAINING WALL STANDARDS SCP-5 13 - 22 ROADWAY TYPICAL SECTIONS SCP-7 NTMW 23 - 39 TRAFFIC CONTROL PLAN CITY D WYLIE PAVING DETAILS D FENCE SPECIFICATION SCP-10 40 - 61 REMOVAL PLAN SCP-MD 62 - 64 HORIZONTAL ALIGNMENT DATA CITY OF WYLIE WATER DETAILS OMIT SETB-CD 65 - 105 PAVING PLAWPROFILE SETP-CD 106 - 107 RAILROAD PROFILE BED-14 GF(31)•19 SRR 108 - 132 GRADING PLAN 133 - 152 RETAINING WALL PLAN/PROFILE GF(31)DAT-19 GF(31)LS-19 EROSION CONTROL STANDARDS 153 - 156 SOIL BORE LOGS EC(1-3}16 GF(31)MS-19 157 RETAINING WALL DETAILS GF(31)TRTL 3-20 EC(9}16 158 - 181 BRIDGE LAYOUT-KCS RR OVERPASS PED-18 162 BRIDGE TYPICAL SECTION RW(EM) -SIGNING 6 STRIPING STANDARDS 163 BRIDGE ESTIMATED QUANTITIES&SEAT ELEVATION PM(1-3}20 RW(MSE) 164 - 169 BRIDGE ABUTMENT DETAILS RW(MSE)DD(MOD) SMD(GEN)-08 170 - 195 BRIDGE BENT DETAILS RW(TRF) SMD(SLIP-1 thru 3)-08 � 196 BRIDGE COLUMN DETAILS SGT(12S)31-18 SMD(TWT)-08 197 - 199 BRIDGE CRASH WALL DETAILS WF(2}70 200 BRIDGE CRASH WALL MISC DETAILS >3 201 - 206 BRIDGE NB FRAMING PLAN BRIDGE STANDARDS 207 - 212 BRIDGE SB FRAMING PLAN BAS-C 21 - 2 BRIDGE NB DECK DETAILS BMCS .��" OF 219 - 22323 BRIDGE NB DECK SECTION BRSM eerlme49-031e-u.Atmr.M.. 224 - 229 BRIDGE SB DECK DETAILS BS-EJCP DON[LD ADM KANE .p...lw a.wmem.au.m Pr.p.r 230 - 234 BRIDGE SB DECK SECTION CLF-RO f 10749 g 235 - 237 DRAINAGE AREA MAP-OFFSITE CRJ-ITB s MSE° ftM—An.nPM EFy-rLgF4 ♦F-312 238 - 241 DRAINAGE AREA MAP-ROADWAY CRR 242 - 243 INLET CALCULATIONS "FOR GENCY APPROVAL ONLY yyy 244 246 HYDRAULIC CALCULATIONS Gp NOT FOR CONSTRUCTION" 247 - 252 CULVERT PLAN/PROFILE IGEB PARK BOULEVARD EXTENSION 253 - 282 DRAINAGE PLAN/PROFILE IGMS 'g 283 - 288 DRAINAGE LATERAL PROFILES IGND 289 CDS UNIT PROFILES IGTS 290 DRAINAGE DETAILS MEBR(C) 291 - 299 SIGNING AND STRIPING PLAN 300 - 307 EROSION CONTROL LAYOUT PCP FAB SHEET INDEX 308 - 310 MITIGATION PLAN PCP(0) 311 EQUESTRIAN TRAIL RELOCATION o ym PAAxw000 xw.w�no 312 - 313 WATER LINE RELOCATION PCP(0)-FAB HALFF upco.rx>mwasn 8 PMDF �� iA�x Et 4lewen 8 314 WATER LINE MANHOLE RELOCATION _ '� "'°10" lrzmrE°1p'0t112 SEJ-M AK r l "•�/S—. 315 - 365A CROSS SECTIONS carrtAAn w. >R 35192 TYPE C221 a - eMeEr 2 of 48e 1 SI-01 -- - --- - -- - -- - ------- - -- - -- -- -- - - - --- -- - - - - - - --- --- - -- - --- - ------ - --- -- - - ----- - --- - -- --- - ------ - - - - - - - - -- - ------ - - - - - --- -- - - -- ---- --- - ------- -- - ------ - - - ---- - -- --- --- PAVIIn NDTBB 5.Al CONCRETE IN UNED CHANNEL SHALL BE NCiCW CLASS'A'(WINNOW 3.000 PS.1)CONCRETE, 1.NL VOTER LWI CROSSINGS OF SANITARY SEWER LINES SIWl BE AS SHORN IN THE PLANS MO MEET VICE() ®1.CONCRETE FOR ALL STREETS AND FRONT OVELDNENTS SHALL BE IN ACCORDANCE WITH NCTCOG, 6.MT BOTTOM TO E CONSTRUCTED WEN CHANEL WIDTH IS LESS THAN 12 FOOT. nwIRa"T'' FOURTH EDITION OR AS AMENDED CUSS'C'CONCRETE(SIX SACK 3,600 P.S.I.) 7.3/4-CHAFER ON AL CONCRETE CORNERS. 2.PIPES 12 INCHES IN(DIAMETER AND$W EER SHALL BE POLYVINYL CHLORIDE(".C.)MEETING THE ITEM 30 AND TID Y DY 303l6.2 HAD, EOUIREIENTS OF AM 0900 DR 18 OR ONCDIE IRON PPE(D.IP)MEETING THE REQUIREMENTS OF ARAM C fTGRBU lWGR 151 CV55 50 RIPE. ALL DIP.SHALL BE WRAPPED MTN A POLYETHYLENE UNER. 2.RENFORCING STEEL SHALL BE DFO%n BARS ND.3 ON 16 NCH CENTERS OR ND.4 BARS OR 24 1,THE FLOOR OF THE EAGNIXTQf1 FOR INLET BOX MUST PROVIDE A FRY,LEVEL BED FOR NE BASE SECTION 3.FOR PIPES LARGER TWA 12 INCHES IN DIAMETER,THE PPE SN41 BE RENFORCE0 CONCRETE CYLINDER INCH CENTERS. RENORCNG SHALL BE IN BOTH DKV&S ON CENTER. RENFORCING STEEL 70 MESE OPOM. PPE(AUTO,C301 OR ARIA C303).MOLE POI PPE(A'A C151 CLASS 50)OR POLYVINYL CHLORIDE PIPE UP SHALL BE IN ACCORDANCE NTH ATM 615,616 AND 617E 2,A MINIMUMOF6 INCHES OF I'ONMTEN(WCIMUM)ROCK OR GRAVEL SHALL BE USED TO PREPARE THE TO IS,INCHES MEETING THE REQUIREMENTS OF AWES C905-235 P.SL RATED PPE. 3.ALL REINFORCING STEEL SHAM BE TIED(MOOR) REINFORCING STEEL SHALL BE SET ON PLASTIC DECIDING TO FOUL GRADE OR N LIEU OF THIS,AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SARD SHALL {.ALL VALVES OR PIPES 12 INCHES AND SMALLER SHALL BE RESIDENT SEALED WEDGE VALVES AMIRAA L509). CHARS BAN UPS SHALL BE MINIWY 30 DIAMETERS.NO STEEL SHALL BE PLACED UNTIL THEBE USED TO PREPARE THE BECOMING TO GAL . CEMENT STABILYED-STD SHALL BE ALLOWED TO SET BY SUOMCE HAS BEEN TESTED AND PASSED, KEEPING HOE PUMPED DRY. 5.ALL VALVES ON PIPES LARGER NOR 12 INCHES BUT SMALLER THAN 30 NEWS SHALL BE BITFERFLY VALVES 3.AFTER RIPE HAS BEEN LAND OR PAPER BEDDING.BACKFILUMG TO COMMENCE WITH 8'WNW(DOSE (AMR,C504)OR WEDGE VALVES(AWWA C509). {.EXPANSION JOINTS SHALL BE SPACED EVERY BOO TICE,A ALL INTERSECTIONS AND CHANGES N UFS MECIAVOCAMY COMPACTED 10 95E STANDARD PROCTOR UNDER MACKAY OR 12'MAXIMUM LOOSE LET S.ALL VALVES ON PIPES JO INCHES AND LARGER SHALL BE EXTREMELY VALVES(ARM C504). DIRECTION OF PAVING ALLEYS SHALL HOME A MINIMUM OF TWO EXPANSION JOATS. BEHIND CURB MAXIMUM SITE ROCK Y BACKFLL SHALL NOT EXCEED 4 INCHES N D AFTER. 7.EWEDWW SHALL BE AS SHOWN IN THE PLANS. BNCKFLL WITHIN THE UNITS O EXISTING AND PROPOSED 4.PRECAST INLLTS OUST B APPROVED IN THE CTY. eE EDUCE C TRANSVERSE WYW RUNS 915E E SPACED SHALL 15 FEET UAL t25 RYES PAVEMENT SHALL BE(COMPACTED i0 95%STANOND PROCTOR. OVISDC PAVEMENT(GISTNG OR 1OE27UgNAL JgNi SPACING WHENEVER S LEA SAWING 9ALl OCCUR WITHIN 5 TO 12 5.WNCIETE 10 BE MINIMA 12W P.5.1. PROPOSED)SHALL BE CUMPKIfO i0 YNYUM OF 92R STMDAID PROCTOR. ALL CDIIPKTION SHALL E BY 6.LOCKING DEVICE 5 REQUITED ON ALL STORM SLIER LDS. HOURS AFTER DE POUR INCLUDING SOWNL. MECHANICAL METHODS. 7.TD DUMPING'MANNING PIANO TO K NSTAL-D A ALI SINDND AND RECESSED NLn9 B.HATER LINES SHALL BE PRESSURE TESTED N ACCORDANCE WFH NCFCOG NF1N 506E ALL WATER LIMES SHALL ®6.SUBGIRADE UNDER PAVEMENTS$TALI BE A YNYUY O 7 ACHES O LYE TREATED SUBGRWE. B CONCRETE CAST-N-PLACE ACTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH O 4,2CO P.S.I.0 2B BE WATCH LINES N THE PRESENCE Of THE NED 01 A PRIOR TO O NFMCTCO ONLY HIOAATED UYE SHALL BE UTILIZED. OPTIMUM IIYE SHALL BE APPLIED. OPTIMUM LIME DAYS, CONTENT SHALL BE DETERMINED DOW THE EXCAVATION BY THE USE OF A LYE SERFS TEST. UYE &P.DELETED 9.ALL HOIIQONFS AND VERTICAL BEIRA SHALL BE BLOCKEE. SERIES TEST SHALL BE THEN AOMG THE DOWAT ON AT ALL CHANGES N SOL AND A MINIMUM O 10 EXISTING STORM SEWER PIPE AND/OR LATERALS SHALL BE LOCATED PRIOR TO SETTING OR CONSIMICTM 10.ALL FITTINGS SHALL INCLUDE MEGALUG CONNECTORS. 300 FEET LIME SERFS SHALL BE COMPLETED BY A INDEPENDENT LABORATORY MRIOYED BY THE NET TIDIES, IF ADJUSTMENT IN GRADE O LITERAL IS REQUIRED,A REVISE)DESIGN BY THE ENGINEER O I I ALL FINE HYDRANTS SHALL BE NSTALUD WITH A 24'X 24'SQUARE RENEWED CONCRETE WAD. CITY.411M MAY BE USED IN UEU OF LIVE SERIES TESTING. SUBGRACE SHALL HE COVERED WITH RECOD SHALL BE SUBWTIED TO THE CRY FOR APPROVAL 12 ALL WATER ONES SHALL BE SWABBED 0 THE PRESENCE OF THE INSPECTOR PRIOR TO MCHEULL. PANG WITHIN 14 DAYS OR SU CFADE SHALL BE REWORKED AND HETESIEO. 11.FRO FORCED CONCRETE PPE CUSS II IS APPROVED WITHIN THE CITY. 7.ONE TREATED S BGRADE SHALL BE COMPACTED TO A DNSM OF NOT LESS NATO 95 PERCENT OF 11COWR TV NSKCTION SHALL BE COMPLETED A THE STORM SEWER IN THE PRESENCE O CITY BCFIEMW4*40 WALy9 THE MAXIMUM DENSITY AS DETERMINED BY A51W D 698E MOISTURE CONTENT SHALL BE WITHIN-2 TO REFARSENTAl1VE AND THE GROWN INDA SHALL E GIVEN TO THE CITY AT THE COMPLETION 1.CONCRETE-UK"COMPRESSIVE STRENGTH OF JACK P.S.I.0 28 DAYS, 44 O OPTIMUM. DENSITY TEST RESULTS SHAM BE COMPLETED BY AN INDEPENDENT LABORATORY OF THE INSPECTION APPROVED BF NE ON. AL RESULTS SHALL E PROVIDED TO THE CITY SUECAWE TESTING SHALL 813YOLIR ATTENTION 15 DIRECTED TO SUMMON ORDINANCE SMON 51C STORM DRAWIGE AND WATER 2.REINFORCEMENT-ASTM A-36. CE BE N ACCODW NTH KCTCOG ITC 3015,1 SUDGPADE QUALItt CONTROLS.IN THE ELEVENTH MONTH O if SECOND YEAR OF THE REWIRED TWO-YE/R MAINTENANCE BOND.THE DEVELOPER SHALL BE RESPONSIBLE FOR RDFGVNG ANY SIGNIFICANT BUILD-UP OF SEDIMENT OR 1 MASONRY-COIPRESSNE STRENGTH yEAL BE PRESCRBII IN ITEM 2.3.6 SPECIAL PROVISIONS. 8.LIE TRWMNGS ARE MCI ACCEPTABLE FOR NOY USE. DBMS FROM DRAINAGE IMPROVEMENTS MIN EXCEPTIONS AS DESIGNATED.THE FUNDING SHALL BE BORE BY THE DEVELOPER AND SHALL BE ACCOMPLISHED BY COLOR N INSPECTION IN THE PRESENCE O A Cltt REPRESENTATIVE 4 VINO LOAD FOR DES"-20 PSE 9.ALL FILL SHALL BE 0 TOCHEED BY LIFTS ALA METHODS.TES. YAWLY 1005E O FOR AND THE OICHAL MEDIA SHALL BE GIVEN TO THE CITY'AT THE COMPLETION OF DIE IMKIGION. COMPACTION LABORATORY STALL E B ACHES. ALL LIES SHALL BE TESTED FORE AS 8Y A NOPDDENS 5.PIER BEARING STRESSES-SEE INDEX SCREENING WALL NOTES UBgUTONY APPROVED EY RE Ctt. DEN9tt PEOXNOg4F SHALL E AS 9DM OR THE PLANS FOR THE TYPE O MATERIAL CALLED FOR N THE PLAN. SHWA W BREWER 6.MORE,-TYPE Y. 10,AL DAMNED AREAS OF R~WORM SHALL HWE GRASS ESTABU9471 HOFpA1BY. I.ALL SEWER LIES CROSSING POTABLE OTFRMES SHALL BE AS SIDWR N THE PLANS AND MEET TCEO GROSS SHALL MEET THE RCOARENE(15 O ITEM 202E LAMSCAPNG,O NCTLOG SPEOFKATDNS. X CUNEMENS. 7.PROVIDE CONTROL JOINSS AT 50 FEET FOURTH EDITION OR THE AMENDEDUORE 2 PIPES B INCHES THROUGH 15 INCHES S ALL BE N ACCORDANCE WITH ASM D3034 WITH A WI/MUM SON OF 35 OR ASTIR OS350 AND DE 34"C. S.PNOADE EXPNGON JOINS AT 200 FEET CENTER WKWUI 11.ALL AREAS TO BE EXCAVATED OR FLIED SHALL HAVE ENO"CORIROL PLACED PRIOR TO 3.PIPES LARGER THAN 12 ACHES THROUGH A6 NOTES SHALL BE N ACCORDANCE WITH ASTIR STANDARDS F579. COMMENCING EMTMIOLK. EW9ON CONTROL DACES SHALL BE MAINTAINED 1HR0004OT THE F794,PRO,AND D33SO/OF 345434 C 9.PROVIDE PIER NTH YINWM 9 FOOT W/24 NON DIN METER BELL IN CLAY OR OTHER MATERIAL EXCEPT PROJECT N ACCORDANCE WITH NCTCOG NEW 201,FOURTH EDITION OR AS AMENDED, 4 YWHMUES SHALL BE PRECAST ALL VARIOUS SHALL BE OUTER TIGHT. NEW MANHOLES SHALL MANE BRAE SHALL 6 FOOT MINYW WIN 3 FOOT MOWN INTO BLE SHALE. A SEALED. ALL RING AU COVERS SHALL INCLUDE A INTERNAL CHIMNEY SEA. ®12.ALL SIDEWALKS SHALL BE 5'AIDE AND INCLUDE BIMMER REF RAPS AT NTERSECDNG STREETS, 5,ALL PIPE OPENINGS IN"HOLES SHALL INCLUDE COUPLNGS ON V RING RUBBER GASKETS. 10,ALL EXPOSED CONCRETE SHALL BE CLASS 2 RUBBED FINSHED SURFACE. AUEYS,ORNCWAYS.ETC. BARER FREE RAMPS SHALL MEET CURRENT ADA REQUIREMENTS,BE 6.STLWUTS OUT OF WNHOFS SHALL FIE FITTED WTH A ST"AND CAP. STACUS STALL BE A MINIMUM NSTAILED BY THE DEVELOPER AND MEET THE TEXAS DEAR,OFUCENSNG REGIKAFOMS. O 5 FfIT FROM"HOLE AND BE SUPPORTED BY A CONCRETE MOLE. 11.SDEWALKS ADJACENT TO WALLS MUST BE 5-FOOT YWIYM WIDTH FROM ALL PORTIONS OF WALL 7. LL GLOP W4f1OLES SHALT BE OF THE LX930W AWE. (INCLUDING PILASTERS,COLUMNS,ETC). 11 SIDEWALKS SHAM BE DOWELED INTO PAME ENT WHERE IT ABUTS ORNEWAYS. EXPANSION JOWT 6.WA HOES SHALL BE VENTED N ACCORDANCE MTH TCEQ REQUIREMENTS. MATERIAL SHALL E USED AT THESE LOCATIONS. 9 ALL SWIFARY SEWER PIPE SHALL BE TESTED(NCTCOG ITEM 5075)AFTER COMSIRUCUM TESTING SHALL 12.MAXIMUM PLASTER SPACING 40 FEET. INCLUDE PRESSURE TESTING,YNDREL TEST(TCEO REQUIRED)AND COLOR TV INSPECTION. COLON N 1J.WALLS SHALL NOT BE NEED IN THE VISIBILITY DISORIENT OR STREET FIGHT OF WAY. 8 14,WED VEHICLES SHALL BE PERMITTED ON CONCRETE PAVEMENT MRIOUT APPROVAL FROM THE INSPECRON SHALL BE CON LETED N PRESENCE OF CITY REPRESENTATIVE AND THE ORIGINAL MEDIA CITY. THE CTY WILL INIE OEHAMNATON BASED W CONCRETE DOW REPORT, SHALL BE OVEN TO RE CITY AT THE COMPLETION OF THE INSPECTION 14.THE WALL SHALL BE A MINIMUM O EIGHT FEET IN HEIGHT AS MEASURED FROM THE NEAREST ALLEY SEWER SHALL BE RE-NSPECTED AFTER INSTALLATION OF FRANCHISE UTLITIES AM TEST ONLY. EDGE OR SIDO UX GRADE.WHICHEVER 15 THE HIGHER. THE COLOR O THE WALL SHALL E UN EED TO AX IS.CONCRETE YIX DESIGN SHALL BE SUBMITTED FOR RENEW PRIOR TO PECOSBO'ION 10.MANHOLES SHALL BE VACWY TESTED IN THE PRESENCE O THE CITY REPRESENTATIVE. FARM-TOE COD45,EIICLVaNf GRAY,GREDI AND WHITE. FIE COLOR OF THE WALL SHALL BE UNIFORMMEETING.REWSE THE FIRST PARAGRAPH OF NCTCOG SPEC 303.2 1.3 LOUSE AGGREGATE TO READ ®" NO W-OF-SIR OENIOUTS MLL BE ALLOWED. TERMINATE SEWER LINES WITH A HOLE. OF LIMESTONELIMESTONESHALL CONSTITUTE 100W OF THE COHSE MCREGI ON EACH S1OE A THOROUGHFARE FOR THE ENTIRE LENGTH BETWEEN WMECTNG THOROUGHFARES. IS,AL PAYING FOR PAINTING SHALL BE HIM,5'THICK 3,600 P.S.I.CONCRETE SMELT TO OTY I.STREET LENT FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE NTH OUT ELECTRIC ALES S OTHERWISE WARNED BY THE O ORK TYS PARK WS D OFPARTMEW. NE FINISH THE WALL a ENGNER APPROVAL. DERAIL AND NOTES FOR 25'OR 30'MOUNTING HDGII ROUND STEEL POLE. ST44L BL CONSISTENT ON NL SUFACE$, I.PROVIDE SQUARE CONCRETE HOW STRIP 16'FROM OUTSIDE OF POEE TO CORNER USING I7.ALL ARM NO NSCID1 PAYING.MESS THAN ALL FRANCHISE E THE EASEMENTS.SFl4L BE 15.F WROUGHT ROR FENCING S 1D BE UTILIZED ON REQUIRED SCRDNRNG,ALL"OUGHT IRON MUST BE "CONCRETE i0 A DENSITY O NOT LESS TH41 92 PERCENT O THE WXMW ON22. 3,QIDD P.SU.CONCRETE WITH BARS 0 1R'AND 6'EXPANSION ORDINANCE SOLD STOCK,NO TUBULAR SIM MLL E ALLOWED. IS,.COCREE RATS SHAM CONFORM 10 NOWT FORA EDmOR ITEMS ION F 522E 3.SUBOIVSIOII STREET LIGHTING STREETS T LONFORII 7D iK TONING ORDINADE OM STREET LIGHTING SHALL E 0 SH L CLRE REMOVE SFRIOR SECTION REWRID FOR NE COXSIN E CAR W A IF THE RNM PRO�DFD AOL ROLS O FML ATNE POLES PA INGITI RANGING DEVELOPMENTS.50FETO INK NAY ETWMATIOM SHALL NO E EYO.LD FROR N 7 DAYS O CONSTRUCTION O THE OBVCWAT.IF THE AON MY PLA D ON CONTROLS S ON ESO F THE POLES NTH SPRING HANGING FROM 250 FELT TD lS0 FEET BETWEEN NIGHTS AptA IS NOT CONSTRUCTED MNN THIS TIME FRAME AND EXCAVATION HAS BEEN WADE.E%GVATDN SHILL BE PLACED OR ENGINEER 6 A SHOES O TFE STREET.A STREET LIGHTING MENT MIST DE SUN AN F THE AC IEEELWA THEEUt FOR AR HTING A y YEA, REPLACED A ILL SUCH THE CONSTRUCTION COMMENCES. THE NCITYOP ENT POSH S AUTHORIZED 10,TER THE DISTANCE REQUIREMENT IF EFIIED IN AN FEFOTf l0 REHEAR THE BEST UI:NINMC m UA4N ®20,MAXIMUM TEMPERATURE O THE CONCRETE FOR PLACEMENT SHALL E RV F AS SPECIFEO N AAPMIGEMEM POSSIBLE' MAIM TXWT 2O4 EDITOR 9 360.4 PARAGRAPH GA TEMPERATURE RESTRICTIONS. DL•TALB ®21.PANG EWNENT REQUIRED SHALL BE AS SPECHTED IN IXDOT 2004 EDITION UNDER ITEM 350.3 SPECK DETAILS OR MODIFICATIONS TO THEY STANDARD DETAILS TO E UTILIZED ON IMP 22,WATER IMFLTIOR O 91BCNDF Br qtt ENGINEER APPROVAL ONLY GWEN PROJECT SHALL E 9UBNTED TO THE CITY FOR APPROVAL FOR USE, wN ®23.SIAGRAOE UNDER FIRE LAJNES SHALL MEET THE PAVING SUBiRAD REQUIREMENTS OR ONE ®BTRBBT&VN OPCCII7GATID/MN NXIUGHNL INCH OFOMCREIE MAY BE USED. STREET HAVE$06 FOR AL INTERSECIIONS BY N ON E CONSTRUCTION OF SUROAASKN SHALL BE FOS ED AND INSTALLED ENTIE ®24 SLROWE UNDER PAINING AREAS SHALL BE DRERMNDED BY A OOTEOI REPORT. DEAL",THE INSTALLATION OF THE STREET SINS MUST BE PROR TO THE FROM!ACCEPTANCE O THE BIBOVI ON.THE LEGEND CITY OF WYLIE, TEXAS LINED CFEANONEI9 SHALL CONTAIN THE MAKE OF THE STEO,ANY SUFFIX AS DESIGNATED ON THE PUN,AND TIE BOCK MAZER AS ASSIGNED BY THE CO. I.COISTRILLION JOINT SHOWN N DETAILS FOR CONVENIENCE ONLY.MONOLITHIC CONSTRUCTION THE SIGN FACE SHALL BE HP PRISMATIC WHTE W!BWE EC FILM WITH CITY L000.THE SON R BEINCH ND PLATE SHALL 9 ES TALL A 0.080 INCHES MAY BEUSED. THICK FLAT BLADE ALUIW N ON. .THE STREET WE SHALL BE INCH UPPER CASE LETTERS THE SUFFIX AND BLOCK LETTERS STANDARD CONSTRUCTION DETAILS 2.ALL VISIBLE SURFACES JEALL BE TRAVEL FNISH. SHALL BE 3 INCHES,ALL LETTERS SHALL BE OFFER THE SONS SHALL E MOUNTED ON A 2 NCH BY 12 FOOT SQUARE RUST ON A 225 _ 3.ALL REINFORCING STEEL SHALL E 3/0'DIAMETER AO RAKED 12'CENTER TO CENTER BON INCH B+36 INCH SOAK GROMD ANCHOR AND 2.5 INCH BY 18 INCH SLEEVE.THE ANCHOR POST SHALL BE DRIVEN INTO THE GROUND WAYS UNUS5 OTHERWISE SPECIFIED AT A DEPTH O 30 FRIES,THE STREET NAVE SFKL BE MOUNTED TO FEET FROM THE TOP OF THE CURB MEASURED TO THE 81 OF GENERAL NOTES THE LOWEST SCAN SIGNS SHALL BE WWTED ON SQUARE POSTS USING DRIVE RIVETS'WASHER,SPACE AND CHERRY DATE RIVETS TO PARK BOULEVARD EXTENSION 4.IF WOOD FORMS ARE USED WITH CONSTRUCTION JOINT,VEY SHOL EMU,2'N',AND SHAM ATTACH ENDS OF SIGN TOGETHER. DATE: ARIL.ZOOS STp_Qp� NOT BEREMOVED UNTIL CONCRETE OR SLOPES IS READY TO BE PEACE. NOTES 1.THESE GENERAL NOTES ARE CITY OF WYLIE STANDARDS AND SHALL NOT SUPERSEDE REQUIREMENTS NOTED ELSEWHERE IN THE PLANS.IN THE CASE OF CONFLICTS. THE MORE EXPENSIVE AND/OR MORE STRINGENT CITY OF WYLIE REQUIREMENT SHALL APPLY. GENERAL NOTES •■ �%PMKWOOD BLVD.WURE NOa WLRCZ2q,TX HALFF )F9H-MNt FAX E41171- TIR EFIRIA1.1- TRAY W']N0921 WTOAOXt AK N'DW'M021 4rwA N CONTRAc7NP, u..e 35192 NNET 3 ,F 488 GNTS-01 --------------------------------------------------------------------------------------------------------------------------------------------------------------------- + This totoble is primarily required for overpass projects. - Dl Profiles Is not rewired for und erpass projects If the provided Plan and sheets indicate this Information at a minimum of every 100 ft and FOR BRIDGES WITH DESIGNATED EXTERIOR W1� Excavation Permitted within bounds including 1500 ft before and after the limits of trockwork. v, SIDEWALKS,THE RAILROAD MAY REOIXRE E of Track This W! n A CURVED THE TABLE OF TOP OF RAIL PROFILE + Y 15'-6'(Main Line Track) (STATIONS INCREASE WITH MILEPOST INCREASE) m FENCE POST 12'-6'Other Ground Profile MAW LINE CLOSED CONCRETE PARAPET ALIGNMENT: L FT RAIL ALIGNMENT: RI HT RAIL Gat BARRIER RAIL OVER Sample 100'STATIONS ELEVATION 100'STATIONS ELEVATION RAILROAD RIGHT-OF-MAY 7-9• Excavation 0+00 DATA FLO 0+00 DATA FLD Base of Rail 1+00 DATA FLD 1+00 DATA FLD m c SHOULDER IVIN I'-6•UPRR k KCS 2+00 DATA FLD 2+00 DATA FLD + a �, 3+ DATA FLD 3+ DATA FLD 18'BNSF 4 DATA FLD 4 DATA FLD to GENERAL SHORING NOTES: I I Shoring to comply with a DATA FLD DATA FLD "I c OSHA requirements o 0 0 DATA FLD 00 DATA FLD 2 - +00 DATA FLD +00 DATA FLD 1.All dimensions are measured perpendicular to gl of Track. 8*00 DATA FLD a+oo DATA FLD „TYPICAL FENCE ON BARRIER DETAIL I mIg c� 9+00 DATA FLD 9+00 DATA FLD 1. 2.Prior to commencing any work,submit for approval I.5 gl k N a� 0+00 DATA FLO 0+00 DATA FLD ONLY REOUIRED ON OVERPASSES IF SHOWN ON BRIDGE by the Rallroad detailed plans Indicating the nature NI O 0+00 mla DATA FLD 0+00 DATA FLD Z LAYOUT.(AREAS WITH PEDESTRIANS ON BRIDGE.RAIL and extent of the track protection shoring N 0+00 DATA FLD 0+00 DATA FLD YARDS.OR HISTORY OF VANDALISM) proposed.Install the temporary shoring system per Zone A Shoring glo 0+00 DATA FLD 0+00 DATA FLD the op Droved plans.Comply with design requirements �, NO CONSTRUCTION ACTIVITIES OR OTHER - in SECTION IV(SHORING)OF THE KCSR GUIDELINES FOR DESIGN �� 0+ DATA FLDA-++01��) DATA FLD OBSTRUCTION SHALL BE PLACED WITHIN AND CONSTRUCTION OF OVERPASSES AND UNDERPASSES. 0 DATA FLDDATA FLO THESE LIMITS Zone A Zone B DATA FLDDATA FLD 3.For excavations which encroach into Zone A or __ 0 DATA FLDDATA FLD B,provide shoring plans and design calculations. Shoring must be designed for Only vertical +00 DATA FLODATA FLD Plans and calculations must be signed and Railroad live load surcharge in shoring willbe permitted ; 0+00 DATA FLDDATA FLD pealed by a Professional Engineer registered addition to OSHA Standard loads for excavation in this 0+00 DATA FLDDATA FLD in the State of Texas, for excavation in Zone A. zone.(no sloping cuts). 0+00 DATA FLD 0+00 DATA FLD APPLICABLE RAILROAD LIVE LOAD.COOPER E80 Shoring to comply with OSHA requirements p 10+00 DATA FLD o 10+00 DATA FLD GENERAL EXCAVATION ZONES 11+00 DATA FLD 11+00 DATA FLD ¢ Track 12+00 DATA FLO 12+00 DATA FLD G E N E R A L S H 0 R IN G R E 0 U I R E M E N T S + 13+00 DATA FLD 13+0 DATA FLD 14+0 DATA FLD 14+ DATA fLID RAILROAD GENERAL NOTES: " t15 DATA FLDDATA FLO DATA FLD DATA FLDOPOFI.Railroad review and opprovolof shoring,erection,demolltion, o o- DATA FLD 1+00 DATA FLD RAILnd falsework is required.Allow a minimum of four weeks for DATA FLD 18+00 DATA FLD the review and approvalof each submittal. 0 DATA FLD 19+00 DATA FLD r 2.The proposed grade separation project shollnot Increase The 2+DO DATA FLD 20+00 DATA FLD quantity and /or characteristics of The flow In the Railroad's 12 t EXISTING TRACK STA.10+00 MINIMUM CONSTRUCTION CLEARANCE ENVELOPE ditches and/or drainage structures.In the rare event that a -c CONSTRUCTION STA.XX+XX (NORMAL TO RAILROAD) grade separation project will Increase the quantity and/or I5'-O'IUPRR),(BNSF)Ondi4'-O'(KCSI characteristics of flow in such elements,such 0 design must FOR THE FOLLOWING INFORMATION PLEASE REFER TO THE PLAN AND ELEVATION DRAWINGS OF be reviewed and approved by the Railroad. THE BRIDGE PLANS. THE PLAN AND ELEVATION DRAW ND DRAWINGS SHALL SHOW ALL REQUIRED GENERAL NOTES: INFORMATION PER KCSR GUIDELINES FOR THE DESIGN A CONSTRUCTION OF OVERPASSES Design and Construction for Railroad Projects shallbe in 3.Verify the elevation of the existing top-of-rallproflle before AND UNDERPASSES accordance with the AREMA Manuel for Railway Engineering and beginning construction.8ring alldiscrepancies to the Kansas City Southern Guidelines for the Design and Construction attention of the Rallroad prior to construction. I.Centerline of bridge and/or centerline of project. of Overpasses and Underposses,and the TxDOT Standard 2.Track layout and limits of Railroad right of way with respect to Specifications for Construction and Maintenance of Highways,Streets 4.Submit a proposed method of erosion and sediment centerline of main lines. and Bridges AS APPLICABLE TO THE RAILROAD COMPANY INVOLVED. controlfor approvalby the Railroad. 3.Future tracks.occess roadways and existing tracks as main line•slding• See BNSF/UPRR Guidelines for Grade SeDaratlon Projects Plan spur,etc. No.711100 and TxDOT Railroad Fence Details Sheet for additional 5.Desi n and construct allshorin systems that Impact the 4.Point of minumum vertical clearance antl distance,Measure0 perpendicular, 9 9 Y D Information.A curved Top fence extending atraffic 8'-0'above top of sidewalk Railroad's operations and/orRai support the Railroad's from the centerline of nearest track. si acceptable only where there I6 o traffic roil between roadway orb embankment per current Railroad Guidelines for Temporary S.Horizontal clearance at right angle from centerline of nearest existing D D Y sidewalk. Shoring. or future track to the face of obstruction such as substructure above grade. See Kansas City Southern Guidelines for the Design and 6.Horliontalclearance at right angle from centerline of nearest existing Construction of Overpasses and Underpasses for corresponding 6.Comply with Railroad Demolition Guidelines for all or future Track on below grade. BNSF/UPRR sheets referenced. demolitions within the Railroad's right of way and/or demolition 7.Horizontal spacing at the face of nearest to right-angle between centerlines of existing and/or that may impact the Railroad's tracks or operations. future tracks. 8.Limits at shoring and minimum distance at right angle from centerline of SHEET 1 OF 3 7.Design erection methods over the Railroad's right of way nearest track. to cause no Interruption To the Railroad's operation,enabling 9.All existing facilities and utilities and their proposed relocation,if required. �• the track(s)to remain open to traffic per the Railroad's ID.Toe of riprop or earth slope and/or limits of retaining wall. MW/ requirements.Coordinate construction work windows with the II.Exist and proposed contours.(not required If the existing groundlines ,TAN a D/11Melr Railroad's Designated Representative. or drainage characteristics in Railroad ROW willnot be altered). RAILROAD REQUIREMENTS 12.Rallroad Milepost and direction of Increasing Milepost. B.Design allconstructlon phasing that may impact the Railroad operations 13.01rection of flow for alldrainage systems within project limits. t0 cause no interruption to the Railroad's operations.enabling the 14.Limits of barrier ralland fence with respect to centerline of track. FOR trockls)to remain open To traffic per the Railroad's requirements. 15.Depth of foundation below bottom of tie.(for footings only) Coordinate construction work windows with the Railroad's Designated 16.Top and bottom of pier protection wollelevation relative To top of railelevation. BRIDGE CONSTRUCTION Representative. Controlling dimensions of drainage ditches and/or drainage structures. 18.Top of rail elevations for alltracks. 9.Comply with minimum construction clearances for folsework 19.Minimum permanent vertical clearance above top of high railto the lowest outlined in the Railroad's Guidelines. point under the bridge. 20.Existing and proposed groundline 8 roadway profile. 10.Verify allpermonent clearances before project closing. 21.Type of riprop slope paving. a T!b T o,T,00T ftTxOor a 7xIXT 22.Location of deck drains. ©TxWT kt a 20M 11.For Railroad coordination please refer to Sheets 2 and 3 and the 23.Total width of superstructure. R TxDOT Standard Specifications. 24.Width of shoulder and/or sidewalk. Morcn 2020 -_____________________________________________________________________________________________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------------------------------------- PART I - GENERAL 3.02 RAILROAD OPERATIONS 1.01 DESCRIPTION A.Trains and/or equipment are expected on any track,at any 3.04 INSURANCE T Is project Includes construction work within the right of o tlme.ln either direction.Become familiar With the train Do not begin work upon or over Railroad Right of Way untllfurnlehin j g way schedules In this location and structure bid assuming g g V g and/or propertlas of the Rallrood Company ono atljacant to ifs Intermittent track windows In this perlod.a6 defined In the Railroad with the Insurance Dollclea,binders,certiflcotes and trogka.wire lines and other facilities.These sheets describe Paragraph B that follows. endorse men to required by the 'Contractor's Right of Entry Agreement', the minimum aDeclal requiramenl3 for coordination with the Railroad antl until the Rallrood Designated Representative has otivlsetl Collin County that when working upon.over or under Railroad Right of Way or when B.AIIrallroad tracks within and adjacent to the contract site such Insurance Is In accordance with the Agreement. Impacting current or future railroad operations.Coordinate with are active.and roll traffic over these facilities An llbe the Railroad while performing the work outlined herein,and afford maintained throughout the Project.Activ)ties may Include the same cooperation with the Railroad as Ith Collin County.Complete all both through moves and switching moves to local customers. submittals and work In accordance with TxDOT Standard Specifications. Railroad traffic and operations wllloccur continuously 3.05 RAILROAD SAFETY ORIENTATION Railroad Guidelines and AREMA recommendations as modified by these throughout the day and night on these tracks and shallbe minimum specialrequirements or as directed In writing by the Railroad maintained at alitimes as defined herein.Coordinate and A. Complete the Railroad's course'Orientation for Contractor's Safety', Designated Representative. schedule the work so that construction activities do not and maintain current reglstratlon prior to working on the Railroad's For purposes of this pro ect.the Rallroatl Desl Interfere with railroad operations. property.This course Is required to be completed annually by j gnatetl Representative Contractor and Subcontractor personnelworking on Site. Is the person or persona designated by the Railroad Manager of Industry C.Coordinate work windows with Collin County and the Railroad's and Public Projects to handle specific tcaka related to the project. Designated Representative. Types of work windows Include 'UPRR,BNSF,KCS/TEKMEK wlllnot accept on-track safety training Condltlonal Wark Windows and Absolute Work Windows,as defined Delowr cerilficatea from other Roilroods.Refer to each Railroad's specific Michael Mar tin contractor right of entry for training Information: Manager of Public Projects 1.Conditional Work Window:A Condltlonal Work Window Is a The Kansas City Southern Rollwoy Company period of time that railroad operations have priority over B. Know and follow the 'Contractor's Right Of Entry Agreement'EXHIBIT D. 427 West 121h Street,Konaaa City,MO 64I05 construction activities.When construction activities may MINIMUM SAFETY REQUIREMENTS regarding clothing.personal protective Office:816.983.1138 occur on and/or adjacent to the railroad tracks within 25 feet equipment,and general safety requirements. Email mmortinskceouthern.com of the nearest track,a railroad flag person will be required. At the direction of the Railroad's flag person,upon approach of a train,and when trains are present on the tracks.the tracks must be cleared(i.e.,no construction equipment,materials or 1.02 REQUEST FOR INFORMATION/ CLARIFICATION personnel within 25 feet,or q3 directetl by the Railroad 3.06 COOPERATION Deslgnated Representative,from the tracks).Conditional Work The Railroad will cooperate With Contractor so that work a be conducted Submit Requests for Information VRFI')involving work within any Windows ore available for the Project. may Railroad Right of Way to the Collin County Engineer. The Collin County Engineer In an efficient manner,and will cooperate with Contractor In enabling wlllsubmit the RFlto the Railroad Designated Representative for 2.Absolute Work Wlndowl An Absolute Work Window Is a period of use of Railroad Right of Way In performing the work. review and approval for RFI's corresponding to work within Railroad time thot construction activities ore given priority over Right of Way.Allow six(6)weeks total time for review and approval, railroad operations.During this time frame,the designated 3.07 MINIMUM CONSTRUCTION CLEARANCES FOR FALSEWORK AND OTHER which Includes four(4)weeks for review and approvalby the Railroad. roll road truckle)will be Inactive for train movements and TEMPORARY STRUCTURES may be fouled by the Contractor.At the end of an Absolute Work Window,the railroad tracks and/or signals must be completely Abide by the following minimum temporary clearances during the course 1.03 PLANS/ SPECIFICATIONS operationalfor train operations and all Railroad.Public Utilities of construction: Commission(PUC)and FRA requirements,codes and regulations A.15,-0'(BNSF)(UPRR),and 14'-0'(KCS)horizontal from Collin County has received written Railroad approval of the plans and for operational tracks must be satisfied.In the situation where the centerline of track apeclficatlons for this project.Any revisions or chcngea In operating tracks and/or signals have been affected,the Railroad B.22'-0'(KCS)and 21'-6'(UPRR s BNSF)vertically above top of rail. the plops after award of the Contract must have the opprovoloy illperform Inspections of the Work prior to placing that track back Collin County and the Railroad. Into service.A railroad flag person willbe required for construction For construction clearance less than listed above,obtaln local octivltles reculring on Abaolute Work Window.Absolute Work Railroad Operating Unit review and approval. Windows wlllnot Generally be granted.Any request wlllrequlre a PART 2 - UTILITIES AND FIBER OPTIC detailed explanation for Railroad review. 3.08 APPROVAL OF REDUCED CLEARANCES Construct allutllity installations In accordance with current 3.03 RIGHT OF ENTRY,ADVANCE NOTICE AND WORK STOPPAGES A.Maintain minimum track clearances during construction as AREMA recommendations.Railroad.Collin County and owning utility specified In Section 3.07. specifications and requirements.Railroad general guidelines A.Do not perform any work within Railroad Right of Way without a valid con be found on the Railroad's website or by contacting the executed Right of Entry Agreement If required on this project. B.Submit any proposed Infringement on the specified minimum Railroad Designated Representative. Obtain Railroad Right of Entry Permit by contacting: clearances to the Railroad Designated Representative through Denise Case Collin County at least 30 days In advance of the work.Do not proceed PART 3 - CONSTRUCTION Permit Manger with such Infringement without written opprovolby the Railroad JLL -Roll Practice Group Designated Representative. 3.01 GENERAL 4200 Buckingham Rood.Suite 110.Fort Worth,TX 76155 Phone:(817)230-2614 C.Do not commence work Involving an approved Infringement until A.Perform oil work In compliance with all applicable Railroad, Email:Denlae.Coseeom.jll.com receiving written assurance from the Railroad Designated FRA(Federal Rallray Administration)and Tx00T rules and OR ODDN online otthttps://kcspermit.Ilirpg.com Representative that arrangements hove been made for any regulations.Arrange and conduct work In a manner that does necessary flogging service. not endanger or Interfere with the safe operation of the tracks and B.Give advance notice a the Railroad os requlrea In the'Contractor's proDert of the Railroad and the traffic moving Right of Entry Agreement'before commencing work In connection with - y ng on such tracks.or construction upon or over Rallrood Right of Way and observe the the wires,signals and other property of the Railroad.Its tenants or Railroad's rules and requlations with respect thereto. Iicenseea,at or In the vicinity of the Work. The safe operation of Railroad's train movements takes precedence over any work to be C.Perform allwork upon Railroad Right of Way In a manner to avoid performed by the Contractor. The Contractor Is responsible for train Interference with or endanger the operations of the Railroad. delay coat and lost revenue claims due to any delays or Interruption Whenever work may affect the operations or safety of trains,submit of train operations resulting from Contractor's construction or other the work method to the Railroad Designated Representative for approval. activities. Approvoldoes not relieve the Contractor from liability.Do not B.Constructlon activities within 25 feet of the operational frocks commence any work which requires flogging service or Inspection service wlllonly be allowed If absolutely necessary and the Rollroo0's untllthe flogging protection required by the Railroad Is available Designatetl Representative grants approval.Construction activities at the Job site.Sae Section 3.iB for railroad flogging requirements. within 25 feet of the operations tracks)do not allow the D.Make requests In writing for both Absolute and ConditlonalWork Windows, tracks to stay operational.In such cases,coordination and at least 30 days In advance of any work.Include In the Written request: approvalby the Railroad Track Manager Is required With regard I.Exactly what the cork entails. SHEET 2 OF 3 to schedule,flagqing,and slow orders.See Sections 3.07 and 2.The days and hours that work wlllbe performed. - 3.08 for additional Information. 3.The exact location of work,and proximity to the frocks. ReTI C.Provide track protection for all work equipment (Including rubber 4.The type of window requested and the amount of time requested. d DZe. tired equipment)operating within 25 feet from nearest rail.When 5.The designated contact person. not in use.keep Contractor's machinery and materials at least 50 feet Provide a written confirmation notice to the Railroad at least 48 hours RAILROAD REQUIREMENTS from the Railroad's nearest track. before commencing work In connection with approved work windows when work within 25 feet of nearest rail.Perform allwork in accordance D.Vehicub Isr crossings of railroad truck Ore allowed only at existing with previously approved work plans. F 0 R crossings.or haul rood crossings developed with railroad approval. E.The Contractor Is also advised that new railroad facilities E.Make Drovislons to protect operations and property of the Rallrood should FOR BRIDGE CONSTRUCTION within the project may be built by the Railroad.If applicable, a con0ltlon arising from,or In connection with the work,rewire Immediate these facilities are delineated In the plans.Be aware of the and unusual action.If In the judgment of the Railroad Designated Representative limits f reaDonalre deli and coordinate p efforts with the such provisions are Insufficient,the Railroad Designated Representative may Rallrood and Catlin County, require or provide such Drovislons as deemed necessary.In any event,such provisions shallbe at the Contractor's expense and without cost to the Railroad or Collin County. The Railroad or Collin County shollhove the right to order TxOaT ,IxWT IxpOi wTxD01 the Contractor to temporarily cease operations In the event of an emergency ' Ti00i OcroDsr 2011 or,If In the opinion of the Railroad Designated Representative,the Contractor's operations could endanger railroad operations.In the event Moran 2020 of such an order,Immediately notify Collin County of the order. ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 3.09 CONSTRUCTION AND AS-BUILT SUBMITTALS 3.10 APPROVAL OF DETAILS 3.15 COMMUNICATIONS AND SIGNAL LINES A.Provlde Collin County submittals for construction materials and Submit details of the construction affecting Railroad's tracks If required.the Railroad wlllfeorronge Its communications and signal procedures as outlined below and Indicated In TxDOT and property not already Included In the Contract Plans to the lines,Its grade crossing warning devices,train signals and tracks, Standard Specifications. Railroad Designated Representative through Collin County for the and facllitles that ore In use and maintained by the Railroad's forces Railroad's review and written opprovglbefor0 such work is undertaken. In connection with Its operation at expense of Collin County. This work by B.The tables below provide the Railroad's minimum submittal Allow a total six(6)weeks for re low antl approval Of these submittals, the Railroad,wlllbe done by Its own forces antl It Is not a part of the requirements for the construction Items noted. Submittal which Includes the Railroad's four(4)week review time. Work under this Contract. requirements are In addition to those specified elsewhere In these bid documents.The review times Indicated below 3.11 MAINTENANCE OF RAILROAD FACILITIES 3.16 TRAFFIC CONTROL represent the total time.including the Railroad's required four (4)weeks. A.Maintain all ditches and drainage structures free of silt or other Coordinate any operations that control traffic across or around obstructions resulting from Contractor's operations.Repair eroded railroad facilities with the Railroad Designated Representative. C.Collln County willforword relevant submittals to the Railroad areas and any other damage within Railroad Right of Way and repair Manager of Industry and Public Projects unless otherwise any other damage to the property of the Rollroad,or Its tenants. 3.17 CONSTRUCTION EXCAVATIONS AND BORING ACTIVITIES UNDER TRACK directed by the Railroad.Collin County and the Engineer of Record will review and Include comments prior to forwarding to the B.Perf Orm allsuch maintenance and repair of damages due to the A.Take special precaution and core in coMectlon with excavating Railroad.Submit Items In Table I for both railroad overpass Contractor's operations at Contractor's expense. and shoring.Excavations for construction Of footings.plers. and underpass projects.as applicable.Submit Items In Table 2 columns.walls or other faclllties that require shoring shall for railroad underpass projects only. C.Submit a proposed method of erosion control for review by the comply with requirements of T%DOT,OSHA,ARENA and Railroad Railroad prior to beginning any grading on the Project Site. 'Guidelines for Temporary Shoring'. Comply with olloppllcable Iocal.stote and federal regulations when developing and Implementlnq such erosion control. B.The project plans Indicate whether there are fiber Optic lines r other such telecommunications systems that require consideration. TABLE I-RAILROAD SUBMITTAL REQUIREMENTS FOR 3.12 SITE INSPECTIONS BY RAILROAD's DESIGNATED REPRESENTATIVE Regardless,contact the necessary call center to determine If OVERPASS d UNDERPASS PROJECTS such cable systems are present: ITEM DESCRIPTION I SETS REVIEW TIME A.In addition to the office reviews of construction submittals. site Inspections may be performed by the Railroad Designated KCS I-800-341-83i7 1 Shoring design and details 6 6 weeks Representative of significant points during construction, Texas One Call,a 24 hour number 2 Falsework design and details 6 6 weeks including the following If applicable: 49 hrs notice required,excluding weekends and holidays I.Pre-construction meetings. OR 3 Drainage design provisions 6 6 weeks 2.Pile driving/drilling of caissons or drilled shafts. Michael Martin 4 Erection diagrams and sequence 6 6 weeks 3.Reinforcement and concrete placement for railroad bridge Manager of Public Projects substructure and/or superstructure. The Kansas City Southern Railway Company 5 Demolition diagram and sequence 6 6 weeks 4.Erection of precast concrete or steel bridge superstructure. 427 West 12th Street,Kansas City,MO 64105 5.Placement Of waterproofing(prior to placing ballost on bridge deck). Office:816.913.1131 6.Completion of the bridge structure. Email:mmartinek csouthern.com TABLE 2-RAILROAD SUBMITTAL REQUIREMENTS FOR UNDERPASS PROJECTS B.Site Inspection is not limited to the milestone events listed above. If a telecommunications system Is burled anywhere on or near Railrood's ITEM DESCRIPTION SETS NOTES REVIEW TIME Slte vlslts to check progress of the work may be performed at any property,coordinate with Collin County,the Railroad and the Telecommunication time throughout the construction as deemed necessary by the Railroad. Compony(les)to arrange for relocation or protective measures prior to I Shop drawings 6 Steeland Concrete members 6 weeks beginning work on or near rallroad property.Refer to the project 2 Bearings 6 For allstructures 6 reeks C.Provide a detailed construction schedule,Including the proposed General Notes for ad di tional information. temporary horizontolond vertical clearances and construction sequence 3 Concrete Mix Designs 6 For allstructures 6 reeks for gllwork to Collin County for submlttalto the Railroad Designated C.Projects Involving a boring or Jack and bore operation under Rebar h Strand Represent -five for review prior to commencement of work.Include track such as drainage pipes or culverts and utilities require an 4 certifications 6 For superstructure only 6 weeks the anticipated dates when the above listed events will occur. Installation plan reviewed antl approved by the Railroad and Collin County Update this schedule for the above listed events a necessary and prior to proceeding with such construction.A railroad Inspector and 5 28 day concrete 6 For superstructure only 6 weeks each month at a minimum to allow the Railroad to schedule site Inspections. contractor-ossisted monitoring Of ground and track movement Is strength required to maintain safe passage of ralltraffic.Stop Installation and Waterproofing material 3.13 RAILROAD REPRESENTATIVES do not allow passage of trains If movements In excess of /41nch vertical 6 certif lCot101ts and 6 Waterproofing 8 protective 6 reeks Or I,rizontol Is detected In the tracks.immediately repair the damage Installation procedure boards Railroad representatives,conductors,or watch parson will to the satisfaction of Collin County and the Railroad before proceeding. be provided by the Railroad.at expense of Collin County,to protect Railroad's Structuralsteel All fracture critical members facilities,property and movements of Its trains or engines.In general, 7 certifications 6 6 other members requiring 6 weeks the Rollroad wlllfurnlsh such personnelor other protective In Improved notch toughness as follows: 3.18 RAILROAD FLAGGING Fabrication and Test All fracture crutical members A.When any part of any equipment 1s standing or being operated within Per the RIGHT OF ENTRY agreement for flogglnq,notify the Railroad 8 reports 6 6 other members requiring 6 weeks 25 feet,measured horizontally,from nearest roil of any track on which Representative at least 10 working days In advance of Contractor work Improved notch toughness trains may operate,or when any object Is off the ground and any and at least 30 working days In advance of any Contractor work In which Welding Procedures and dimension thereof could extend Inside the 25 foot Ilmit,or when any any person or equipment wlllbe within 25 feet of nearest rollor 8 Welder Certification 6 AWS requirements 6 reeks erectlon or construction activities are In progress within such limits, as specified In the Contractor Right of Entry (CROEI. regardless of elevation above or below track. 3.19 CLEANING OF RIGHT-OF-WAY Pile driving,drilled shaft Foundation Construction construction,bearing B.For any excavation below elevation of frock subgrode If.In the opinion When work is complete.remove all tools,Implements,and other 10 Reports or Notes 6 pressure test reports for 6 weeks of the Railroad Designated Representative.track or other railroad materials brought Into Railroad Right of Way and leave the spread footings to Ilitles may be subject to settlement or movement. Right of Way In a clean and presentable condition to the Compaction testing Must meet 95%maximum C.During any clearing.grubbing,excavation or grading In proximity to satisfaction of Collin County and the Railroad. 11 reports for backflll at 6 dry density,Modlfled 6 weeks Rollroad's facilities,which.In the opinion of the Railroad Designated abutments Procter ASTM 01557 Representative,may endanger railroad facilities or operations. O.Dur Ing any contractor's operations when.In the opinion of the Railroad D.Collin County shall submlt As-Built Records to the Railroad when Designated Representative.Railroad facilities.Including,but not limited Collin County has processed the final project plans. to.tracks,buildings,signals.wire lines,or pipe lines,may be endangered. These records shall consist of the following Items: Overpass Projects E.Arrange with the Railroad Designated Representative to provide the adequate SHEET 3 OF 3 number of flap persons to accomplish the work. �1 I.Elect conic rules of all ii design drawings with RM as constructed modis ficatcationsns snown,In Mlcrostotion J or 3.14 WALKWAYS REQUIRED DhIMO/l Acrobat PDF format. /Ko.j31Wpr9Wmtdn'MWporEWEbn 2.Hord copies of allstructure design drawings with Maintain along the Outer side of each exterior track of multiple operated as constructed modifications shown. track.and on each side of single operated tr-ck,an unobstructed continuous RAILROAD REQUIREMENTS Underpass Projects space suitable for trainman's use In walking along trains.extending to a FOR line not less than twelve feet 1121 from centerllne of track. I.Electronic files of all structure design drawings with Remove any temporary Impediments to walkways and track drainage encroachments as constructed modifications shown,in Microstatlon J or or obstructions allowed during work hours before the close of each work day. BRIDGE CONSTRUCTION Acrobat PDF format. Construct walkways with railings over open excavation areas when In close 2.Hard copies of oil structure design drawings with proximity of track.Do not violate allowable clearances of these rall(ngs as constructed modifications shown. to centerllne of truck:B'-6'horizontally for tangent track or 9'-6' 3.Final approved copies of shop drawings for concrete and horizontally for curved track. steel members. 4.Foundation Construction Reports 5.Compaction testing reports for backflll at abutments a TxOpT a r.00r r.por a Tmpr ®TFDaT October 2014 March 2020 i1 G v. _--------------------------------------------------------------------------------------------------------------------------------------------------------------------_ 0 100 200 300 400 \ \ , N HORIZONTAL SCALE IN FEET LEGEND CONTROL POINT PROPOSED R.O.W/OUTGRANT ESMT. ,I ' '� i • "'` -- EXIST.ACCESS/OUTGRANT ESMT. PROPOSED ACCESS ESMT. �I I I I X /✓y I \ \ —— EXIST.PROPERTY LINE \J PROP.RETAINING WALL PROP.PROJECT PAVING PROP.BRIDGE TO LL I I I / .•/ /�\\AAA\\\ I W_J NSTAILLED TOE SECURE MAINTAINED/ \\\\ U• PERIMETERS OF USACE AND , O j STA Ir'3\ J 1- NTMWD PROPERTIES PARKER RO INTERSECTION TO BE CONSTRUCTED WITH SURVEY CONTROL TABLE TXDOT FM 2514 PROJECT •/ \ o0 7.N OESC NOR7X EAST V-53290. �' P 0. } 104 5% 7064342.771 2567240.723 105 SX T064262 242 2566858165 g 115 S% 7065459.OB2 2571123.776 ✓�./y 125 SMN 7065248.879 2574832.823 \ 126 SX 7064347.382 257744T.512 S%4; oErsa w"u� / /� \\ \� 127 SMN 7065652.851 2576156.635 105 / -{ --- -- -1b5� Jam✓ I \ 128 SX 7067066.136 25781 i0.222 — I \J 129 SX 7063781.635 2578128266 534.54 STA 154.68 I I ' __ j 379 SX 7065412.034 2573671.035 534.89 BEGIN;ROADWAY PROJEC X- TOb -- I 380 Sx 7065916.811 25736TL175 535.52 x15ET CUT'IN CONCRETE SET'MAG 8:M1f'ds"o' NAIL TI NOTE51 / AAv I 1. THE BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM.NORTH CENTRAL ZONE NORTH AMERICAN DATUM OF 1983. COORDINATES AND DISTANCES SHOWN HERON ARE SURFACE ADJUSTED USING A COMBINED SCALE FACTOR OF 1.00015271.GPS TIES WERE MADE _ N TO CITY OF WYLIE MONUMENTS CMI d CM7 AS A HORIZONTAL CHECK.NO ADJUSTMENT WAS REQUIRED. a I \, — —__ ___— _—_�__ �--- -- L_ 1'. SKYVIEW DRIVE MOSES DRNE— — ----- \ r. __— - ..-: : � nodle iAa,�K.o P U74 ooH.D AM �. tl dd N — ' \ '107449 x ' a,w: s a o,.xE �� ------"^� ------ ryo „ic�usFurcr III I I j I NSE� PncneeAeITBPLISLvdmssrieyFiviFlli 11% uoro xaxt x,r.aD. '' '—] PARK BLVD I I L__ --JIS I g n ——— — — \ \ �. 1Ac "FOR GENCY APPROVAL ONLY — — — s NOT FOR CONSTRUCTION„ M.,err S PARK BOULEVARD EXTENSION ' I A,44 t 00 — — — 8 1 MIA AM jl I I j Z J \ "•" PROJECT T _ LAYOUT —N I I "\ BEGIN TO STA 223+00 J I I I 3 "Iwo,XYNOD VD,SURE 400 HALFF j vOl ' + ' TEL aiHS)0 I FAX I3Ul7%-0OYA T-11AM4E-312 D• Ov NT�.0 tMW Y]WA21 , V]M021 I I I I I .r.M..A. \ \ � AK WlMA11 r�1".300, �• roNTRAer No. a 35192 S SHEET 11 OF 488 PLSI-01 OIL i 380Sx 1 7 l PARK II L� 0 too 200 300 400 l 25 /y / Q? — BG HORIZONTAL SCALE IN FEET y A I u p ,a A. v w _ SMN� \ I I I I I I I I j �o pp qr 7 MAINTAIN SECURED PERIMETERS ON ' \ X USAGE AND INTMWD PROPERTIES MTYP.1 , T 5 \ X LEGEND vti SURVEY CONTROL TABLE 129 SX 7063781.6J5 2578I2&266 534.54 ® CONTROL POINT NOTES. PT.NO.DESC. NORTH EAST ELEV. 379 N. 7065412.034 2573671.035 534.89 -- PROPOSED fl.0.W/OUTGRANi ESMT. 104 SX 7064392.771 2567290.727 562.0 8 380 SX 7065916.811 2573671.175 575.52 I.THE BASIS OF BEARING IS THE TEXAS STATE IDS SX 70642B2.242 2566858.165 561.54 zs SET•X-CUT'IN CONCRETE --- EXIST.ACCESS/OUTGRANT ESMT. PLANE COORDINATE SYSTEM.NORTH CENTRAL -- CO PROPOSED ACCESS ESMT. ZONE NORTH AMERICAN DATUM OF 1983. 115 Sx 7065459.082 2571123.776 55T.41 SUN:SET MAG NAIL _ ORDINATES AND DISTANCES SHOWN HERON 125 SUN 7065248.879 2574832.823 517.10 EXIST.PROPERTY LINE ARE SURFACE ADJUSTED USING A COMBINED 8 SCALE FACTOR OF 1.00015271.GPS TIES WERE MADE 126 SX 7064347.382 2577447.512 531.51 PROP.RETAINING WALL TO CITY OF WYLIE MONUMENTS CMI& CM3 AS A 127 SUN 7065652.051 2576156.635 535.76 HORIZONTAL CHECK.NO ADJUSTMENT WAS REQUIRED. PROP.PROJECT PAVING 128 SX 7063066.136 2578170.222 532.98 ® PROP.BRIDGE FENCING TO BE MAINTAINED/ INSTALLED TO SECURE PERIMETERS OF USAGE AND \ B NTMWD PROPERTIESts: nx/• STA 297-08OF /• •_' -\ •_END BRIDGE\ �S`YN µ µ�� bocJrve ppc."WoosalnA wd'�n 'ianmccci... r STA 26O.08 y`T \ \\Q Peel01aA9Mon 031822 AI \� I,N 1 ,�ii0arvn BEGIN BRIDGE/ �� _ \\\ `.\ oory.LO XO.0.nNE volilaruonm�he,e,w1el P Psi • \ 07449 ^Dnc— rn11c v / .n u A-Ac nTEPL. u L'n e Z5 ,`\ ff rvsf� — Ln8 n1.IF-312 _ _v , I "FOR GENCY APPROVAL ONLY 'SIR ..W.P NOT FOR CONSTRUCTION.. PARK BOULEVARD EXTENSION IN Sx /I 128/ v I 8 I I SIR, �w,Wr� �A ss �RF\ STA 298+21 /o; END ROADWAY ' PROJECT LAYOUT T PROJEC , 2 00 O END 10 3PARXYA SLV0,wlTEM rl HALFF F_; ."7lPE FKiM AFJ,t cartRAGTHo. 35192 a sI,EEr 12 of 460 PLSI-02 EX.R.O.W. EX.R.O.W. LEGEND 60' , I LL==EXISTING PAVEMENT SECTION f PROPOSED PAVEMENT SECTION 1 IR,I ANF 1 1'LANE 11, I A KWAY TI EXISTING TRAFFIC LANE 11 i OW PROPOSED TRAFFIC LANE i JV, R"3500 P51 REINFORCED CONCRETE iPAVEMENT E I Bo- 7"LIME STABILIZED SUBGRADE EX.GROUND I PGL 2�% ITYP.1 ---- A 6"3500 P51 REINFORCED CONCRETE PAVEMENT -- Do- 6-LIME STABILIZED SUBGRADE V BOC(TYP.) (� -- OE —� 6"CONCRETE MONOLITHIC CURB EXISTING PARK BOULEVARD t.J � 4'WIDE REINFORCED CONCRETE SIDEWALK EX.R.O.N. EX.R.O.W. 56, I I II'1 Aw I 11'I ANF _ 2' -I-I NOTES. I. REFER TO RTWL SHEETS FOR LIMITS OF MSE A EX.GROUND RETAINING WALLS. o ITYP.I�— 2. ALL DIMENSIONS TO FACE OF CURB EXCEPT AS NOTED OTHERWISE. E%.ASPHALT (THICKNESS UNKNOWN) E%.SUBGRADE (THICKNESS UNKNOWN) EXISTING SKYVIEW DRIVE OF ' TXn.u1 AmN:doc mcniNu nn IXo�a Aa.m K.na Peslm449m m.le.xz.nlm.nion DONALD 4DAM XANE ot.aJW daumcvt wi.bou.p.apc. g 107449 m ifiu�un�v Ibc rupoyble cnKivicer i. t3 oWcn.c undv.hc T Fi�pn my f NSE� Pfuva An.TBPILS Logina.i�Fvm lF)Ix S EX.R.O.W. EX.R.O.W. "FOR GENCY APPROVAL ONLY I Il' A 11' AN NOT FOR CONSTRUCTION" 11' AN 11' AN I A KWA I ARKNA PARK BOULEVARD EXTENSION EX.GROUND ITYP.I- I PGL 2Y E 2V PGL )� QJ ` L) � PARK BLVD I'BOC ITYP.)Boc(TrP.I ROADWAY TYPICAL SECTIONS EXISTING SPRING CREEK PKWY i.i �g2 1 e� 4, . . HALFF FAK(1,4)7)pmYS TKPE FIRM NF.312 TYW WWWffit AK W4YMt1 RCON7RKRNn. as,ez a TYP-01"leer ,B of 4BB PROP TEMP PROP TEMP CONST.ESMT PROP R.O.W. PROP R.O.W. CONST.ESMT 120 TYP. LEGEND I € I ---------------------, ,-- VARIES VARIES VARIES VARIES VARIES VARIES EXISTING PAVEMENT SECTION 1 - 1 01-65, 1 47'TYP I I TO€ PARKWAY PROPOSED PAVEMENT SECTION ' I I Ion EXISTING TRAFFIC LANE SED RAFFIC LANE i 1 3 7 3 TYP. I TYP. 8 —�9R OONTED TREINFORCED CCONCRETE O-- 2'/„TYP. ' 2X.TYP, ' I PAVEMENT 1.4 BARS 0 18"1 I --- 2% PGL PGL 2% --- I I PGL y, I � 8"LIME STABILIZED SUBGRADE 2Y ,y/. ' 1 2/. �`J I•/SY ALLOWANCE) Ex.GROUND , , - _ 1 ITYP.I�— 2 I 2 ---- 6"CONCRETE MONOLITHIC CURB WFWE FUTURIE ♦ 7 4 FUTURE At* I 1 5 WIDE-5"THICK,3,000 PSI RENT.CONIC.SIDEWALK(•3 BARS 0 18"CENTER) 1 71 PROP.MSE RETAINING WALL)SEE NOTE II PROP.C221 TRAFFIC RAIL WITH 8'HIGH I PARK BOULEVARD rBoc(rrP.l 1 1 V CHAIN LINK FENCE(TOTAL HEIGHT=10'-8'1 3'BOC ITYP.) I `` V BOG)TYP.) I STA 214+12 TO STA 219+55 Q ONLY 42"MOISTURE TREATED SUBGRADE I 4"TOPSOIL W/BUFFALO GRASS STA 223+57 TO STA 228+67 REOUIRED FOR THESE STATION RANGES --------------------- 7 SEEDING OR SOD STA 232+31 TO STA 232+84 PROP.SIDEWALK LOCATIONS WITH FUTURE SIDEWALK, 8'WIDE-6'THICK,3.000 PSI REINF.CONIC. STA 259+43 TO STA 260+00 WO-STA 219+13 TO STA 257+00 18 FT WIDE) GRADING SHALL FOLLOW THIS SECTION. �'/ SIDEWALK(•3 BARS 0 18"CENTER) STA 260+00 TO STA 262+00 Q EB-STA 218+84 TO STA 253+41 0�--� PROP.COMBINATION C221 RAE PROP TEMP STA 275+85 TO STA 276+10 Q PROP TEMP 8.0'HIGH GROUND MOUNTED CHAIN 70 LONST.ESMT PROP R.O.W. PROP R.O.N. CONST.ESMT LINK FENCE 120'TYP. S'MOIST NOTE qE TREATED SUBGRADE E I I t2 S'MOISTURE TREATED SUBGRADE VARIES I *VARIES VARIES '-1 I NOTE 4) 1' 1' -1 1 N 1 AN 13' - t3 8"ASPHALT PAVEMENT PARKWAY I LANL rAKKNAT I (6"TYPE B/2"TYPE D OVERLAY) 7� SIDEWALKS('3 BARS 0008"CIENTIER)CONIC 78 8"FLEX BASE.GRADE 1 3 1 I 7 I 7 7 I NOTES: TTP. 3 2%,TYP• '2X.TYP 3 TYP I I I. REFER TO RETAINING WALL SHEETS FOR LIMITS OF I 2% PGL 2% / 27 PGL 2- I MSE RETAINING WALLS AND GEOTEXTILE/SELECT EX.GROUND 1 , MATERIAL REOUIREMENTS.CONTRACTOR WILL BE IT YP.1�— 2 I OZ--► ———— PAID FOR M.T.S.WITHIN THE MSE SELECT MATERIAL A KE KI FUTURE 4 ♦ FUTURE WFW. SHOWNN ACCORDANCE WITH TYPICAL DIMENSIONS 2. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. I I 3. CONTRACTOR SHALL OMIT LIME STABILIZED 1. 7'BOC ITTP.1—•1 F--- I'BOL(TYPO SU GRRADEWAAN 5 MOISTURE TREATED SUBGRADE AT PARK BOULEVARD (LEFT TURN) g STA 202+20 TO STA 206+89 Q ONLY 42"MOISTURE TREATED SUBGRADE 4. ALL EXCAVATION FOR MOISTURE TREATED STA 228+67 TO STA 232+31 REOUIRED FOR THESE STATION RANGES EMBANKMENT*PYI TESL BE SUBSIDIARY 70 M.T.S. STA 254+60 TO STA 257+42 ❑OCCURS IN KCS ROADWAY EASEMENT AREA, STA 262+00 TO STA 265+00 Q PGL TRANSITIONS TO 39'OFF PARK€ 5 FOLLIOWSEARTHWORK PAY ITEM PROVISIONS ARE AS STA 270+53 TO STA 275+45 Q STA 276+10 TO STA 279+91 Q❑ iK 4F PROP.SIDEWALK -EXCAVATION AND EMBANKMENT WILL BE PAID FOR WB-STA 219-13 TO STA 257+00 IB FT WIDE) BETWEEN EXISTING GROUND AND FINISHED *(LEFT TURN LANE IS NOT CONTINOUS ES-STA 218+84 TO STA 253+41 GRADE/SUBGRADE WITH NO ADJUSTMENTS FOR TOPSOIL SALVAGING AND PLACEMENT AND ALSO OCCURS ON WB SIDE) -ACCEPTABLE TOPSOIL WILL BE PAID FOR WHETHER SALVAGED OR IMPORTED BY SY. -SPOIL AND EXCESS MATERIAL DISPOSAL SHALL BE S� PR P TE P PROP SUBSIDIARY TO EMBANKMENT BID ITEMS PROVIDED. CONST.OESMMT VARIES 120'-130' R.O.W. PROP R.O.W. � 6 I VARIES s I I3.OVARIE71 S € VARIES VARIES VARIES VARIES I VARIES �• '� (0'-5'1 (-1 79 -1' 1' AN 1' AN A ' 1' A I • I' PARK BOULEVARD EXTENSION PAflKNpY LAN LAN I PARKWAY -fir �r TYP PGL TYP. 3 3 . PGL I I 2% 2'/. 2Y 2% I EX.GROUND TYP 2 2 -- � T��v�,,;,�{ea�e,.d^�^e^r-aa PARK BLVD ♦ FUTURE hur've I>unWd Adam Kane, FuiugE 4 eF lmuuonm-la-zz.Aaradnn ROADWAY TYPICAL SECTIONS gg ooNALO ADaM{AK[ or.wined don,mem.;mom proper 11 11 .0 1ai445 'w'ifi[+tiur'mmc repo nm cogmccru' � P oReme wder We Scar Fngweerwg�� ''�'� �'��' ''�' NSE� Praniu Ad.THPL'IS Eegincerin{Firm W F-312 ■.:■ m ARIfWVOD BLV0.SUITE{W• • . • fnJ, ■■■ Gm(214) ){NMJI"1 HALFFs , • ,• • • • • , ■ ■ Fix Ri4ig'is s TOPE ipa gia,] 3 eoc ITYPJ—"� L- PARK BOULEVARD (RIGHT TURN) V eat(TYP) "FOR GENCY APPROVAL ONLY "` °""ME __•. NT.S. a,{ g STA 257+42 TO STA 259+43 coW1Wx-r Ho. 35192 a NOT FOR CONSTRUCTION" gHEET 17 ai aee TYP-05 PR PARK BLVD SPfl NG CREEK R.O.W. 50 f s0' R.D.W. LEGEND V 6' 12'LANE 12'LANE 2� 13, 13' 2i 12'LANE 12'LANE 6' 1' LL_=EXISTING PAVEMENT SECTION S.W. S.W. I PROPOSED PAVEMENT SECTION EXISTING TRAFFIC LANE CLF-RO ITYP.I �PROPOSED TRAFFIC LANE _ 9"JOINTED REINFORCED CONCRETE PAVEMENT(•4 BARS W III-) PGL 2x I 2XA C221 P ITYP.11.5'/. I 8/S�EALLOWANCED SUBGRADE I 6"CONCRETE MONOLITHIC CURB TX 54 GIRDER ITYPJ ^ SIDEWALKS I.3HBARS a II BP CENTER) RI CONC. V _ PROP.MSE RETAINING WALL(SEE NOTE 1) i PROP.C221 TRAFFIC RAIL WITH B'HIGH CHAN LINK FENCE(TOTAL HEIGHT =10'-B") 4"TOPSOIL W/BUFFALO GRASS SEEDNG OR SOD I 'WIDE- THICK,3.000 PSI 22' mo' SIDEWALK61•3 BARS a 18"CENITERCONC. 'y�► PROP.COMBINATION C221 RAIL 11'LANE II'LANE 10 LNK FENCE MOUNTED CHAIN n 71 54"MOISTURE TREATED SUBGRADE ryllr I (SEE NOTE 4)72 42,MOISTURE TREATED SUBGRADE I NOTE EX.GROUND ) ''___L__ _ 1 i�-----_--_"__ — -- _ 79 8"ASPHALT PAVEMENT _ (6"TYPE B/2"TYPE D OVERLAY) (' -'------- 14 6'WIDE-5"TMICK,3.000 PSI REINF.CONC. — "_______ ______________ SIDEWALK(•3 BARS W 18"CENTER) 18.75,NIMMUAI EXISTING SPRNG CREEK PKWY. 16 8"FLEX BASE.GRADE 1 CLEARANCE TO REMAIN FOR ACCESS TO U.S.NATIONAL GUARD ARMORY SITE NOTES, PARK BOULEVARD I. REFER TO RETAINING WALL SHEETS FOR LIMITS OF STA 282+80 TO STA 289+86 MSE RETAINING WALLS AND GEOTEXTILE/SELECT MATERIAL REQUIREMENTS.CONTRACTOR WILL BE f ROADWAY PAID FOR M.T.S.WITHIN THE MSE SELECT MATERIAL ROADWAY g BRIDGE COLUMN ZONE IN ACCORDANCE WITH TYPICAL DIMENSIONS BRI E COLUMN FUTURE N-I FUTUA N-2 SHOWN. g i��1, 5�1 130-SPAN ALONG t OF ROADWAY 1 20, 1 2. ALL DIMENSIONS TO FACE OF CURB UNLESS ( _``1 aa aaU QQFF OTHERWISE NOTED. PgOTA00L� RA-2 R6O-I SWITCWITC LEAD Pg0A0TROL I 3 SUBGRADE AND SHALL MOISTURE TREAMIT LIME ED STABILIZEDSUBGRADE AT _ ALL DRIVEWAYS. y� IS'+/ I 17'+/- L 20'+/- 1 39'+/ 1 20'•/- 4. ALL EXCAVATION FOR MOISTURE TREATED [ r I SUBGRAD 60"COLUMN W/ E(M.T.S.)SHALL BE SUBSIDIARY TO M.T.S. 60"COLUMN W/ I f I I I EMBARMENT PAY ITEM. CRASH WALL II �LII CRASH WALL 5. SPECIAL EARTHWORK PAY ITEM PROVISIONS ARE A5 FOLLOWS, -EXCAVATION AND END NT WILL BE PAID FOR W E%.CRND I I I I I BETWEEN EXISTING GROUND AND FINISHED 1 ' (TYP.1�`` 10.T' ��' GRADE/SUBGRADE WITH NO ADJUSTMENTS FOR 12.25' 7, I I2.25' -_-- -- _--- 1 }' ( i Z TOPSOIL SALVAGING AND PLACEMENT LL ___________ ��' Ir -ACCEPTABLE TOPSOIL WILL BE PAID FOR WHETHER '1/. SALVAGED OR IMPORTED BY SY. PROP.DRAINAGE DITCH -SPOIL AND EXCESS MATERIAL DISPOSAL SHALL BE WITH CONC.RIP RAP,TYP. SUBSIDIARY TO EMBANKMENT 84D ITEMS PROVIDED. KCS RAILROAD CROSSING STA 281+08 TO STA 282+38 Gg (BENT •2) (BENT •3) ��E OF C ROADWAY (ROADWAY ..` lLcrW iry o•lhie doevmeo,w" Oe^ '•'�' "^^' BRIDGE COLUMN 8 ( G BRDGE COLUMN w(� ••uoDondd Adam K.nc, FUTURE S-I 121'SPAN ALONG QOF ROADWAY FUTURE S-2 FUTUR S-} PEJIWa9on03-0B-II.A1lerauon PARK BOULEVARD EXTENSION DONALD DAM KANE ofawdcd duvmcolpwoilAuul Proper KCSR is, 20' 20' KCSR 107449 rau8"^.c uneer llncrTcrubFnK terivgr R.O.W. L R.O.W. I � NSE� Prania An.TBPCIS P ginecrinA Fvm IF-,. 100'RAILROAD R.O.W.-102'ALONG SKEW INTERMODAL LEAD KCSR AfAINLNE I up }IN: L 22'-44'IAPPRox.l 1 54, I I "FOR GENCY APPROVAL ONLY � �1N,r! 30, VARIES 5• NOT FOR CONSTRUCTION" 60"COLUMN W/ I I n.3• 60"COLUMN w/ PARK BLVD CRASH WALL APPRO%.1 I 52. I CRASH WALL ROADWAY TYPICAL SECTIONS E%.GROUND ITY � WK1lPAwKWOOOWLVD,wURESOD-- - #�----_ ---- �- r --------- HALFF WC0.TXIWAI�Aa, TEL 5M114 P,M6YA IN FAX F4 411WIOOP6 TWPE FPM ,, KCS RAILROAD CROSSING I AE P i = N.T.3. " STA 287+69 TO STA 288+90 caNr TNA 35192 S (BENT •8A) (BENT •9 NB) MEET 21 a 488 TYP-09 SPECIAL REQUIREMENTS: NTMWD KCS RAILROAD 0 CONTRACTOR SHALL PROMPTLY COMPLETE GRADING,SLOPE 0 CONTRACTOR SHALL NOT CONSTRUCT PARK BLVD.BRIDGE DRILL SHAFTS VEGETATION AND PERMANENT FENCING AT SOUTH R.O.W.LINE ALONG THAT CONFLICT WITH CENTENNIAL DRIVE/SPRING CREEK PARKWAY NOTES: ALL NTMWD FRONTAGE. CONSTRUCTION AND RELATED TRAFFIC CONTROL OPERATIONS UNTIL 1. ALL COSTS ASSOCIATED WITH REQUIREMENTS o CONTRACTOR SHALL COORDINATE WITH NTMWD TO MAINTAIN EXISTING CENTENNIAL DRIVE IMPROVEMENTS ARE COMPLETE AND OPEN TO AND COORDINATION DESCRIBED ON THIS SHEET, TRAFFIC. INCLUDING BUT NOT LIMITED TO:DETOUR ROADWAY SECURED PERIMETER FOR PLANT FACILITIES AT ALL TIMES AND PROVIDE MATERIALS (NOT SHOWN IN TRAFFIC CONTROL GATES,TEMPORARY FENCING AND/OR SECURITY MEASURES PER NTMWD o CONTRACTOR SHALL USE CASING WHEN DRILLING SHAFTS ADJACENT TO LAYOUT SHEETS),TRAFFIC CONTROL DEVICES,TEMPORARY ACCESS REQUIREMENTS. RAILROAD TRACKS(BENTS 2,3,8A,8B,AND 9)FOR FULL LENGTH OF SECURITY MEASURES AND/OR FLAG MEN SHALL BE o CONTRACTOR TO NOTIFY NTMWD 72 HOURS BEFORE ANY TRAFFIC SHAFT PLACEMENT. SUBSIDIARY TO TRAFFIC HANDLING AND BARRICADES. NO SEPARATE PAY ITEM. SHIFTS.CONTRACTOR SHALL MAINTAIN NTMWD ACCESS ACROSS o CONTRACTOR MUST CONTAIN ALL BRIDGE DRAINAGE RUNOFF DURING CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING SKYVIEW AND PROPOSED PARK BLVD AT ALL TIMES. CONSTRUCTION OF PARK BLVD BRIDGE.CONTRACTOR MAY NOT 2.MAILBOXES AFFECTED BY PROJECT CONSTRUCTION 0 CONTRACTOR SHALL MAINTAIN CONTINUOUS LONGITUDINAL ACCESS DISCHARGE ANY RUNOFF OVER THE RAILROAD TRACKS DURING ACTIVITIES AS REQUIRED BY THE USPS TO PROVIDE ALONG ALL NTMWD EASEMENTS CROSSING THE PROJECT AND WORK CONSTRUCTION. UNINTERRUPTED MAIL SERVICE. AREAS. o CONTRACTOR SHALL INSTALL CRASH WALLS ON BENTS 2 AND 3(ENTIRE 3.TEMPORARY WORK ZONE REMOVABLE MARKINGS LABELED 0 NTMWD SHALL HAVE THE RIGHT TO ACCESS THE PROJECT SITE AT LENGTH). AS SOLID LINES SHALL BE DONE WITH TABS PER REASONABLE TIMES DURING CONSTRUCTION ACTIVITIES TO DISCUSS THE 0 CONTRACTOR SHALL INSTALL CRASH WALLS ON BENT 8A AND NB SIDE OF RESPO STANDARD MAISTPNIN13.CONTRACTOR IS PROPOSED WORK WITH COLLIN COUNTY STAFF AND/OR ITS RESPONSIBLE FOR MAINTAINING AND REPLACING ALL BENT 9. STRIPING/TABS FOR THE DURATION OF THE PROJECT. CONTRACTOR,AND FOR THE PURPOSE OF DESIGN,CONSTRUCTION AND INSPECTION ACTIVITIES;PROVIDED,HOWEVER,THAT IN THE EVENT OF AN o CONTRACTOR SHALL REGRADE EXISTING TOPOGRAPHY WHERE EMERGENCY,NTMWD SHALL HAVE IMMEDIATE ACCESS TO THE PROJECT NECESSARY TO MAINTAIN POSTIVE DRAINAGE AWAY FROM RAILROAD SITE. TRACKS. o COLLIN COUNTY AND/OR ITS CONTRACTOR SHALL NOTIFY,IN WRITING, o CONTRACTOR SHALL NOT DISTURB EXISTING KCS CROSSINGS AND NTMWD'S INSPECTION STAFF 48 HOURS IN ADVANCE OF ANY SITE EQUIPMENT CABINETS ALONG SPRING CREEK PKWY. INSPECTION.SUCH NOTICE SHALL INCLUDE BOTH THE SCOPE OF INSPECTION(S)AND DATE WORK WILL BE READY TO INSPECT. o CONTRACTOR SHALL NOT IMPACT EXISTING KCS ACCESS ROADS. o COLLIN COUNTY SHALL UTILIZE A NTMWD PREQUALIFIED FENCE CONTRACTOR TO MODIFY THE NORTHWEST CORNER OF THE WATER TREATMENT PLANT III AND PLANT IV LAGOON AREA SECURITY FENCE TEXAS NATIONAL GUARD ARMORY UNDER THE PROJECT.NTMWD SHALL PROVIDE COLLIN COUNTY WITH AT LEAST TWO APPROVED SUBCONTRACTORS THAT COLLIN COUNTY CAN o CONTRACTOR SHALL MAINTAIN ACCESS TO ARMORY DRIVEWAY HIRE TO PERFORM THE SECURITY FENCE WORK DESCRIBED HEREIN.THE LOCATIONS AT ALL TIMES AND ACCESS SHALL BE CAPABLE OF ALLOWING si WORK INCLUDES INSTALLATION OF NEW CHAIN-LINK FENCE WITH 18'HIGH LOADS AND USE EXISTING RAILWAY CROSSING LOCATION. 3-STRAND BARBED WIRE,CORNER POST AND IN-lNLINE POSTS,DOUBLE o CONTRACTOR MAY ASK FOR EXCEPTIONS TO ACCESS REQUIREMENTS BY SWING TRAFFIC GATE,GRAVEL DRIVEWAYS AND CONCRETE MOW STRIP DIRECTLY COORDINATING WITH AND RECEIVING WRITTEN APPROVAL OF WITH Jt4 STEEL REINFORCEMENT AND ASSOCIATED APPURTENANCES. THE ARMORY COMMANDER.EXCEPTIONS ARE LIKELY TO BE LIMITED TO o NOTWITHSTANDING ANYTHING TO THE CONTRARY CONTAINED HEREIN, SHORT TERM(10 DAYS OR LESS)WAIVERS ON CLEARANCE,DRIVEWAY COLLIN COUNTY SHALL PAY NTMWD FOR ANY AND ALL DAMAGE CAUSED CLOSURE,TEMPORARY ROADWAY DETOURS AND PAVEMENT WIDTH E BY COLLIN COUNTY OR ITS CONTRACTORS TO NTMWD'S LINES DURING REDUCTIONS. THE CONSTRUCTION ACTIVITIES CONTEMPLATED HEREIN,INCLUDING BUT o CONTRACTOR MUST COMPLETE THE EB/S13 BRIDGE SUBSTRUCTURE, NOT LIMITED TO ANY CONSULTING AND REMEDIATION WORK NECESSARY INCLUDING ARMORY RELATED PAVEMENT IMPROVEMENTS AND UTILITY E of e,s TO ADDRESS ANY CHEMICAL SPILLS 1F A CHEMICAL PIPELINE IS DAMAGED. WORK PRIOR TO BEGINNING CONSTRUCTION OF NB/WB BRIDGE :�: T'""''a a""g°"NTMWD SHALL AND TO THE EXTENT IS ABLE,UPON COLLIN COUNTY'S .�. . .am �`Qowawa,.lc,oe, SUBSTRUCTURE,INCLUDING DRILLED SHAFTS. 'ooaao no.0..rye P-1044s°^o3-18-33.umraa°" REQUEST,ASSIST COLLIN COUNTY AND ITS CONTRACTORS IN LOCATING „,,aa5,,,,,,, THE NTMWD LINES. iot O� an offenx undo the Tear Yn@nccring C.S rySE� Practice M.TBPLLS Fivgineerin8 Firtn o ALL NTMWD PIPELINES MUST BE LOCATED BY VACUUM EXCAVATION, PEREZ PROPERTY ALONG X KYVI lA3 I\J\ i 313 HAND EXCAVATION OR OTHER NON-DESTRUCTIVE METHOD PRIOR TO v ROAD CONSTRUCTION, 0 CONTRACTOR MUST COORDINATE LOCATION OF NEW DRIVEWAY LOCATION WITH PROPERTY OWNER. "FOR GENCY APPROVAL ONLY 0 CONTRACTOR SHALL COORDINATE REMOVAL OF CURRENT DRIVEWAYS NOT FOR CONSTRUCTION" _ Sl-S-ACE AND SALVAGING OF EXISTING FENCE/GATES WITH PROPERTY OWNER o CONTRACTOR SHALL COORDINATE WITH TTPA&USACE TO PRIOR TO COMMENCING CONSTRUCTION. PARK BOULEVARD EXTENSION ACCOMMODATE REVISED TRAIL ALIGNMENT BETWEEN STA 243+00 AND o CONTRACTOR MUST GIVE PROPERTY OWNER 30 DAYS ADVANCE NOTICE STA 245+70,IF IMPLEMENTED BY TTPA. TO MOVE THE EXISTING FENCE/GATES(BY THE OWNER)BEFORE THE o CONTRACTOR SHALL PROTECT EXISTING TREES WITHIN GRADING LIMITS CONTRACTOR CAN REMOVE OR RELOCATE THE EXISTING FENCE/GATES. AS DIRECTED BY THE ENGINEER.ABSOLUTELY NO DISTURBANCE OF ALL o CONTRACTOR MUST MAINTAIN ACCESS TO PEREZ PROPERTY AT ALL _ VEGETATION OUTSIDE TEMPORARY CONSTRUCTION EASEMENT AND TIMES,AND COORDINATE TEMPORARY FENCING MEASURES(AS OUTGRANT LIMITS. REQUIRED)TO MAINTAIN A SECURED PERIMETER TO THE PEREZ TRAFFIC CONTROL PLAN o CONTRACTOR TO MAINTAIN SAFE PUBLIC ACCESS TO EXISTING USACE PROPERTY AT ALL TIMES. SPECIAL REQUIREMENTS PARK AND FISH LOT#3 FOR LAKE LAVON FISHING ACCESS. ■ ■Q ■■ ■■■ HALFF TcwEn.0 I2P14)5i,l gw, .ePe Pi-„: corrtnw T. 35192' w I SHEET 2 aee TCP-01 1 SUGGESTED CONSTRUCTION SEQUENCE: INSTALL ADVANCED WARNING SIGNS AND TRAFFIC CONTROL IN COMPLIANCE o CONSTRUCT EB PARK BLVD PAVEMENT IN FRONT OF HOUSES ON WITH TXDOT STANDARDS,TEXAS MUTCD,AND AS APPROVED BY THE CITY. SKYVIEW DR(STA 247+25 TO 253+00). PHASE 1 o DETOUR TRAFFIC FROM HOUSES ON SKYVIEW DRIVE(STA 247+25 TO NOTES: 253+00)TO EXISTING FORREST ROSS VIA NEWLY CONSTRUCTED EB PARK I. ALL COSTS ASSOCIATED WITH REQUIREMENTS GENERALLY,CONSTRUCT ALL UTILITIES AND PAVEMENT THAT DO NOT INTERFERE BLVD PAVEMENT EAST OF STA 253+00.CONSTRUCT TEMPORARY ASPHALT AND COORDINATION DESCRIBED ON THIS SHEET, WITH EXISTING TRAFFIC OPERATIONS. PAVEMENT AT SKWIEW AND FORREST ROSS TO MAINTAIN ACCESS TO INCLUDING BUT NOT LIMITED TO:DETOUR ROADWAY THESE HOUSES AT ALL TIMES MATERIALS (NOT SHOWN IN TRAFFIC CONTROL . o MAINTAIN EXISTING TRAFFIC OPERATIONS ON PARK BLVD,PARKER RD, LAYOUT SHEETS),TRAFFIC CONTROL DEVICES,TEMPORARY PAUL WILSON RD,NTMWD DRIVEWAY AND FORREST ROSS ROADWAYS. 0 CONSTRUCT TEMPORARY ASPHALT CROSSOVER BETWEEN WB AND EB SECURITY MEASURES AND/OR FLAG MEN SHALL BE PARK BLVD NEAR STA 253+00,AND TEMPORARY ASPHALT CONNECTION SUBSIDIARY TO TRAFFIC HANDLING AND BARRICADES. o CONSTRUCT ALL UTILITIES AND PAVEMENT FROM BEGINNING OF THE TO SKYVIEW NEAR THE NTMWD DRIVE TO MAINTAIN ACCESS TO NTMWD NO SEPARATE PAY ITEM. PKWY PROVIDED THOSE WORK ELEMENTS DO NOT INTERFERE WITH PROJECT PARKER ROAD TO END OF THE PROJECT SPRING CREEK FACILITIES AT ALL TIMES. 2.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING TRAFFIC OPERATIONS ON THE ROADWAYS LISTED ABOVE. MAILBOXES AFFECTED BY PROJECT CONSTRUCTION PHASE 3 ACTIVITIES AS REQUIRED BY THE USPS TO PROVIDE o CLOSE SKYVIEW DR FROM EAST OF THE NTMWD DRIVEWAY THROUGH CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PROPOSED SKYVIEW DR AT UNINTERRUPTED MAIL SERVICE. IRMA PEREZ PROPERTY.DETOUR TRAFFIC WEST AND EAST OF SKYVIEW FORREST ROSS AND TTPA DRIVEWAY. 3.TEMPORARY WORK ZONE REMOVABLE MARKINGS LABELED CLOSURE THROUGH N BALLARD AVE,E BROWN ST,SH 78 AND FORREST AS SOLID LINES SHALL BE DONE WITH TABS PER ROSS RD TO REACH OPPOSITE END OF SKYVIEW DR. 0 DETOUR TRAFFIC WB ON EX.SKYVIEW DRIVE THROUGH SPENCER LANE TXDOT STANDARD WZ(STPM)-13.CONTRACTOR IS TO REACH FORREST ROSS. RESPONSIBLE FOR MAINTAINING AND REPLACING ALL o REMOVE SKYVIEW DRIVE PAVEMENT BETWEEN NTMWD DRIVEWAY AND STRIPING/TABS FOR THE DURATION OF THE PROJECT. THE IRMA PEREZ PROPERTY.MAINTAIN ACCESS TO THE EXISTING NTMWD 0 DETOUR TRAFFIC SB ON EAST FORK PARK ENTRANCE ONTO FORREST DRIVEWAYS FROM SKYVIEW DR.VIA PAUL WILSON RD, ROSS ONLY. 4.CONTRACTOR SHALL MAKE NTMWD AWARE OF ANY 0 REMOVE LYNDA LANE PAVEMENT AND RECONSTRUCT WITH CONNECTION 0 IN 2 SUB-PHASES 3A&38 CONSTRUCT ALL UTILITIES AND PAVEMENT GRANGES TO THE TRAFFIC CONTROL SEQUENCE OR ( ) TRAFFIC CONTROL PLAN. TO PARK BLVD. FOR SKYVIEW DRIVE. o IN 2 SUB-PHASES(IA&1B)CONSTRUCT ALL UTILITIES AND PAVEMENT o PHASE 3A:REMOVE SKYVIEW DR PAVEMENT BETWEEN SKYVIEW FOR SPENCER LANE. STA 2+90 TO 6+00 AND STA 6+70 TO 9+00.CONSTRUCT ALL o PHASE 1A:CONSTRUCT PAVEMENT FOR SPENCER LANE BEFORE UTILITIES AND PAVEMENT IN THIS AREA.CONSTRUCT TEMPORARY ASPHALT PAVEMENT TO MAINTAIN TWO-WAY STA 273+00.MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. TRAFFIC ACCESS ALONG EAST FORK PARK ENTRANCE/FORREST 0 PHASE 1 B:CONSTRUCT PAVEMENT FOR SPENCER LANE AFTER ROSS AT ALL TIMES. STA 273+00.MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. 0 PHASE 3A:CONSTRUCT PAVEMENT FOR THE TTPA DRIVEWAY. o DETOUR TRAFFIC ON NB SPRING CREEK BLVD THROUGH SH 78 AND o PHASE 3B:REMOVE REMAINING EX.SKYVIEW DR PAVEMENT EUBANKS LANE TO REACH CENTENNIAL DRIVE. BETWEEN STA 6+00 TO 6+70 AND CONSTRUCT ALL UTILITIES AND o IN 2 SUB-PHASES(1A&1B)CONSTRUCT CUL-DE-SAC AND PAVEMENT PAVEMENT IN THIS AREA.CONSTRUCT TEMPORARY ASPHALT CONNECTION FOR CENTENNIAL DRIVE AT SPRING CREEK PKWY. PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. o PHASE 1A:CONSTRUCT CUL-DE-SAC FOR CENTENNIAL DRIVE. PFbASE4 SAWCUT AND REMOVE WEST CURB OF SPRING CREEK PKWY AND CONSTRUCT PAVEMENT CONNECTION OF CENTENNIAL DRIVE CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PROPOSED NTMWD DRIVEWAYS, CUL-DE-SAC AND SPRING CREEK PKWY.MAINTAIN TWO-WAY FORREST ROSS AND REMAINDER OF PARK BLVD. TRAFFIC ACCESS TO THE ARMORY AT ALL TIMES. o CONSTRUCT CUL-DE-SAC ON SKYVIEW DRIVE APPROXIMATELY 1100 FEET o PHASE 18:CONSTRUCT REMAINING PAVEMENT CONNECTION FOR EAST OF INTERSECTION WITH PAUL WILSON ROAD. CENTENNIAL DRIVE.SAWCUT AND REMOVE EX.SPRING CREEK PKWY PAVEMENT AS NECESSARY TO CONSTRUCT EAST CURB o REMOVE EX.SKYVIEW DR.PAVEMENT BETWEEN NEW SKYVIEW DR. �m°"aa48'031822 l-... • PP.l1010.9°n 03IB-22.Almra,wn of a ccWca Eocumcni r,tM,ai pruper _ AND GUTTER ON CENTENNIAL DRIVE.MAINTAIN TWO-WAY CUL-DE-SAC AND NTMWD DRIVEWAY. ooH.:oQma9:nHe TRAFFIC ACCESS TO THE ARMORY AT ALL TIMES. o IN 2 SUB-PHASES(4A&413)CONSTRUCT ALL UTILITIES AND PAVEMENT es rasE e..ure.3.Teeus e.ym...mg F•em�e 3lz PHASE2 FOR NTMWD DRIVEWAY. CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PAUL WILSON RD AND o PHASE 4A:CONSTRUCT PAVEMENT FOR NTMWD DRIVEWAY "FOR GENCY APPROVAL ONLY REMAINDER OF PARK BLVD BETWEEN LYNDA LN AND PROPOSED SKYVIEW. BEFORE STA 230+53.CONSTRUCT TEMPORARY ASPHALSKYVIEW. a PAVEMENT TO MAINTAIN ACCESS AT ALL TIMES ALONG NTMWD NOT FOR CONSTRUCTION" o CONSTRUCT NORTH CURB OF PARK BLVD WEST OF PARKER RD. DRIVEWAYS AND EX.SKYVIEW DR ASPHALT CONNECTION TO — o IN 2 SUB-PHASES(2A&26)CONSTRUCT ALL UTILITIES AND PAVEMENT NEWLY CONSTRUCTED PARK BLVD PAVEMENT. PARK BOULEVARD EXTENSION FOR PAUL WILSON ROAD. o PHASE 4B.CONSTRUCT PAVEMENT FOR NTMWD DRIVEWAY o PHASE 2A:CONSTRUCT PAVEMENT FOR PAUL WILSON ROAD AFTER STA 230+53.CONSTRUCT TEMPORARY ASPHALT Ll BEFORE STA 204+55.CONSTRUCT TEMPORARY ASPHALT PAVEMENT TO MAINTAIN ACCESS AT ALL TIMES. .>." � PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ON PAUL WILSON o DETOUR TRAFFIC WB ON SKYVIEW DRIVE AND EB ON PARK BLVD ., _. ROAD AT ALL TIMES. THROUGH SPENCER LANE TO REACH FORREST ROSS. 0 PHASE 213:CONSTRUCT REMAINING PAVEMENT FOR PAUL WILSON 0 DETOUR TRAFFIC EB ON LYNDA LANE AND NB ON FORREST ROSS TRAFFIC CONTROL PLAN 7 ROAD AFTER STA 204+55.CONSTRUCT TEMPORARY ASPHALT THROUGH SPENCER LANE TO REACH SKYVIEW DR. SUGGESTED SEQUENCE NARRATIVE PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ON PAUL WILSON ROAD AT ALL TIMES. o DETOUR TRAFFIC SB ON EAST FORK PARK ENTRANCE ONTO EB SKYVIEW _ DR AND THROUGH SPENCER LANE TO REACH FORREST ROSS. ■ -� qw PAw�w000 ewo.sui.r eaa ... HALFF F o REMOVE FORREST ROSS PAVEMENT SOUTH OF SKYVIEW DR TO FORREST ■ ■ F(214)� rePe 1-41a ROSS STA 4+00.CONSTRUCT ALL REMAINING UTILITIES AND PAVEMENT �+P+ FOR FORREST ROSS AND PARK BLVD. j °'°'"'+ —EpN T'S. co"rrucr w. �� 35192 exeer 24 w488 1 TCP-02 0 10 b b \ WYLIE LAKES 10WNHUMLS H ADDITION L E G E N D FULL DEPTH CONCRETE PAVEMENT/ PROPA yO.M. -- —-- -- ® INCLUDING CURB AND BASE WkWALX TO BE SAWCUT AND REMOVED. ULL DEPTH ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED. INCLUDING BASE MATERIALS 0 7�1'2T PROP,PAVEMENT ITYP FENCE TO BE REMOVED J E%(STING GUARD RAIL PROTECT E%,TREES TO REMAIN _ _ _.. -�--- - - )00000IX 00 STORM DRAIN TO BE REMOVED C L PARK BLVD 0 � y L®> SURVEYED TREES Ue"DIAJ SEE NOTE 8 n + = WOODED AREAS TI — 269100 - —_ _, _—_—_ —ZTyA� _ 4 — N WITHIN CONST UCTIONE LIMITS RED —-~_— 271�00 NOTES. 1 ITEMS ON T IS AND UNIT OF THAT ARE LABELEARE A WITHOUANT SEPARATE a ° PAY TEM.ALL OTHER ITEMS ARE SUBSIDIARY TO N 'GENE'RAE SITE PREPARATION'UNLESS OTHERWISE NOTED. 9 ►7 2.CONTRACTOR TO MAINTAIN EXISTING SECURED -- -H REMOVE EX.FENCE WlTNM1 PERIMETERS ON NTMWD AND USACE PROPERTIES. W' TEMPORARY FENCING SHALL MATCH EXISTING FENCE DO m R.O.W.ITYPJ PROP.PAVEMENT ITYP.1 CHARACTERISTICS.SEE PROJECT LAYOUT FOR 8 ARK F FFORIGNATED ADDITIONAL E MFORMAT ON,AND TCP SPECIAL REOU REMENTS BLVD 3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS _ `•..J OTHERWISE NOTED. ° A,REMOVAL WORK MUST BE DONE IN PHASES/STAGES. IF REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION 6.R:O.IY SEQUENCE. 5.REFER TO SIGNING& PAVEMENT MARKING LAYOUT FOR _--- EXISTING D/OR SIGN REMOVAL AN RELOCATIONS. 6.ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN PROP.GRACING LIMIT) CONFLICT WITH PROPOSED CONSTRUCTION TO BE (TYP.) RELOCATED AND/OR AOJUSTEO BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE INTERIM '94 UTILITIES IN CONFL NE, TT Y.WIITRH THEE PROPEOSED WORK FRANCHISE SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR a AS DIRECTED BY THE ENGINEER.ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO'GENERAL SITE Z� SE NOTED. T.REFERRTO PAVING UNLESS PLANS NAND(ROADWAY GRADING AND DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. S.ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSUCTION GRADING REMOVED UNLESSNO DT IT LINE SMALL BE O REMAIN. EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE A10 " PROP.GRADING LIMIT LOCATION OF EACH PARTICULAR UTILITY.SOME UTILITY LINES MAY z CUT/PLUG WATERLWE CUT/PLUG AC LINE NOT BE SHOWN.CONTRACTOR SHALL ASSUME RESPONSW)ILITY FOR (SUBSw1aFYl ITYP.I i - (SUBSIDIARY) ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTLITIES. WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME `----------- -- 10'PROP.TEMP.CONST.EASEMENT —�_ RESPONSIBILITY FOR REPAIRS TO EXISTING UTLITIES,WHETHER 0 EASEMENT Dom"OR WT.DAMAGED BY CONTRACTOR'S ACTIVITIES, -- DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTNG 5 P ,TEMP_C ---- ` —� - R.O.W. _ -- UTILITIES SHALL NOT BE A BASIS FOR Ap01ilOHAL CONDENSATION. TT ` r -��— ' ( I'I tl�E DF 7 I,ri -_ CAU71ON01 - - iy ut�M ulaA Am)4n REMOVE 82d'SY ABANDONED 8"ASBESTOS CEMENT DONUD ARAM KANE PestO'lug ov 0]teu a " PROP.PAVEMENT ITYP J REMOVE 66 SY CONCRETE PIVEMEN7 WATERLINE.CONTRACTOR REQUIRED TO OBTAIN _ °1.x,lm ae<mmcm.;w° R SIDEWALK t ALL PER AND DISPOSE OF PROPERLY, PROTECT vv�Y g nolui«Doom Wc.c bl P I ALL C05TS ARE SUBSIDIARY TO TREES TO REMA ° N p 44 .n affcnnd�cr WePnpc'g� 07 9 DO NOT DISTURB EX. AC LINE REMOVAL BID ITEM. } fj, NSEO Pracv« t PF15 «ring Fi,m WF-J 12 --- ---- - UTILITW:S TO REMAIN -- ND ITYPJ C zT2�oo _ PARK BLYD z7s.00 "FOR GENCY APPROVAL ONLY 1—_ 274.00—_— - - �_—"—_1_ —_--- -- ___—_ —.—_—_—_— — — _ l O NOT FOR CONSTRUCTION" - - -- -�- �.j I REMOVE 165 LF OF E{ ----"- 'A EX.WYLIE N.E.SPECIAL 5..� '� s I UTB.TY DISTRICT O I"'� N e"AC LINE 0 U PARK BOULEVARD EXTENSION } - C.L.SPENLER;LN PROP.PAVEMENT ITYPJ ° i ©M."- WV ' PARK BLVD O �a SITE PREPARATION — ZZ 'C =----=----_ _—__—__ —_ -- AND REMOVAL PLAN z PROP.R.O.W. �'— �-- REMOVE EX.WYLIE N.E. /�/� �..I �/ CUT/PLUG AC LINE ° PROP.R.o.w. "— '---- - STA 268+00 TO STA 276+25 SPECIAL UTILTY DISTRICT B" �O Ll p (SUBSIDIARY) WATERLINE IN CONFLICT ADE. \ {,r'y) HALFF °ONOOO MOISTURE TREATED SICT WITH Kl � �`/ ■ ■ am PARNNp00 WLw,WurrE am S SUBSIDIARY TO BID ITEMS PROVIDED. y STA 3 ■ ■ FAXIAu)7»a"g 1WPE FWWI sate D B ■■■ FAXT211)euuro I-S IN IF TALI I`,LL. ` II TMW M,tppXt ygy�t CUT/PLUG WATERLWE AW WAWM1 r+r�'Fn1" �� 5 (SUB51DIAfl YI g� ` accaP. $ caNTRAcr No. �� 35192 a SHEET 54 OF 488 RP-15 I m w w 1. WAiEPSENA,Nt °® vRw•%A% LEGEND 1{I Imo! FULL DEPTH CONCRETE PAVEMENT/ S'PR Iw� O ® SIDEWALK TO BE SAWCUT AND REMOVED. Ir-3 120'PROP. NCLDOING CURB AND BASE MATERIALS TC M I; ROADWAY 'CROSSING AGREEM\14 ® FULL DEPTH ASPHALT PAVEMENT n5 M -- I. EASEMENT \ TO BE SAWCUT AND REMOVED, INCLUDING BASE MATERIALS -- PROP.BRIDGE ITYP.1 I --� FENCE O BE REMOVED . _. _{/ �f EXISTING GUARD RAIL I / ( p )00000000( STORM BRAN TO BE REMOVED N I T•1 / O i• SURVEYED TREES I>B"DIAJ SEE NOTE 8 DO NOT DISTURB Ex, �.J • / + ✓ NTMND WATER LINES TO 8.00 WOODED AREAS TO BE CLEARED REMAIN ITYP.1 O L.L.o Rx STA 2IN B / pp WOOD CONSTRUCTION LIMITS N '-' •- •-......,„ I PROP.PAVEMENT ITYP.1 BEGIN BRIDGE !V Q `��"" • ¢ NOTES,._ - ,... I C.L.PARK BLVD j (~ 1.ITEMS ON THIS SHEET THAT ARE LABELED WITH A ...Y u 013 W 27+ 1 .) 270+00 8'° 280 'i „ -- — 2B1 OUANTITY AND UNIT OF MEASURE ARE A SEPARATE -------- L L—__-------..--�- - -------- ---------- --�- --- J / — (7a PAY ITEM.ALL OTHER ITEMS ARE SUBSIDIARY TO 'GENERAL SITE PREPARATION'UNLESS OTHERWISE z o �"—`_.. _kv' - i NOTED. �77 2.CONTRACTOR T°MAINTAIN EXISTING SECURED .»- I `Q' PERIMETERS ON NTMWD AND USAGE PROPERTIES. V I �..J TEMPORARY FENCING SHALL MATCH EXISTING FENCE CHARACTERISTICS.SEE PROJECT LAYOUT FOR s ro r;, I DESIGNATED AREAS AND TCP SPECIAL REQUIREMENTS �Q•+' I PROP.PAVEMENT ITYP.1 o PARK BLVD 1g0ADWAY / FOR ADDITIONAL INFORMATION. EASEMENT 7.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS I 1 O/ OTHERWISE NOTED. `✓`✓ (D 1 --- 9.REMOVAL WORK MUST 8E DONE IN PHASES/STAGES. SEE DETAIL SHEETS _ _ - REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION FOR WATER MANHOLE • ' N SEGUE CE RELOCATION I O 5.REFER TO SIG HIS 6 PAVEMENT MARKING LAYOUT FOR PROP.BRIDGE ITYP.1 EXISTING SIGN REMOVAL AND/OR RELOCATIONS. _____ E.ALL LIISTNG FRANCHISE UTILITY APPURTENANCES IN PROP,RAILROAD CONFLICT WITH PROPOSED ADJUSTED BY YUCT OTHERS. BE O /CROSSNC AGREEMENT CONREL TRACTORATED A TO/OR COORDNATE AND PROVIDE INTERIM 1 _ / PROTECTION AS NECESSARY.ABANDONED FRANCHISE O UTILITIES IN CONFLICT WITH THE PROPOSED WORK I PROP.GRADING Lim SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR I ITYP.I ° pR�R o AS DIRECTED BY THE ENGINEER.ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO GENERAL SITE gI I OAD"AY EASE QP PREPARATION'UNLESS OTHERWISE NOTED. I c, I I O EMENT O / 7.REFER TO PAVING PLANS AND ROADWAY GRADING AND ��........//////��__ — / DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. 8-ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE {y REMOVED UNLESS NOTED TO REMAIN. E f/ EX TING UTILITY LOCATIONS SMONN ARE GENERALLY SCHEMATIC N NATURE AND MAY NOT ACCURATELY REFLECT THE 512E ANp 4O'PROP. / / �I LOCATION OF EACH PARTICULAR UTILITY.SOME UTILITY LINES MAY Q NOT BE 5H0WN.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR EASEMENT /S 'N / ¢� 50'PROP.TEMP.CONST.EASEMENT ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING uilfTlES. ,lyEv WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME I /' RESPONSIBILITY FOR REPAIRS TO EXISTING UTLITIES NNETNEfl SHOWN OR NOT.OAMAGED BY CONTRACTOR'S ACTIV111E5. A P ,RA R AD RO G AGREEMENT DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING / --- UTILITIES SHALL Noi BE A BASIS FOR ADDITIONAL COMPENSATION. -- --I — -- — I l I T I / / —_------- J --� -_ - NTIIREKN I��099 9/3 —__ - ---PRO WAY E:i*�. �V\L DF /�� / ITYP) y------ - • : Thc M ppc ion Ji'doiv PROP.BRIDGE ITYP.I C A PPM10Td49 OJ IB�xI �' C.L.P1RK 5T4 281+41.41 / / =y ' DONALD ADAM MANE ola Ucd A¢ n Wo plop =RBD-2 STA 9099+99 / m� f I' O y IOTaa9 a,1iA h bl wo mQ I C.L.PARK STA 2BI+62.1 t' o°°� ' II�II In PARK BLVD } Df NSf4 fi.cece Acl.TBPlJS I:ogmiFlim of-JIZ ¢� I =RlD-1 STA 4100+10 I dry y s p / ze�roo 2�,+00 _, C.L.PARK BLVD zes+oo F 'FOR GENCY APPROVAL ONLY / 282 0 / "11r— +L-�.-I------� E 00- ;i! — PROP.CURB ITYP.1— _ NOT FOR CONSTRUCTION" H / L.L.PARK STA 282+02.88 a '/ =SWITCH AD STA 4100+29 CONCRETE PAVEMENT PARK BOULEVARD EXTENSION / C.L.PARK/STA 282+2765 ��/ SPRING CREEK BLVD / -FUTURE N-2 ST4 4100+93 I l I I I',TYP. it l ".' • i —P IBEL OWI -- a ---10'PROP.TEMP.CONST.EASEMENT--- ® �— SITE PREPARATION /I i ROP.RAILROAD—� !� — cX — --- AND REMOVAL PLAN -C SSING AGREEMENT j ' • STA 276+25 TO STA 285+50 Ol l RP �I • ■ ■ C RF iepwARKwoOO Y�Aw,•UfTE•oo K'IL%:I i' i iF aA'..N4TIUH PI ; HAL■ F FIX Ii,�'11%L0�6 TWPE FIRM*412 l/ / VI/AI+II ARMOPY Hl/ TYW YINM1 AK •]OROtt l SII I 40'PROP.TEMP. I J _. N( >n WL , - tea nn[. l TT C -- I ' CONTMCTNe. 35192 — — — WEET 55 of 488 RP-16 1. '2. I 30'PROP.TE P r r r r X H� —�Hf' PROp,TEMP OHppMpHi® E%.CITY OF WYLIE B" �.� f ram— Mir/-. / t WATER LINE TO BE RELOCATED.SEE r:,•;kl. ---- LEGEND PROPOSED WATER LINE by I 1 /l�l 11/I =I� T ® FULL CONCRETE PAVEMENT/ SHEETS FOR ADDITIONAL.. I INFORMATION. 101 ' / ¢ / ------_-- --- A MATERIALS I f - - SI WALK TO BE ND EASEMENT——_— — ---� TTom �---RAILROAD _SBVG / _ W / INCNCLUD NG CURB AND BU SEAOVE b + lr I laiW FULL DEPTH ASPHALT PAVEMENT PROP.ROADWAY ,j 1 _ - - T ® INCLUDINGA MATERIALS _ PROP BENT BA I I it /% / /T - \ EX I R. BE BC SE UT AND REMOVED W/12'CRASH WALL !C i I O /; PROP.BENT 9 —OWL I H WALL — 7 FENCE TO BE REMOVED / W/ 2 CRAS E J / / ION NB SIDE), EXISTING GUARD RAIL PROP.BRIDGE/TYP,I I I (, I I FH TO REMAIN, C.L.PARK STA 2�1+02.05 1i I ,�` DO NOT DISTURB EX,J DO NOT DISTURB =1NTERIAODAL LEAD$TA A102.19 I I —r� Y / CITY OF WYLIE 12"WL XX00000= STORM DRAIN TO BE REMOVED PARK �� D C.L.PARK$TA 2B+16.9A I,I I L.L.PARK STA 2T199.5 78 TO REMAIN O A I v FuiuAE S-t 5 A I DO NOT DSTURB C.L. MILEPOST TAT1-14. GR,TO LLE SUBDIVISION C SURVEYED TREES DIAJ SEE NOTE L I EX.KCSR EQUIPMENT KCSR MAINLINE STA 9102-24 i + + CABINET SS 11 WOODED AREAS TO BE CLEARED C.L.PARK BLVD ! / / / C.L.PARK STA 288. 287.00 -FUTURE S-2 STA 4102+29 NOTES,S WITHIN CONSTRUCTION LIMITS -- DO NOT DISTURB EX.;� --'—'" -- 266.00 CROSSINGS BY KCSR.NO / / / C.L.PARK STA 288.TSA$ PROP.WORK IN THIS AREA r I J(� / / =FUTURE S-3 STA 4102+31'---_—_ 29 1.ITEMS ON THIS SHEET THAT ARE LABELED WITH A PROP,BENT'BB f J QUANTITY AND UNIT OF MEASURE ARE A SEPARATE -� PROP.CURB ITYPJ - 'REMOVE 27 LF E%. --"- PAY ITEM.ALL OTHER ITEMS ARE SUBSIDIARY TO NO CRASH WALL 1 / GUARD RAIL I'ITYP.I 'GENERAL SITE PREPARATION'UNLESS OTHERWISE / / DO NOT 01 UR EX.RR NOTED. Lj SIGNAL ARM ASSEMBLY 2.CONTRACTOR TO MAINTAIN EXISTING SECURED g� DO NOT DISTURB EX. I :1 I .AND POWER CONDUITS /X v PERIMETERS ON NTMWD AND USACE PROPERTIES. Op 1%TYP, UTILITIES TO REMAIN I ? ENO PROP.WORK IN THIS J / CHMROCTERISTRARY C FENCING SEESPROJECHALL ATLHYOXIT TFOR FENCE to A 5 7 A U ITYPJ AD � " DESIGNATED AREAS AND TCP SPECIAL REQUIREMENTS REMOVE 11 SY # ! -� / J �P OP.BENT-9 REMOVE 7 SY FOR ADDITIONAL INFORMATION. CONCRETE PAVEMENT h -i a• A_ ,7. NO CRASH WALL CONCRETE PAVEMENT 3,ALL DIMENSIONS ARE TO FACE OF CURB UNLESS T'. - ION 5B SIDE' /•� P AIL 1 /7� _ OTHERWISE NOTED. i C 0 SING`WG EE! T/- / 1 �T-'— <.REMOVAL WORK MUST BE DONE N PHASES/STAGES. __ 10'PROP.T MP HST.EASEM May I �l "1, ,� I l¢,_' EX,R.O.W, 1 ITYP.1 REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION DO NOT DISTURB EX. / -7•--_yklLi-� "T SEQUENCE. —Q-- LJ�' 1 1' / SSMN / / (F'L/'l /v 4" S.REFER TO SIGNING A PAVEMENT MARKING LAYOUT FOR Oh I. TO REMAIN/„/O' �h /; p EXISTING SIGN REMOVAL AND/OR RELOCATIONS. a I` — ROP1},-0.�__ 6.ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN .� �J-- _ _ _ /W� CONFLICT WITH PROPOSED CONSTRUCTION TO BE — RELDCATED AND/OR ADJUSTED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE INTERIM l l l --/) I �J---- PROTECTION AS NECESSARY.ABANDONED FRANCHISE I I I I I — jO.P UTILITIES IN CONFLICT WITH THE PROPOSED WORK t1 11;..I H1NAi I I. rR / / / / / / 1 '� �,;: ROP TEMP SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR AI I1 F,I•.It1I Y UU �/ I 1 / / / / / 1 CON EASEMENT A$DIRECTED BY THE ENGINEER.ALL WORK TO COMPLY J RQ- WITH THIS NOTE IS SUBSIDIARY TO'GENERAL SITE �P PREPARATION'UNLESS OTHERWISE NOTED. ^ 7.REFER TO PAVING PLANS AND ROADWAY GRADING AND I DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. B.ALL TREES LOCATED BETWEEN THE ROADWAY AND _ PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE CITY OF WYLIE 12" REMOVED UNLESS NOTED TO REMAIN. (EYIp NT I Kl�� RF WATER LINE TO BE EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC G S�EpSEW' ! REMOVED AND PROP•TE P, IN NATURE AND MAY HOT ACCURATELY REFLECT THE SIZE AND RELOCATED,SEE LOCATION OF EACH PARTICULAR UTILITY.SOME UTILITY LINES MAY VARIABLE WI07 i PROPOSED WATER LINE -- HOT BE SHOWN.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TEMP.CONST•EASEMEN REMOVE AND REPLACE SHEETS FOR ADDITIONAL ��__ ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTAITIES, EX.AND HYDRANT RE40VE 6BB SY WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME o DO NOT DI 0 REMAIN CONCRETE PAVEMENEE INLET, N. RESPONNCESI FOR REPAIRS R EXISTING LOCATION wFE EXISTING A 10 FF AL — THER REMOVE EX. DNOR KORR NOT,HORIZONTAL ABY CONTRACTORS A�TIVIf IES. ___ CITY OF WYLE 12"WL� _. _,— EX R_O.W, TI SHALL HOT BETA BASIS FOR ADDITIONAL[OMPEN$TION. I ES M L AL -- _ _ J REMOVE 26 LF EX. GUARD RAIL p� 6. ��I � .L P S 9 0 0 �' .A. ................' PHWIDT%M9 . PROP.BRIDGE ITYP.1 Ise II I E DONALU AOAM xaNE OJ-IR-22 AI .y mlI O 10)A49••• oolin il� lnc rec Ibl Pngie-i� REMOVE E%.BOLLARD + /t TBPLTS engin mulg ITYP.1 �.fH, fS NSE� Pra .4.THPLIS Cry uy Fiml AF-113 S 1 REMOVE 2A5 SY 291.00 ASPHALT-- 29L !� REMOVE 90 LF AND CCCVVV C.L.PARK BLVD - PLUG E%.IB'RCP PAVEMENT/BASE REMOVE S3 LF EX. +. REMOVE 25 LF II, - -----_—_—_294+00 F OR GENCY APPROVAL ONLY '!', X.12'SANINTARY UARD RAIL PLUG EX.RCP REMOVE 1657 SY — - NOT FOR CONSTRUCTION" ___ EX.30"RCP _ rn REMOVE 53 IL CONCRETE PAVEMENT y 0 ES.GUARD RAIL 19 _ _.. _ PARK BOULEVARD EXTENSION V ITYP.1 SEWER AIBANDONED - - - PARK A� (U — K BLVD s - I.1TYP1 DX SSMH TO REMAIN. J REMOVE 69 SY SIDEWALK X. 0.- --4— ADJUST TO PROPOSED Q -- _ �cRYAOE i 'j Z \ PROP.SIDEWALK ITYR.1 SITE PREPARATION — PLUG EX.18"RCP REMOVE Il LF AND PLUG 10' AND REMOVAL PLAN Z ---___ W 4CCESSEM STA 285+50 TO STA 294+50 AT WYE �y _ EX.IB"PIPE T $ ggCpcp�STEMP •` REMOVE EX.INLET, ; - LJ� 30'PROP TEMP.CONST. T— � r� EASEMENT 30, 0 P SEG.ES —__), f 1 EA I Q —I o 71 I _ - NT REMOVE 19 LF AND REMOVE E%INLET, __ { �7Tn wl, �•';y { PLUC E%.IB"RCP dl ly. I Ea �� R�a(cfo TX TX TARRN1-1 aM1TE MM �$ V PROP.PAVEMENT NOTE: H1..;i1 '.I E%.11"SANINTARY SEWER , HALFF FNtR'10Tm"m TKPE FIRM MF-]tf ITYP.1 wl IOU W SEE PAVING AND GRADING L_�LINE TO BE ABANDONED T 1 T P PLANS FOR MORE INFORMATION oMrc TAYM W']0lOTT '� W]A9oi1 O FH TO REMAIN, ( ON PAVEMENT REMOVAL AND PROJECT aRa®_ W9AlmT FCXe T 40 p \t 00 NO7 DISTURB I I I v GRADING LIMITS FOR CENTENNIAL DR. REMOVE 2�5Y SKIEW\LK GONTRACT1�192 WHEEi 56 a 488 RP-17 A ,o w a L__J z---4— NORIlY]NTAL BGLE IN FEET EX.CITY OF WYLIE 12" ___ -----------�--'r LEGEND ND 8"WATER LINE TO_ --------- FULL DEPTH CONCRETE PAVEMENT/ ---�1�'BE REMOVED AND O � nt" RI+. I r.c.s RR ® 50 WALK TO BE SAWCUT AND REMOVED. ------ RELOCATED.SEE INCLUDING CURB AND BASE MATERIALS PROPOSED WATER LINE EX FIRE HYDRANT TO REMOVE 1962 SY FULL DEPTH ASPHALT PAVEMENT SHEETS FOR ADDITIONAL `v BE REMOVED AND CONCRETE PAVEMENT I TO BE SANCUT AND REMOVED. INFORMATION. REPALCED INCLUDINGA MATERIALS I BASE REMOVE EX.INLET, PROP.SIDEWALK ITYP 1 D yI - �fFENCE TO BE REMOVED - _--- c, EXISTING GUARD RAIL rou = _(ecY—- D — p )00000000( STORM DRAIN TO BE REMOVED SURVEYED TREES 1>8"DIA.)SEE NOTE 8 N `✓ WIN D AREAS TO CONST CONSTRUCTION E RED LIMITS WITHIN PROP.PAVEMENT ITYP.) -.. REMOVAL Al NOTES. REMOVE 66 LF EX.IB" + C.L.PARK BLVD z 291a00 RCP 2%i0� — 297+`0 298+00 pr 29 IF�> 1.ITEMS N THIS SHEET THAT ARE LABELED WITH A _—_—_—_—_ _—_—_ _—_—_—_—_ _—_ _—_—_—_—_—___—_—_ _—_—_—_—_ _— _—_____—_—_ __ PAYNTEM.AT TY LL OTHER ITEMS UNIT OF MEASURE AE SUBSIDIARY TO H EX.12"SANINTARY SEWER T' — _t— v 'GENERAL SITE PREPARATION'UNLESS OTHERWISE LINE TO BE ABANDONED DO NOT DISTURB EX. y o PROP.PAVEMENT ITYP.) UTILITIES TO REMAIN '� i .] 2.CONTRACTOR TO MAINTAIN EXISTING SECURED -_ NOTED u PERIMETERS ON NTMWD AND USACE PROPERTIES. TEMPORARY FENCING SHALL MATCH EXISTING FENCE FOR } ' END PAVEMENT F DESG ATEDSA AREAS E AND R CPCSPECIALLUREOUREMENTS PARK BLVD REMOVAL INFO 3.ALL DIME NAL RE TOA FIACE OF CURB UNLESS OTHERWISE NOTED. 9.REMOVAL WORK MUST BE DONE R PHASES/STAGES. -A--A—_-- ...__. _. .. - .-,.. REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION ® _—_ --' --- _ _ _ SEQUENCE. REMOVE E%.INLET, E%.GIBE HYDRANT TO E%.R.O.W. o - - ---- -------- - S.REFER TO SIGNING 6 PAVEMENT MARKING LAYOUT FOR i EA-- REMAIN 10'PROP.TEMP.CNST.EASEMENT EXISTING SIGN REMOVAL AND/OR RELOCATIONS. --------- ------------- ----------- _ '� u 6.ALL CONFLICT EXISTING FRANCHISE UTILITY APPURTENANCES IN {s 1 FIELD AT WITH PROPOSED CONSTRUCTION . E ® REM 156 SY REMOVE AND REPLACE \l RELOCATED AND/OR ADJUSTED BY OTHERS. SIDEWALK E%.INLET,I EA CNTRACTOR TO COORDINATE AND PROVIDE INTERIM PROTECTION AS NECESSARY.ABANDONED FRANCHISE REMOVE 7 LF AND PLUG UTILITIES IN CONFLICT WITH THE PROPOSED WORK EX.18"RCP SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR A DIRECTED BY THE ENGINEER.ALL WORK TO COMPLY bl•il+i II+ WITH THIS NOTE IS SUBSIDIARY TO'GENERAL SITE PREPARATION'UNLESS OTHERWISE NOTED. T.REFER TO PAVING PLANS AND ROADWAY GRADING AND DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. BALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE 9 1 REMOVED UNLESS NOTED TO REMAIN. EX TING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC x INNATURE AND MAY NOT ACCURATELY REFLECT THE SIZE ANp Y LOCATION OF EACH PAPTICULAR UTILITY.SOME UTILITY LINES MAY Fr y w NOT BE SHOWN.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR HL �� ACTUAL S RF.' FIELD LOCATION AND PROTECTION OFEKISTING UTILITIES.rct II+ i WHETHER SHOWN OR NOT.CNTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES HE SHOW N N NOT. DAMAGED BY CONTRACTOR'S ACTIVISIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION Of EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. I I u _ Ex R O.N. C��NAL2=!_M�KAt No' u.wwA.meesloTuso�o3e-nIT.M 8qy, 107449 °I Awe unOU Ws TsueeE eNyoc�B. ,F J �Y.S rySE� Pru9ce Act TBPEIS F.IF 312 Y En,nee,, d [L C.L.PARK BLVD /1 'FFOR GENCY APPROVAL ONLY V2 00_—_—_—_—_ 700hAT1 _—_—_ J07a00 `:J 702a00 703 00 --�-y------ --------------�-------- °------------A --- - ---- NOT FOR CONSTRUCTION., z — — a.. x PARK BOULEVARD EXTENSION U PARK BLVD ©� SITE PREPARATION n W X.R.A."" ""—" — — O AND REMOVAL PLAN O N • O Q STA 294+50 TO END � � � Nm PARNYMDD xw,wnE A4O WAL-MARL Rh Ai I FRMCO,TX)AAN.MIAt TEL pp14 A1HAM s BUSIN{ HALFFYAWN FAK p1/�1]KOOYA TBPE FIgMiJ13 NL WWWlWt �. 1"MO' � pQ 1 GaNTNAcr N°. 35192 57 DF 488 RP-18 CL-PARK Curve Data Chain CL-PARK contains: -----------• Curve Data -PARK-6 •----------" CLPARK01 CUR Cl.-PARK-1 CL -PARK-1 CUR CL-PARR-2 CUR CL-PARK-3 CUR CL-PARK-4 CUR CL-PARK-S- P.I. Station 197+89.18 N 7,065,120.92 E 2,570,466.87 Curve CL-PARK-11 CUR CL-PARK-6 CLPARK02 CUR CL-PARK-7 CUR CL-PARR-8 CUR CL-PARK-9 CUR CL-PAAK-1- Delta 18' 17. 10.97" (LT) P.I. Station 258+88.97 N 7,065,565.34 E 2,576,494.69 0 CLPARKO3 CUR CL-PARK-11 CUR CL-PARK-12 CUR CL-PARK-13 CUR CL-PARE-14 CUR CL-P- Degree 5' 12' 31.35^ Delta 49' 01' 52.14- IN ARK-15 CLPARK04 Tan t 177.09 Degree - 5' 06, 56.50" Beginning nhain CL-PARK description Length - 351.07 Tangent - 510.78 =----o"-===. -----a-------a------=--------=-_---------------------------- Radzua = 1,300.00 LengtR = 958.95 External ":006 Radius = 11120.00 Point CLPARK01 N 7,064,076.85 E 2,565,726.27 Ste 145+12.85 Long Chord = 349.59 External = 110.97 Mid. Ord. - 13.59 Long Chord 9209 47 Course from CLPARKOI to PC CL-PARK-1 S 89' 47. 46.69" E Dist 578.33 P.C. Station 196♦07.14 N 7,061:171:11 E 2,570,299.94 Mid. Ord. - 100.97 P.T. Station 199+58.22 N 7'065,117.30 E 2,570,643.88 P.C. Station 253+78.19 N 7,065,551.75 E 2,575:914:09 Curve Data C.C. N 7,066,217.07 E 2,570,666.36 P.T. Station 263+36.64 N 7,065,188.72 E 2,576,839.73 •__________^ La -S 70' 32' 33.46" E C.C. N 7'064,432.14 E 2,576'013.90 Curve CL-PARK-1 Ahead 5 88' 19' 44.43" E Back N 88. 28' 28.68• E P.I. Station 153+31.11 N 7,064,073.94 E 2,566,544.52 Chord Bear -S 79' 41- 08.94" E Ahead - S 42. 29' 39.18" E Delta - 26' S9' 03.54^ IN Chord Bear = S 67' 00' 35.25" E Degree 5. 43' 46.48^ Course from PT CL-PARK-6 to CLPARK02 S 88' 49' 44.43" E Dist 1,011.29 Tangent - 239.93 Point CLPARK02 N 7,065,096.63 E 2,571,654.96 Sta 209+69.51 Course from PT CL-PARK-11 to PC CL-PARK-12 S 42' 29' 39.LB" E Diet 128.36 Lenggth - 970.97 Curve Data Ratliu9 - 1,000.00 Course from CLPARK02 to PC CL-PARK-7 S 89' 10' 44.27 E Dist 965.64 ------------ Ex 1n1l 28.38 Lon Chord - 466.62 Curve CL-PARK-12 9 Curve Data P.I. Station 26fi+58.19 N 7,064,951.63 E 2,577,056.94 Mitl. Ord. 27.60 .__________• Delta 21. 52' 06.67" (LT) P.C. Station 150+91.17 N 7,014:079.79 E 2,566,304.59 Curve CL-PARK-7 Degree S. 43' 46.47. P.T. Station 155+62.14 N 7,069,182.05 E 2,56fi,758.72 P.T. Station 217r36.49 N 7,065,085.64 E 2,572,421.86 Tangent 193.19 C.C. N 7,065,079.79 E 2,566,308.15 pelts = 30' 07 04.57" (LT) Length 381.68 Back =S 89' 47' 46.69" E Degree = 5' 06' S6.50' Radius = 1,000.00 Ahead =N 63. 13' 09.77" E Tangent = 301.34 External = 18.49 Chord Bear N 76' 42' 41.54" E Length = 588.74 Long Chord = 379.37 Curve Data Radius 1,120.00 Mid. Ord. 18.15 A__________� External 39.83 P.C. Station 264+65.00 N 7,065,099.07 E 2,576,926.44 Curve CL-PARK-2 Long Chord 591.98 P.T. Station 268+46.68 N 71 069,868.09 E 21577:231.11 P.L. Station 158+03.69 N 7,064,290.09 E 2,566,974.36 Mid. Ord. - 36.46 C.C. N 7,065,769:549 E 2,577,663.79 Delta 27 09' 34.23" (RT) P.C. Station 214+35.15 N 7,065,089.96 E 2,572,120.55 Back -S 42' 29. 39.18" E Degree 5' 93' 46.98" P.T. Station 220+23.89 N 7,065,233.10 E 2,572,684:66 Ahead -S 64' 21. 45.85^ E Tangent = 241.55 C.C. N 7,066,209.85 E 2,572,136.60 Chord Bear S 53' 25. 42.52" E Len th 479.02 Back -S 89' 10' 44.27^ E 9 Ahead -N 60' 42' 11.16" E Curve Data Radius - 1,000.00 Chord Bear N 75' 45' 43.49^ E External 21.76 Long Chord - 969.60 Curve CL-PARK-13 Mid. Ord. 27.96 Course from PT CL-PARK-7 to PC CL-PARK-8 N 60. 42' 11.16" E Dist 275.41 P.I. Station 270+42.53 N 7,064,783.30 E 2,577,407.69 P.C. Station 155+62.14 N 7,069,182.05 E 2,566,758.72 Delta - 22' 09' 45.96" IN P.T. Station 160+36.16 N 7,064,289.29 E 2,567,215.91 ^Curve Data^ Degree - 5' 93. 46.4B" C.C. N 7,063,289.31 E 2,567,209.30 Tangent - 395.85 Back =N 63' 13' 09.77^E Curve CL-PARK-8 Length = 386.B1 Ahead =S 89' 37' 36.00" E P.I. Station 225+09.82 N 7,065,470.88 E 2,573,108.44 Radius 1,000.00 Chord Bear =N 76' 97' S6.89^E Delta 2B' 27' 14.48" (RT) External 19.00 Degree 6. 54' 11.18" Long Chord - 384.41 Course from PT CL-PARK-2 to PC CL-PARK-3 S 89' 37' 16.00" E Dist 576.99 Tangent - 210.52 Mid. Ortl. 18.64 Length - 412.35 P.C. Station 268+46.68 N 7,D69,868.04 E 2,577,231.11 Curve Data Ratlius 830.00 P.T. Station 272+33.99 N 7,069,638.21 E 2,577,539.25 ,______Data. External 26.28 C.C. N 7,D63,966.49 E 2,576,798.44 Curve CL-PARK-3 Long Chord 408.12 Back S 64' 21' 45.85" E 8 P.I. Station 171+12.67 N 7,064,282.17 E 2,568,292.39 Mitl. Ord. 25.41 Ahead -S 42. 11. 59.89• E Delta - 79' 33' 24.50• (LT) P.C. Station 222+99.30 N 7,065,367.87 E 2,572,914.84 Chord Bear = S 53' 16' 52.87" E Degree 9' 32. 57.47" P.T. Station 227+11.65 N 7,065,973.94 E 2,573:318.94 Tan ant 499.52 C.C. N 7,064,644.03 E 21573,330.99 Course from PT CL-PARK-13 to PC CL-PARK-19 S 42' 11' 59.89• E Dist 903.75 g Back -N 60' 42' 11.16" E Length - 833.12 Ahead -N 89' 10' 05.64• E Radius = is0.00 Chord Bear N 74' 56' 08.40" E External 180.72 11 Long Chard - 767.78 Course from PT CL-PARK-B to PC CL-PARK-9 N 89. 10' 05.64" E Dist 754.24 Mid. Ord. 138.89 P.C. Station 166+13.15 N 7,069,285.47 E 2,567,792.88 Curve Data P.T. Station 174+96.27 N 7,069,772.80 E 2,568,386.18 ,__---_____, C.C. N 7,064,885.46 E 2,567,796.85 Curve CL-PARK-9 Back =S 89' 37' 16'00" E P.I. Station 234+99.36 N 7,065,485.37 E 2,574,106.56 0i Ahead =N 10' 49' 19.50 E Delta 1' 55' 01.68" (LT) :•+ s: 7Tc.rxl v+"c oc 06 aoc.mom... Chord Bear -N 50' 36' 01.75^ E Degree - 2' 51' 13.24" +^uw D^wawa.m x.oc, Curve Data Tangent 33.46 oox.io n0nu x4nF of.as umcoe-�mo ie",m� oma;",m"m me rc um.P°"" Leny th 66.92 10iDd9 yvm ie RetliU9 - 2,000.00 aKcn.c undc:rnc` . Curve CL-PARK-9 External = 0.28 F "F P,I. Station 179+51.65 N 7,065,269.20 E 2,568,481.07 NSEU Pr.cure wc,.rseFrc Eogm«ring Fvm 4F-J13 Delta = 80' 12' Sfi.26" (RT) Long Chord - 66.92 fr g Degree = 9' 32. 57.97" Mid. Ord. = 0.28 Tangent = 505.39 P.C. Station 234+65.B9 N 7:065,9B4:11 E 2,574,073.10 - Len th = 840.02 P.T, Station 235+32.81 N 7,065,986.98 E 2,574,139.99 Radius - 840.02 C.C. N 7,067,4B4.68 E 2,574,044.07 "FOR AGENCY APPROVAL ONLY External 184.48 Back =N 89' 10' 05.64" E Long Chord 773.07 Ahead -N 87. 15' 03.95. E Mid. Ord. 141.17 Chord Bear -N 88' 12' 34.79' E NOT FOR CONSTRUCTION" y P.C. Station 174+46.27 N 7,064,772.8D E 2:56B,386.18 Course from PT CL-PARK-9 to PC CL-PARK-10 N 87' 15' 03.95" E Dist 829.83 ...v .... P.T. Station 182+86.28 N 7,065:260:05 E 2,568,986.38 • _---_ - -. C.C. N 7,069,660.15 E 2,568,975.51 Curve Data PARK BOULEVARD EXTENSION Back -N 10' 99' 19.50" E Ahead =S 88. 57' 99.23 E Curve CL-PARK-10 8 Chord Bear =N 50' 55' 47.64" E P.I. Station 243+96.10 N 7:065,528.38 E 2,575,002.28 g Course from PT CL-PARK-4 to PC CL-PARK-S S 88' 57' 44.23" E Dist 967.23 Delta 1' 55' 01.68" (RT) Degree 2' 51' 53.24^ Curve Data Tangent 33.46 Length - 66.92 Curve CL-PARK-5 • -^ Radius - 2,000.00 nal .28 P.I. Station 194+31.87 N 7,065,239.30 E 2,570,131.77 LongExterChord = fi6.92 Delta - 18. 25' 30.77" (RT) Mid. Ord. = 6.92 Degree 5' 12' 31.35" HORIZONTAL ALIGNMENT DATA Tan ant 178.35 P.C. Station 243.62.64 N 7,065,526.771 E 2,574,111:16 9 P.T. Station 244+29.56 N 7,06S:S28.87 E 2,575,035.74 Length - 353.63 C.C. N 7,063,529.08 E 2,575,064.78 Ratlius 1,300.00 Back -N 87' 15' 03.95" E External 14.37 Ahead -N 19. 10. 05.64" E -- Long Chord 352.11 Chord Heaz -N 88' 12' 39.80" E ■ ■ aw r9xxw000 s,vo,sunegm Mid. Drd. - 1,.18 HALFF `.8O).1 -°�P.C. Station 192+53.51 N 71115:242.53 E 2,569,953.44 ■■■ T.pu�4,s+sra 1.Q P.T. Station 196+07.19 N 7,065,179.89 E 2,570,299.94 Course from PT CL-PARR-10 to CLPARK03 N 89. 10. 05.69" E Dist 196.02 ■ ■ Fuc(214)73i�00g5 rare FM W412 g C.C. N 7,069,142.71 E 2,569,933.52 point CLPARK03 N 7,065,531.71 E 2,575,231.74 Ste 246+25.58 Back =S 88' 57' 44.23" E uc a•4agos, Ahead -S 70' 32' 33.46" E Course from CLPARK03 to PC CL-PARK-11 N 88' 28' 28.68" E Dist 752.61ycr� wn 35192 ry eo.N'T.S' Chord Hear -S 79. 45' OB.84" E SN.- s2 or IBB HA-01 CL-PARK CONTINUED PAUL WILSON ROAD Curve Data Chain CL-PAULNIL contains: Curve Station ---------- 321 322 P.I. Station 276+82.38 N 7,064,305.67 E 2,577,840.77 Beginning chain CL-PAULNIL description Delta - 1' 43' 25.76 (LT) -----------------•---'---------------------------------------------- ---- Degree - 1' S4' 35.99" Tangent 45.13 Point 321 N 7,064,907.189 E 2,571,136.501 Ste 3+00.00 Length - 90.26 Radius 3,000.00 Course from 321 to 322 N 1. 10' 15.57" E Dist 400.000 External - 0.34 Long Chord - 90.26 Point 322 N 7,065,307.106 E 2,571,144.675 Ste 7+00.00 Mid?Ord. 0.34 P.C. Station 276+37.21 N• 7,064,339.10 E 2,577,810.46 _ _____:as___:=:.----.---------- P.T. Station 277+27.50 N 7,064,273.16 E 2,577,872.08 ----------- ---- ----- ------ C.C. N 7,066,354.27 E 2,58D,032.87 Back -S 42 Ending chain CL-PAULNIL description . 11' 59.89• E Ahead -S 43. 55' 25.65" E Chord Bear -S 43' 03' 42.77•E Course from PT CL-PARK-14 to PC CL-PARK-15 S 43' 55' 25.65" E Dist 631.19 Curve Data Curve CL-PARK-15 •----------• NTMWD DRIVEWAY P.I. Station 289+76.93 N 7,063,373.25 E 2,570,738.81 Chain CL-NTMND contains: Delta - 44. 47' 56.55" (RT) 35 36 Degree - 3' 49, 10.99" Tangent - 618.29 Be ginning p Length - 1,172:24 g g chain CL-NTMWD description Radius - 1,500.00 "----------'------------------------------------------_---------_-____------- External - 122.91 Point 35 N 7,065,628.680 E 2,573,661.759 Ste 3+50.00 Long Chord - 11143.19 Mid. Ord. - 113.18 Course from 35 to 36 S 0' 36' 31.02"W Dist 500.000 P.C. Station 283+58.69 N 7,063,818.54 E 2,571:3219.99 P.T. Station 295+31.53 N 7,062,755.08 E 2,578,729.37 point 36 N 7,065,128.908 E 2,573,656.498 Ste 8+50.00 C.C. N 7,062,777.99 E 2,577,229.59 Back - S 43' 55' 25.65" E Ahead - S 0' S2' 30.90" w ---"------------'------------'------------------------------------------- Chord Bear - S 21' 31' 27.37" E Ending Chain CL-NTMND description Course from PT CL-PARK-15 to CLPARK04 S 0' 52' 30.90" W Dist 868.47 Point CLPARK04 N 7,061,886.71 E 2,578,716.10 Ste 304+00.00 -----•---••--------------•--"-"-------------'----------------------- ----- Entling Chain CL-PARK description LYNDA LANE Chain CL-LYNDA contains: 81 82 Beginning Chain CL-LYNDA description ------------ --------------------------'-----------------------------.ee-- PROPOSED MOSES DRIVE Point 01 N 7,065,516.49 E 2,574,751.79 Ste 1+00.00 Chain CL-NOSES contains: 85 CUR CL-MOSES-1 86 Course from 81 to 82 S 14• S8' 04.30" E Diet 250.00 Beginning chain CL-MOSES description Point 82 N 7,065,274.97 E 2,574,816.36 Ste 3+50.00 ------------------•-------------------------------------------------------- Point 85 N 7,065,199.48 E 2,570,238.90 Ste 1+00.00 Ending chain CL-LYNDA description Course from 85 to PC CL-MOSES-1 N 17' 36' 11.19" E Diet 53.30 S Curva Data "----------" Curve CL-MOSES-1 P.I. Station 1+68.37 N 7,065,264.64 E 2,570,259.57 ' Or Delta - 17. 08' 01.67• (LT) PROPOSED SKYVIEW DRIVE ,; .m=wal.pp=wig°°muao<°ma"�"a• Degree 57' 17' 44.81" Chain CL-SKYVIEW contains: a �A wmarveE by t03 82^2duv Ks Tangent 1$.06 ...... PPa10]d49 on 031422.AllK., Length - 29.90 5000 CUR CL-9RYVIEN-1 5001 DONALD ADM g4NE of a wake a0=umc°�_t., Radius - 100.90 1074449 ".;NI=��g,P`„e, Beginning chain CL-SKYVIEX description External - 1.13 ...-...-----•---------------.--'--'--' "-`��------------ -•-------------•- " c=An.THPLIS Lvgmee g Fi,m YF.112 Long Chord 29.79 fs N5E %• Mid. Ord. - 1.12 Point 5000 N 7,065,514.45 E 2,576,302.03 Ste 1+00.00 P.C. Station 1+53.31 N 7,065,250.21 E 2,570,255.02 g P.T. Station 1+03.21 N 7:065:279.70 E 2,570,259.70 Course from 5000 to PC CL-SKYVIEW-1 N 14. 54' 26.01" E Dist 9.99 C.C. N 7,065,280.52 E 2,570,159.70 Beck -N 17• 36' 11.19- E Curve Data. FOR GENCY APPROVAL ONLY Ahead -N 0' 28' 09.32 E Chord Hear -N 9. 02' 10.26" E Curve CL-SKYVIEW-1 . NOT FOR CONSTRUCTION" Course from PT CL-NOSES-1 to 86 N 0' 28' 09.32" E Dist 216.79 P.I. Station 3+12.69 N 7,065,719.98 E 2,576,356.75 - a• +•-- --- Delta - 49' 28• D8.14" (RT) Point 86 N 7,065,496.49 E 2,570,261.47 Ste 4+00.00 Degree - 13' 01' 18.37" Tangent - 202.70 PARK BOULEVARD EXTENSION ---•---•-------------•---•---..--------------------.-.----------------- _---- Lenggth - 379.89 Ending chain CL-NOSES description Aadius - 440.00 External - 44.44 Long Chord - 368.20 Mid. Ord. - 40.37 P.C. Station 1+19.91 N 7,065,524.11 E 2,576,304.60 P.T. Station 4+89.89 N 7,015:807:64 E 2:576:539:51 tip C.C. N 7,065,410.91 E 2,576,729.79 Back =N 14' 54' 26.01- E Ahead =N 64' 22' 34.15" E Chord Bear -N 39' 38' 30.08" E HORIZONTAL ALIGNMENT DATA 7 Course from PT CL-SKYVIEN-1 to 5001 N 64' 22' 34.15" E Dist 437.60 Point 5001 N 7,065,996.89 E 2,576,934.07 Ste 9+21.49 HALFF FRADO,KWOODa VO,WRE4W Tam1C2O,TK 1g4NJM1 Ending Chain CL-SKYVIEN description--- --------------------- -------------- Fii ptili'gamN Tare FNW aFJIx nwv avav4xl Az Wmo:l Az rxvmxl awr N.T.3. � coNrxlM.�No. n 35192 eHEE7 63 of 488 HA-02 EAST FORK PARK ENTRANCE SPENCER LANE Chain E FORK PARK contains: Chain CL-SPENCER contains: 5500 5501 CUR CL-SPENCER-1 84 Beginning chain E FORK PARK description Beginning chain CL-SPENCER description Point 5500 N 7,065,685.57 E 2,576,701.97 Ste 1+00.00 Curve Data Course from 5500 to 5501 N 23' 40' 01.64" E Diet 569.38 Curve CL-SPENCER-1 P.I. Station 2+58.20 N 7,064,491.55 E 2,577,470.89 Point 5501 N 7,066,407.05 E 2,576,930.54 Sta 6+69.38 Delta - 21' 57' 35.03' (RT) Degree - 19' 05' 54.94• _____ _______________________ _____ ________________—.____________..___._- Tangent - 58.21 Ending chain E FORK PARK description Length - 114.98 Radius 300.00 External - 5.59 Long Chord - 114.11 Mid. Ord. 5.49 P.C. Station 2+00.00 N 7,064,439.17 E 2,577,453.52 P.T. Station 3+14.98 N 7,064,530.65 E 2,577,522.01 C.C. N 7'064,308.41 E 2:577,723:53 TTPA DRIVEWAY Back -N 25' SO' 25.09' E Chain CL-TTPA-DRWY contains: Meatl -N 41. 48' 00.12• E CUR CL-TTPA-DRWY-1 Chord Bear =N 36' 49' 12:60' E !:ginning chain CL-TTPA-DRWY description Course from PT CL-SPENCER-1 to 2001 N 47' 48' 00.12" E Dist 285.02 ---""`"'------`--"-'-'-"""..... `-...... Point 2001 N 7,064,722.10 E 2,577,733.16 Ste 6+00.00 Curve Data -------------=_`---------_________________________`:_____.__._._---_---------- "_---------' Curve CL-TTPA-DRNY-1 Ending Chain CL-SPENCER description P.I. Station 1+86.28 N 7,065,693.15 E 2,576,285.57 Delta - 34' 15' 12.02" (RT) Degree - 20' 27' 46.00" Tangent 06.21 Len - 167.39 Ratllus - 200.00 SPRING CREEK PARKWAY External - 12.99 Long Chord - 164.91 Chain CL-SPRCRK contains: Mid. Ord. 12.42 323 CUR CL-SPRCRK-1 P.C. Station 1+00.00 N 7,065,646.88 E 2,576,358.40 P.T. Station 2+67.39 N 7,Ofi5,772.39 E 2,576,251.42 Beginning chain CL-SPRCRK description C.C. N 7,065,803.21 E 2,576,508.55 ............................... ..... .....��.....�....-.....-..--.-....-. Back N 57' 34' 12.61" W Ahead -N 13' 19' 00.59" w Point 323 N 7,061,954.265 E 2,579,717.133 Ste 0+00.00 Chord Bear -N 40' 26' 36.60" w Course from 323 to PC CL-SPRCRK-1 N 0' 52' 30.90- E Dist 800.906 -------------"---.A—D_.-.._.------------"----------------------------------- Ending chain CL-TTPA-DRNY tleecription urve-Data Curve CL-SPRCRK-1 P.L. Station 14+19.15 N 7,063,373.247 E 2,578,738.811 g Delta = 44' 97' 56.55" ILT) Degree 3' 99' 10.99" Tangent 618.241 Lenpth 1:172.036 PROPOSED FORREST ROSS ROAD Bxi.znal 1�522:<12 Chain CL-FORREST-RO contains: Long Chord - 1,141:111 CUR LL-FORREST-RO-1 CUR CL-FORREST-RO-2 Mid. Oid. 813.176 P.C. Station 8+00.91 N 7,062,755.078 E 2,57B,729.367 Beginning chain CL-FORREST-RO deecript ion P.T. Station 19+73.74 N 7,063,818:543' E 2,578:309.936 .��-------------------------.--.------------------�.-.-................... C.C. N 7,062,777.992 E 2,577,229.542 Back =N 0' 52' 30.90" E Curve Data Ahead =N 43' 55, 25:65" w - •----------• Chord Bear -N 21' 31 2737'w `,E Or �+ Curve CL-FORREST-RO-1 `+ °s 'mc w�i. cv+"g on mi.mcvm�or... P.I. Station 2+30.40 N 7,065,142.58 E 2,576,705.27 ----------------------------------------------------------------------------- A i .mn"ra,�gr O"�d Ame x,oc, Della - 33' 00' 56.36" (LT) Ending chain CL-SPRCRK description ••• -•• Peri07aav on 03-i1-22.,um..uoo Degree - 13' Ol' 18.37" �DONAL:DAM AN** or.—ddo F.,",woo,props, Tanggent 130.90 �p7adq••• o"iu;c.uoo min.,. o.mtr.coy"w. Radius - 440.5 t "a,ow:�naa N, ,Ensnaring external - 16.192, NSE� Prenicc A<I.NPEIS L:vgineerinB Fim�aFl12 Long Chord 250.05 Mid. Ord. 10.14 P:T: Station 3+53.54 N 7,065:012.22 E 2:576:702:30 "FOR GENCY APPROVAL ONLY C.C. N 7,065,OD2.19 E 2,577,142.18 NOT FOR CONSTRUCTION" Back -S 34' 19' 16.99" W Mead -S 1' 18' 20.63' W Chord Beat -S 17' 48' 4B.81• N Course from PT CL-FORREST-RO-1 to PC CL-FORREST-RO-2 S 1' 18' 20.63" W Diet 60.87 PARK BOULEVARD EXTENSION .Curva_Data � ©r` Curve CL-FORRE9T-RO-2 L\� P.I. Station 8+98.85 N 7,069,467.05 E 2,576,689.87 Delta 49' 32' 09.53" (RT) Degree 5' 27' 24.27" Tangent 484:14 Length 907 77 Radius = 1,051.11 External = 106.31 Long Chord = 879.76 HORIZONTAL ALIGNMENT DATA Mid. Ord. 96.58 P.C. Station 4+14:41 N 7,064,951.36 E 2,576,700.91 P.T. Station 13+22.16 N 7,064,161:13 E 21576:314:24 C.C. N 7,064,975.29 E 2,575,651.18 Back -S 1' 18' 20.63"N a 'ad SS -10. 10 25:196" CMhdesr 4' •�•.1 HALFF m WPaa eVne 26 0 228 . ,carte am or TaFE FIRM"Jta "rz. a'nm8, om�m Ax um. smuna, --.-_._-e__--- --------__---------_-.---_-._-----E ndl ng chain CL-FORREST-RO daecriptSOn� cwarn. AR an waago8t -NA 35192 m MM:E7 64 a 488 HA-03 � ~ - 40-PROP.TEMP. �ONST.EASEMENT In p " . IAA- W R1 n N k lMt'I L Ivlo �Rlp•�p -_f -_' \ It SEE MISC.PAVING •t,�' �fi _ \ oHDRlxert nrn 1. DETAILS FOR I} 120'PROP. \ ADDITIONAL I I I i -�%� �"'y-- 4�so'rs� ��j+g= �- ROADWAY INFORMATION • t -- R.,IOQ4 00 R=976.00' R-1024.00' R=976.00' EASEMENT ST,R,Q��ON LIGHTWEIGHT FILL I - T JJB 12 T-51.05' T-53.56' T=J6.33' PROP,RAILROAD ACZM' OVER NTMWD tw '�-- L 7621 L=102.00' L-10T.01' L-72.63' CROSSING AGREEMENT LEGEND M WATER LINES,7YP CL 76 19 CL 101.95' CL=106.96' CL-72.62' L-- CB=S 40'04'05'E CB-S 40.55'47'E CB S 45'11'38'E CB=S 46.03'21-E PROPOSED CURB/SIDEWALK RAIL.TYP. E%ISTING TOPOGRAPHY 21 __ SIDEWALK - �, 5'FUTURE W/CLF RO I R=20' ry R 20' SIDEWALK }..e. -. PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP N~�� CURVE-1 �\ } CURVE-2 LL I 3 Ig 30, C.L.PARK BLVD STA 279+91.29 / / o p PROPOSED REINFORCED CONCRETE 1p�I R=1024' I 4� SWAYS APPROACH SLAB ., :_ 4� 8 O N 2 R=976' I C.R.STA 277+79.55.4.98'LT + PAVEMENT 7,�.7 CONSTRUCT MEDIAN NOSE C.L.PARK BLVD STA 280-08.0 .J �. op PROPOSED MEDIAN PAVING STONE H 4 R=2.5' �� R=2' R: BEGIN BRIDE N 250' 5"HMAC TYPE D ON 9"FLEX BASE H I C.L.PARK BLVD 16 li F 6 R=6B,' R=6B. 15 ii' y CURVE CL PARK-14 I TNOMFACE - / PROPOSED STORM DRAIN/INLET - 271�0 27BL00----� -- BD. Y- 2VARIES AIL - E%ISTING TRAFFIC LANE C.R.STA 278+44.55.5.00'RT "C'.L.PARK BLVD STA 279+55.677 7. 5CONSTRUCT MEDIAN NOSE - BEGIN CURB TAPER 110111 441111111111111 PROPOSED TRAFFIC LANE R=68'=250' R=68'450 �"'►LLPARK BLVDR-25 14C.L.PARK BLVD STA 279+75.67 ., �► < 7 FUTURE TRAFFIC LANE END CURB TAPER(10111CI�RVE-3 CURVE-4 ,-rvi�� 7.0 R-20' C.L.PARK BLVD$TA 2T9+75.6T ;y/ SAWCUT/PAVEMENT REMOVAL LIMIT ra, 5 10 Rc20' 17 BECIN SB APPROACH SLAB N '--�--=--ram PROP.GUARD RAI u ' R=1024' --. I II - _ `' - PROP.RETAINING WALL 12 • - 1'RAIL 7YP 5'FUTURE _ - -- -X X PROP.FENCE INSTALL 25 LF MBGF WITH SGT, 6'SIDEwAL% W/ CtF RO SIDEWALK THRIE BEAM TRANSITION J NOTES, RW-UAQW6Y_LA$LME __ REMpVE AND RVOCATE EX.PRECAST MAW&E COVER WITH,EASE AND MOW STRIP PROP.CONCRETE RIPRAP SEE /(/�_ 1¢ GE ETS VENT$LACK AND EFSET CAVBIMANIHOLE.I REMOLVE AND DISPOSE OF IR$4ALL 25 NESTED LF W-BEAM MBGF GRADING ADDIDTIONALIN NiORMATION CIIOSSPJGRACREEMENT I iACE OF CURBSOR�FACESTATION/OFFSETS Oi RAIL FUNLESS NOTED VriIwFTTO PROP OF / OTHERWISE. S CONSTRUCT pECAS CAST OFFSf i CAR MANHOLE Ug$IN EX.72 T MANHOLE RISERS.CONSTRUCT 72"TRAFFIC RATED W TN SGT, Iff RELOCATED PRECAST MANHOLE COVER WITH VENT;ST CK PRECAST MANN :ADI T MANHOLE LOCATION AS NECESSARY TO THRIE BEAM TRANSITION 2.PROPOSED PEDESTRIAN RAMPS SHALL BE T%DOT TY AND RELOCATED 8"COMBINATION AIR RELEASE 6 Vhk UM FIT ALL EQUIPMENT.pL CE_ADDIT ONAL CONCRETE BASE AS NF 34VRY TO AND MOW STRIP VALVE.LOCA E MANHOLE BETWEEN PROP.FUTURE SIDEWALK SUPPORT MANHOLE.SET YAN.OLl O PROP.PAVEMENT GRADE / 7 UNLESS OTHERWISE NOTED. ANO PARK BLVD11 ROAOWA'Y EASEMENT.SEi MANHQL LOVER SEE DETAILS ON NTMWD"AIR VALV DETAIL 511E4y PRIOR TO ANY WORK { TO 12"-24"AT VE PROP.GRADE.SEE DETAILS ON TMWO REGARDING IN PIPELINES,CONTRACTOR MU57 SIIBRIIi.M[MWD SHUT00Wk 1;,_ / 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL AIR VALVE DEETRRIL$FEET.A NTMWD INSPECTOR MUSTI BE ON FORM WITH SEQUENCE ANO PROPOSED WORK SCHEDULE OF W-ORW_ E INFORMATON. SITE WHEN WORK IS PERFORMED. I PERFORMED TO NTMWD INSPECTOR FOR APPROVAL._ 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT $ AND/OR MOISTURE TREATMENT AT UTILITY CROSSING VA POINT STA O/S RT/LT DESCRIPTION ELEV POINT STA O/S RT/LT DESCRIPTION ELEV POINT STA O/S RT/LT DESCRIPTION ELEV _ 115'PROP. r 40'PROP.TEMP. LOCATIONS AS DIRECTED BY TFE ENGNIEER. ROADWAY CONST.EASEMENT 1 276+76.99 43.91 LT PRC 538.05 8 276+91.82 41.92 RT PRC 53B.30 15 278+74.99 5.00 LT PT 542.57 �� EASEMENT'; 5.CON TRACTOR SHALL MATCH EXISTING PAVEMENT 2 276+74.88 20.00 LT PRC 538.4E 9 277+63.88 39.00 RT PT 539.96 16 279+02.2 5.00 LT PC 544.30 --- ELEVATIONS 8 CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. R 3 2T7+79.55 39.00 LT P7 540.41 10 277+79.55 39.00 RT PC 540.41 IT 279+46.74 9.00 LT PR[ 544.50 6.ALL CONTROL POINT ELEVATIONS ARE TOP OF Q 4 271+50.21 15.43 LT PRC 540.08 II 277+98.09 51.50 RT PI 541.23 18 279+91.29 13.00 LT PT 545.76 PAVEMENT UNLESS NOTED OTHERWISE. 5 277+49.91 5.10 RT PRC 540.27 12 278+25.01 51.50 RT PI 542.14 19 278+43.55 39.00 LT PC 542.57 g o 6 277+22.05 5.87 RT PCC 539.63 13 278+43.55 39.00 RT PT 542.ST 20 278+25.01 51.50 LT PI 542.14 7 276+72.12 13.60 RT PRC 538.61 14 278+74.99 15.00 RT PC 53T.24 21 277+98.09 51.50 LT PI 541.23 p0% 55 ^' 46 /4f The wl=ppevr in^Nb dowmentr ............. �.....F�: ..............p............. _. Hmru=M DovM Adw Kcve DOHALD A IN ofc rMc44ocumcnB nYhoul pmper 449 550 I ; PG4 PARK BLVD W OUTSIDE TOL 10 NSf� vr'.m=.-IT' F-u vrsF-)tz SEE MISC PAVING DETAILS FOR + ADDITIONAL INFORMATION PVI STA 078+1000 i r•, n ON LIGHTWEIGHT FILL ELEV 579.09 pp N OVER NTMWD WATER LINES TYP. e°3 FOR GENCY APPROVAL ONLY 545.......E.. . . ...... W. z Vie.. ..._ 54 E K T9 EMBARKMENT TYPEECrMATEmAt � NOT FOR CONSTRUCTION" y 420.00'VC PROFESSIONAL.(SEE SERVICESECIOHUTE BBIYC: VH3 PROJECT NO 03421687.DECEMBER 11,2520) 540--__ ... __. .. .. ... ,6w>y ......... ........ _......._. .. .. 540.PARK BOULEVARD EXTENSION _�'�--_ - _-` X.GROUND RT EX GROUND AT `Es 4..... EX.60"NTMWD E NO f0' .. fi ��yE -=__.s_ - ........_.. _... .... LL BLVD -535 �iQiPRELEv. __ r _ ` 53 5. VARIES FRO N T -- 532.5'./ TO E%.GROUND:60'LT Ex.48!'NTMWD WATER LINE J ``\ SJB.S /I j (T/P ELEV.VARIES PROM - 530, s3z r./ TO 574A'+/1 CAUTIQNU DAUTIONIN REFER TO BRIDGE PLANS Y\ 530 PAVING PLAN/PROFILE Ex.60"NTMWD WATER:LINE FOR PROPOSED !\ STA 276+25 TO STA 281+00 Ex 60 'NTMWD I7/P ELEV.VAR ES FROM PROPOSED BACK SLOPE \ WATER LINE BRIDGE LAYOUTS OF DRAINAGE DITCH 5 T. 525 T/P ELEV 57a 0+/-) 574.2'a/•TO 5747 /-1 \ 2 �� 4n"PAPoOW&W'wmw T. 5 �:• AL F RI411WI4n1n TWPE FPY Kitt PTW Y1G'J"t Yi10t1 N oKam AK a e14 HKAn1 u.2 3519z 277+00 278+00 279+00 280+00 281+00 CO^TM`TN^. MIEFF ea a ABe PAVE-30 40'PROP.TEMP. 50'PROP.TEMP.CONST.EASEMENT _ NOTE5i CONST.EASEMENT ----J -- A.MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN AT THE PONT WHERE THE EXTERIOR BEAM IS CLOSEST = FI¢ w KL_�kF, 70 THE ADJACENT FUTURE TRACK CLEARANCE �- HORMONTALe wKew FAT _¢ h Ki.S kk ENVELOPE(12'PERPENDICULAR OFFSET TO RR C.L.) �. 4 ¢� W e.MINIMUM HORIZONTAL CLEARANCES PROVIDED ARE "L o 2s K A 1. .�- MEASURED FROM C.L.OF ADJACENT FUTURE TRACK g'I W/ TO FACE OF CRASH WALL AND EDGE OF BENT CAP. `� veN •Q a: 2� 1'RAIL,TYP. C.FUTURE TRACKS ARE ASSUMED TO HAVE THE SAME T j CLF-ROTOP PROP.RAILROAD f 6'SIDEWALK TRACKFELE RTIONV4TION5 AS ADJACENT EXISTING SHEET LEGEND CROSSING AGREEMENT ------J—.,� , FOR ADDITIONALVNFO. _------ --------- . D.CRASH WALLS SHALL EXTEND 12'ABOVE ADJACENT _ 'PROP, ENT-3 PROP.ROAOWAT ---- 70P OF RAIL ELEVATION. PROP.BENT•2 I w/12'CRASH WAL� EASEMENT-- PROPOSED CURB/SIDEWALK W/12'CRASH WALL ----�___ EXISTING TOPOGRAPHY -'� - PROPOSED CONCRETE RIPRAP �� 10 C.L.PARK BLVD 5TA 261+25.85 ¥ ,' 1 iI' ••:.' PROPOSED STONE RIPRAP 8 =FUTURE N-I STA 4099+93 ' m 1 C.L.PARK BLVD STA 282 02 88 I I :� PROPOSED REINFORCED CONCRETE C.L.PARK BLVD STA 281-41.93 PARK �.t O + R80-2 STA 4099.99 -SWITCHING LEAD STA 4100 29 g NOM.FACE V RAIL '.o �`IF D I t PAVEMENT C.L.PARK BLVD + �p .i I 'C.L.PARK BLVD STA 282+23.65 I..+o. 7 H PROPOSED MEDIAN PAVING STONE N STA 281+62.I4_ =FUTURE N-2 STA 4100+43 =R&O-N STA'CO+10 I ! C.L.PARK BLVD E�•RsO.N.-!-, 264+00 ® 5"HMAC TYPE D ON 9"FLEX BASE y I 2&2Y0 ' . ' 7 I 1 281� CURVE CL PARK-IS 285+00 I F QD/�` -- --- _ _—_--'� tY PROPOSED STORM DRAIN/INLET 77,i N. VERT.CLR I ISEE NOTES A&BI F.) 12'4 I FUTURE N-1-24 I I - , EXISTING TRAFFIC LANE R&D-2 25'0'y- a �7 rx 4.2' RN I ING ��pROP CONCRETE RIPRAP SEE. I r" I F Fn PROPOSED TRAFFIC LANE U SWITCHING LEAD 29-1" GRADING AND DRAINAGE TION I I SPRING CREEK BLVD I E ��7 FUTURE TRAFFIC LANE [-• FUTURE N-1-70 4 FOR ADDITIONAL INFORMATION o d.9.;t I : (BELOW BflIDGE SEE SHEET PAV-40 i ;� --- SAWCUT/PAVEMENT REMOVAL LIMIT , PROP.GUARD RAIL I I R .TYP. 6'SIOEWALK EX ROW — --"-- - PROP.RETAINING WALL -- ' W/C AILLF RD— ,�---- — -X X PROP.FENCE - IO'PROP-TEMP CONS7 EASEMENT`------ _ NOTES: — PROP.RAILROAD I 'fF'+ 41CLEARANG,FROM C.L.OF TRACK TO EDGE OF BENT CAP E I;: I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO CROSSNG AGREEMENT E FACE OF CURB OR FACE OF RAIL UNLESS NOTED 40 PROP, •YCLEARANCE FROM C.L.OF TRACK TO FACE OF CRASH WALL UUAkU AkMGK OTHERWISE. IS' 20,.E ' TEMP.CONST. ' ',EASEMENT 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY ' 20, KCS kRcy 7 UNLESS OTHERWISE NOTED. K()RP ' 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL ---- E 5] INFORMATION ..._..... - .__....- BENT ....._.-STA?B5.26.OD ........... ........ .. 6 Y PGL PARK BLVD W OUTSIDE TOC STA 284+30.00 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT N STAt 4 LOCATTIIONS MOISTURE DIRECTED ET NGNEER UTILIT CROSSING i 565 .._. m :2 3+39 00 E H E z w -- ""............... "- --- --- -..- - - -.-.... 5.CONTRACTOR SHALL MATCH EXISTING PAVEMENT rt BENT 7 - ELEVATIONS& CROSS SLOPES AT CONNECTIONS TO z >w - EXISTING PAVEMENT. STA 282 3B 00 i S6Q. _ 6 CONTROL POINT ELEVATIONS ARE TOP OF ,.. ."... ........ .. .. ........ ,_....... .A.. - ... ._. .I....__ PAV ELEVATIONSEMENT UNLESS NOTED OTHERWISE. ., I ......_.... .... .._......._ .._ ... ............... ............ r6.0OT. ' t 555_....._g._. BSET�T 2 i _............. 55PR h k a Kon lnb as ... 28140800 • _... _......__._ ...... ....._._.. +.............. .........._ .uleloTe�nr p,Wd Adam Kaue I 0yQ 550. IA Pramcs A t EPE SEus wmn g F6m RF-312 ._«.........MN.VERTICAL CLEARANCE ........ ...... ..... .... .... ........ ........SEE PLAN VIE11 ANDNOTES A&'Bl545_ f 545CY APPROVAL ONLY 1'CRASH WALL ' V �sE NOTE C d o AND I NOT FOR CONSTRUCTION" [� I STRUCTURAL PLANS FOR :12'CRASM w&LL ADDITIONAL INFORMATION. 540_.__., �.. .SEE NOTE Cid 0 AND I ...... ..... ... ... ..... .......... __. .__ -__.. - .. XDdTIONAL INFOA4ATi0TL ...._.... ...C.L.RR'. ._ C L RR , I .... . 540.PARK BOULEVARD EXTENSION FU7URD N I SWITCHING - f EL PARK ND AT- - C L.RR LEAD I BLVD g535.............. Rdo-z - --�--- --------r -- ----- --- - ----- ---- b$ sixrv£v£o.._ y ....... ........,.... .. _ -535. pb s , 3 TOP OF Rk, ! SURVEYED JJJ C -526.2T TOP OF .. t [[L.RR RAIL "530 RdD I 525 BB F�TUTt N 2 PROPOSED BACK SLOPE ............_ ( _......_.OF-DRdIN&GE_D1TSB_._......_ STA2 o suflv£Y£o '' ho.T - " ' ...._�...__._.. _._._._ _..._._._ REFER TO BRIDGE PLANS - _ PLAN/PROFILE TOP OF RAIL F FOR PROPOSED { y •526.34 BRIDGE LAYOUTS VI 811+00 O STA 285+50 S 525 :. --- ..._....... ._. - _ .____. ._. �:....... .......__._._... ._.. .. 2Km PAWMVafpp xVo aurte Aao + �- R -' 525 ■ HALFF FAX 11)2i IF TII-F�ffi112 - _ 520coNrPAcr No. ,E 35192 . 281+00 282+00 283+00 284+00 - -285+00 aHEE W5 ,� 468 PAVE-31 Fool NOT-El r Sul >QY' l A.MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN RECRADE EXISTING TOPOGRAPHY AT THE POINT WHERE THE EXTERIOR BEAM IS CLOSEST TO MAINTAIN POSITIVE DRAINAGE TO THE ADJACENT FUTURE TRACK CLEARANCE AWAY FROM R.R.TRACKS,TYR. :. JO'PROP.TEMP. ENVELOPE(12'PERPENDICULAR OFFSET 70 RR L.L.1 CONS I,�ASEMENT ,,, / PROpP TEEMP B.MINIMUM HORIZONTAL CLEARANCES PROVIDED ARE r.r.':.ICI+ P.CONCRETE RIPRAP SEE % —` — ¢/ LNST.FA56MEN7 HDRRONTAL AfIAEw FFF7 _ a' MEASURED FROM C.L.OF ADJACENT FUTURE TRACK — —'�`--"`�- 0 X4 f TO 10 TO FACE OF CRASH WALL AND EDGE OF BENT CAP. GRADING AND DRAINAGE SHEETS C.FUTURE TRACKS ARE ASSUMED TO HAVE THE SAME I FOR ADDITIONAL INFORMATION a, o 'pi TOP OF RAIL ELEVATIONS As ADJACENT EXISTING pflOp,7 MP. MERIIUI w/LLEw FEET TRACK ELEVATION. CONSTyEA MENT +/ D.CRASH WALLS SHALL E%TEND 12'ABOVE ADJACENT — 6 SIDEWALK �-+ — RAN,ROAF1 / M4� LEGEND Top OF RAIL ELEVATION. _ W/CLF-RO _ yppP _ 'CROSSING AGREEMENT - I'RAIL.TYP. ROADWAY EASEMENT— ———— PROP BENT 8A _12 21 -C.L.PARK BLVD STA 288 34.18 EX_R_0 It W/ PROPOSED CURB/SIDEWALK PROP.RO W/12 CRASH WALL =KCS MILEPOST T199.50 l4 6 GREENVILLE SUBDIVISION --�/ EXISTING TOPOGRAPHY KCSR MAINLINE STA 4IO2�29 PROP.BENT•9 C.L.PARK BLVD STA 288 02 OS & /IW/ 12'CRASH WALL - PROPOSED CONCRETE RIPRAP I (ON NB SIDE) I Ifl. PARK -INTERMODAL LEAD STIR 4IO2,19 C.L.PARK BLVD STA 288,55.11 r ! no PROPOSED STONE RIPRAP \ I I, BLVD L.L.PARK BLVD STA 2B7,86.99 =FUTURE S-2 STA 4102-28 _�' \ SEE SHEET PAVE-40 Q} =FUTURE 5-1 STA 4102+17 I C.L PARK BLVD STA 22.31 65 p PROPOSED REINFORCED CONCRETE 9�\ SSi I =FUTURE 5-}STA 4102,31 O PAVEMENT FOR 4DDITIONAL INFO. g \ b Cl PARK BLVD i•3 g�;!(� o PROPOSED MEDIAN PAVING STONE r] r; IEX.R.O.W.1 28 00 Wr - "4 — 287-00 12'7 '_`_- --- ---- _ 28918 PROP.CONCRETE RIPRAP SE N ® 5"HMAC TYPE D ON 9"FLEX BASE ROM.FACE 1'RAIL F+ PROP.BENT •BB 17.2/ LURYE CC PARK-15 �` -- ING AN DRAINAGE SHEETS Q' — 266+00 I95' FOR INED[tMATION ' : F \ -y_�-� NO CRASH WALLS W 1, PROPOSED STORM DRAIN/INLET PROP 8"WATERLINE'A' / PROCRASH W9 EXISTING TRAFFIC LANE H SEE SHEET PUTL-01� /'7! ON SB SIDE) FOR FOR ADDITIONAL INFO. 1 9 `— MIN VERT CLR SEE SHEET PAVE-41 � PROPOSED TRAFFIC LANE �"+`gpRING C KgLV� I (SEE NOTES A'- B) FOR ADDITIONAL INFO. - _ _ s E , r F I " r`_7 FUTURE TRAFFIC LANE RE IDGEI I URE S 26 2 <uT } BSNEET AVE AO IN7ERMODAL LEAD 25 B' F! --- KCSR MAINLINE 25'3' Q+ SAWCUT/PAVEMENT REMOVAL LIMIT SEE - FUTURES 2 24 6" T�� PROP.GUARD RAIL SCR — __-- PROP.RAILROAD 11 3 FUTURES 3 23 9 19 5'RT> EX.RA.W. 6 SIDEWALK OSSING"AGREEMENT _ W '- T_ PROP.RETAINING WALL T RAIL TYP. / -- W/CLF�RO--- 10'PROp.TEMP.CONST.EASEMTNi� -� , 2D, f" __._ '/ram-y�' R,O.W, "\,,,� -�/- _ o -X X-PROP.FENCE PRO'; NOTESI -- I *CLEARANCE FROM C.L.OF TRACK TO EDGE OF BENT CAP 1•ALL DIMENSIONS AND STATION/OFFSETS ARE TO 30'pRQP,TEMP,CONST.EASEMENT— ,**CLEARANCE FROM C.L.OF TRACK 70 GALE OF CRASN WALL FACE OF CURB OR FACE OF RAIL UNLESS NOTED 585......... --o OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. PVI STA$86 OO.DO TO BRIDGE PLANS J.REFER TO TYPICAL SECTIONS FOR ADDITIONAL REFER 580. ........ ELEV 586A9 ...... __ FOR PROPOSED __..58�. INFORMATION. ex -12.71' BRIDGE LAYOUTS 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT A K d 71 AND/OR K401STLIRE TREATMENT AT UTILITY CROSSING c B50 tl0 VC LOCATIONS AS DIRECTED BY THE ENGNIEER. 575.. ....... PGL PARK BLVD W OUTSIDE TOO _ -... __.....5Z5, 5.CONTRACTOR SHALL MATCH EXISTING PAVEMENT z ELEVATIONS A CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6.ALL CONTROL POINT ELEVATIONS ARE TOP OF BENT 7 PAVEMENT UNLESS NOTED OTHERWISE. g 570 _ STA 2B6 600 ; _ __ .........-5T.0 .. BENT 8A _._. _ .._ ... _.__.. ....... - STA 2B7.49.62OF 1 I C I _.... a ......... ...__.565 n"n°r,ttn nr uo°A.Ie Awe�w ic.°m... 565 -STA xBBigD.no C raalmws R.zz a DOr1ALD ADM KANE nI alcd a°c n W° °P°r+ q� i - BENT 10 + IOiNSfO Pruace Acr.THPFJS Egeviae�rrrW FimriFJl3 min STA 289-88.00 ' ............ ...._....560. fJ' 560 a I L.L.RR "FOR GENCY APPROVAL ONLY ^� INTERMOPAL II > '.._L.EAD I ........MIN.YEAnCAL CLEA ANCP. I ... 1 ___.555. A [[{LFJJ ...- ....... , 2J' 9,1J.5'R, ., _ .......... ...._ _i .. ......_..... NOT FOR CONSTRUCTION. 555._..... 5UNVEYED (SEE PLAN VIEW AND I !12,CRASN WALL INB SIDE ONLY) . •.n ..d ' LL iC4 TOP RAIL C'L'RR NOTES A 6 BS SEE NDTE C k D AND 57B.T2 FUTURE S-2 STRUCTURAL PLANS FOR I PARK BOULEVARD EXTENSION 550.. () CC''``qqR ADDITIONAL INFORMATION. 550 [:., ........ KCSk III INCINE .... ............... C,L.RRE%.98 1�TNWD WATER LINE i --- FUTURE 5-3 IT/P ELEV. $ _ (NOT ORA.WN TOP O RR RIVERAYEDIL F CORRECT ELEVA710n) 545 .. .F.U. S.. .. ..... ...._... .....EX "NTT DRIES _... ............ ............ —. -_ __—-. i Ex.GROUND 4T - '14.6' 1 .. ..;.sJP 42 .. _ .. 545 I ; i 1.3' S21 +/VTOA522.¢+f :`.540........_. - '; L..._ ._,.CL PARK BLVD. ..... ....,.�. .. ... __.. ICtlOI`R1WE11LEVATItlN) j .. ........540. PAVING PLAN/PROFILE .. _ I _ TA 285+50 TO STA 290+00 _ - PRbP.B YfAiER XLWE I �__ _ 42- >< WATER L A 17/P ELEV. i EX.76 - -1 My 1ARI-11 YD,su TE,m A.w tT/P ELEV. J1.21 UNKNOWN.1 - ........ F ........535. ■■ ... ...... .. .. F...... ....... .... .._ .... y... _.. .. ..... i....- n �� cnMpw.Tz reaH eeAr 535 .. ... E B .. ..1 ITj wNV ..... 1 � �•� FAX—5!,liiio TBPE FIRM IFa1x SjNITARY OO Q _ in A R°:o $'o o SEWER m R ^I:M7 1I^ Pra AL , .R 04 NIN �:N '�iv'i yip Yi: ifim rr�°'— . uNKNowN.l 286+00 287+00 288+00 289+00 290+00 Do.7RA�MW 36ET B 9 B aF 48888 PAVE-32 INSTALL 25 LF NESTED W-BEAM MBGF CURVES_ i%i-w PRE. AM WITH TION 0 10 m w 40 R-1800.00' R=1000.00' TEMP,CONST.EA$EAENT - THRIE BAND MOWN SITRIP _ HORIZONTAL 8t.KE IN FEET i T=106.81' T-45.45 n;:]RH - L=213.37' L 90.85 �� 0 ZS E Ts .82' PROP.12"WATERLINE'B' C.L.PARK BLVD STA 293.48.62 CB=S 2'31'14'E CB=S 1'43'3�'E '- _ '- SEE SHEET PUTL-02 END CURB TAPER(10T1) _ WRTK-II-E IN FEET FOR ADDITIONAL INFO. C.L.PARK BLVD STA 293-28.62 T RAIL.TYP. 6'SIDEWALK BEGIN CURB TAPER(10:1) LEGEND W/CIF-Rd ----^�-'-- --------- ---_-_ X.P.O.W. RETAINING WALL 7 PROPOSED CURB/SIDEWALK --- _ EXISTING TOPOGRAPHY w PROPOSED CONCRETE RIPRAP C.L.PARK BLVD STA 293+28.62 ' END APPROACH$LAB 2 PROPOSED STOSTONERIP is C.L.PARK BLVD STA I93*08.00 RAP 10 " CURVE-I PROPOSED REINFORCED CONCRETE BRIDGE IB 0 ~■ + PAVEMENT ¢ I C.L.PARK BLVD +- e N PROPOSED MEDIAN PAVING STONE ry � R 0' a NOM.FACE V RAIL '' _ 7 29IF00 ;g pO CURVE CL PARK-15 5 HMAC TYPE D ON 9 FLEX BASE W - -_j J ia--_-_ _____ i_-� _ N 00_�---` CURVE-2 W h PROPOSED STORM DRAIN/INLET R=I000' ¢ � EXISTING TRAFFIC LANE n PARK BLVD LL t - �I PROPOSED TRAFFIC LANE N 3 r <`r7 FUTURE TRAFFIC LANE O � SAWC ry UVEMENT REMOVAL LIMIT PROP GUARD 4 v ry o I RAIL,TYP. 6'SIDEWALK w --` W/CLF-- C.L.PARK BLVD EX.R,O.W, c PROP.RETAINING WALL STA 293�28.62 _ PROP.CONCRETE RIPRAP SEE BEGIN CURB TAPER IIOTU RETAINING WALL 6- GRADING AND DRAINAGE SHEETS C.L.PARK BLVD$TA 293�48.62 -X X'PROP.FENCE FOR ADDITIONAL INFORMATION 7 1'.TYP. NOTES: ,A END CURB.TAPER UOUI 1 �90 Z I _+T____-_--- ---� Ir r OE4 EAIENEMP A r _ 20 PROP TEMP•`: 30'PROP,TEMP.CONST.EASEMENT I �_= T TH R B OR FACE OF RAIL UNLESS NOTED ' I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO CO41 a f1/ ' 1� FACE OF CUR EA�EMENt .y LL 6' I �_ 9 0 E WISE uJ ' R=10' 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT 7Y R=4' 7 UNLESS OTHERWISE NOTED. Bu9rJE S`,iF 5 B / POINT STA O/S RT/LT DESCRIPTION ELEV 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL Z OQI IW �J INFORMATION. SEE SHEET PAVE-41 WI POINT STA O/S RT/LT DESCRIPTION ELEV POINT STA O/S RT/LT DESCRIPTION ELEV T 293�47.76 71.11 FIT PI 531A2 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT $ FOR ADDITIONAL INFO. ' I I 293-53.72 15.00 LT PLC 541.5E 4 293*95.26 39.08 RT PCC 538.87 B 29N AND/OR MOISTURE TREATMENT AT UTILITY CROSSING '\ ,1 99.51 76.33 RT PC 571.13 LOCATIONS AS DIRECTED BY THE ENGNIEER. 2 293-53.72 39.00 LT PCC 541,12 5 293�40.38 94.58 RT CONN.TO EX * 9 294.06.51 74.52 RT ONN.TO E% 3 293+95.26 15.00 RT PCC 539.38 6 293+45.13 91.11 NI PT 531.09 *$EE NOTE 5 S.CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS 6 CROSS SLOPES AT CONNECTIONS TO � : - EXISTING PAVEMENT. �^ REFER TO BRIDGE PLANS r�rJ 6.PAVEMENT UN ESSTNOTEDAOT0 OTHERWISE. FOR ARE TOP OF g 565 _ i FOR PROPOSED w BRIDGE LAYOUTS J OF y •560 560 D .. .... Nuw Oon-I aRliPl ONALD ADAM NE mn vu otarcalrA 4ocumcm withaetpmper BENT N PCl PARK BLVD g 107440 oolitinuonmmerc bl engmeer's 555 0 5T4 290+B6.O11 W OUTSIQE TOC O 555 tfs a,=lI.TBWe F.ly n<e ng O NSf Pracvcc Mt TEPEES Eog' rmg Firm WF-312 N m ,ry N 55� "FOR GENCY APPROVAL ONLY sso H BENT 1z STA 291a97.00 N P� _ ......_. NOT FOR CONSTRUCTION., y I 545___ I "_ 545 PARK BOULEVARD EXTENSION _ U 540 EX GROUND AT 535_ __ LL PARK BLVD _ 'p x,a _...535 PAVINGP PROFILE __ ____ �- _-_-_ EX.GROUND 60'RT E ROUND 60 LT� _ SA 290+00 TO 294+50 ____ EX.12"SANITARY SEW R EX.12"WATER ONE ---- _ __ __ -- ' w (T/P ELEV.5256 -1 IT/P ELEV 5275 /-) - ---- - ------ -- 53 �� s"s PARKWaoo WLw,surrE Wm 530 _ NOT OR AT j CORRECT ELEVATION) qL u1 na4s"7x04M R141)]g0016 TWPE FWIIFJI3 s ��N ION N N IIT Vni ITN '' ITr vni '1 N 17i rnll d O '�NIN PTB W3MP11 OB WMAR"1 AK WWWMZt Wpva-1�_ 525 290+00 291+00 292+00 293+00 294+00 coNTRAc nW' �n 3l192 ry WIEET 97 N OF488 PAVE-33 PROP.12"WATERLINE'B' CURV , SEE SHEET PUTL-02 A=6`A.00' 0.00' FOR ADDITIONAL INFO. ' T=2 . T=9.5'13 3 L=22 3. L=90.85' INSTALL 25 LF MBCF WITH SOT, CL=217.25' CL=90.82' ' CB=S 231'14'E CB=S 1'43'38'E I TNRIE BEAM TRANSITION _ HONiONTAl eC+1LE 5 1 AND MOW STRIP � 7-' -�- 1 ----- .. e�+ 0 1.6 A 7A t0 PROP.TEMP.COMSTFEASEMENT---_ o x. ' p STA � LEGEND --�2q I 9 I PROPOSED CURB/SIDEWALK RETAINING HALL 7 TL_=5J2.00 �:. E R.O.W _ 6'SIDEWALK _ EXISTING TOPOGRAPHY - '----- - --------- ----- -- -- 8 ------------------- -- PROPOSED CONCRETE RIPRAP , w - , r"` PROPOSED STONE RIPRAP 2 7 R•20 r� PROPOSED REINFORCED CONCRETE " CURVE-I I^' PAVEMENT �M R=1800' 6 PROPOSED MEDIAN PAVING STONE HMAC TYPE D ON 9"FLEX BASE a 295+00 r C.L.PARK BLVD > - -_- - "_-_-_- _296�00 297+`0 29BLOO CARVE CL PARK-IS {'--------- '-----'-'-- -------�--- ----- --__ ---------- -_-_---- PROPOSED STORM DRAIN/INLET CA R=1000' p 1 EXISTING TRAFFIC LANE "'3 a CURVE-2 - 5 4*M PROPOSED TRAFFIC LANE LL o y 3 -- <�=7 FUTURE TRAFFIC LANE Cv PARK BLVD 4.0' I --- SAWCUT/PAVEMENT REMOVAL LIMIT 14 IB PROP.GUARD RAIL 19 PROP.RETAINING WALL - - - - -- - - - -y - - - - - - X X RETAINING WALL 6 E%.R.O.W. -- ��- --- -r __-"---- kIM---- - "PROP.FENCE 6 SIDEWALK 6'SIDEWALK NOTES. 10'PROP.TEMP.CONST.EASEMENT + - - - - IV' 15- 16 17 ---_--J 1.ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED TC=530.95 TC=528.91 OTHERWISE. POINT STA O/S RT/LT DESCRIPTION ELEV POINT STA O/S RT/LT DESCRIPTION ELEV POINT STA O/S RT/LT DESCRIPTION ELEV 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 1 295+65.23 IT.00 LT PT 532.42 7 297.01.82 41.00 1 LT PC 528.91 13 297+96.32 20.00 RT ONN.TO E% * 7 UNLESS OTHERWISE NOTED. 2 295+65.23 41.00 LT PT 531.95 8 29T+21.49 57.41 LT CONN.To EX * 14 297+98.32 41.00 RT ONN.70 EX * AL- ART REAL E'iT 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL 3 294+6T.03 16.35 RT PT 535.20 9 297+98.32 57.41 LT LONN.TO EX * 15 297+45.34 47.00 RT PC 529.09 BUSINESS IR INFORMATION. S 4 294+66.30 40.35 RT PT 534.72 10 297+98.32 20.00 LT -ONN.TO EX * 16 297+59.34 49.00 RT PRC 528.97 POINT STA O/S T/LT DESCRIPTION ELEV O.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND MOISTURE TREATMENT AT UTILITY CROSSING g 5 297-51.00 17.00 RT PC 528.86 11 298+21.00 20.00 LT CONN.TO EX # 17 297+73.34 51.00 RT PT 528.93 19 298+13.98 46.90 RT DNN.TO E%. * LOCATIONS AS DIRECTED BY THE ENGNIEER. 6 297+51.00 I7.00 LT PT 528.86 12 298.21.00 20.00 RT CONN.TO E% * 18 298+01.78 45.00 RT PI 528.85 #SEE NOTE 5 5.CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS 8 CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. R 6.ALL CONTROL POINT ELEVATIONS ARE TOP OF 550 ! j 550 PAVEMENT UNLESS NOTED OTHERWISE. 545 ! 545 's The F , .cal•pcv,ng on rhu tlocumcm v.. • • autmrvc� oon.la Advv Kaue DONALD ADAM KANE P2i107449 on 03-IB 32.Altcntion o�aacalcd documcm wiWo Proper I01449 itina,wn 1o,he re Llc engivem. GP 540__0 540 fs aP PlnBen en meMw.e M n ng NSf� ractice Ac,.TWI.IS Engineering Firm WFll3 + O� 535____� 535 "FOR GENCY APPROVAL ONLY [E.;R GROUND 60'RT� NOT FOR CONSTRUCTION" TFA OUND 60'LT PGL PARK BLVD W OUTSIDE TOC '� g r .e. __ _ 5,96X 530_ _- _--- =` =- - ----- --- ---- --- -- -_ 530 PARK BOULEVARD EXTENSION J ---_------_ _�_� ----- - -- �. E%.GRUND AT - \ CL PARK BLVD PVT STA 295+5000 OV4,1 PROP.12" '.525 F ELEV a 52984 drwATPR LINE'B' 525 ' ex 7.07 (T/P ELEV.525[09 - - K-82 CONNECT TO E%.ROADWAY - - 444 - 950.00'VC --� - -- EX.8"SANITARY SEWER .520.._ lT/P ELEV.520.0'+/) 520PAVING STA 294+5�e0o TO END g PLAN/PROFILE 115 m p HALFF FRIaq+4+s4-,TX 760Ar2M, 3 T g ,j r ■ ■ FAX TOPEsin FIRM aF„] r't^ N N N n M;.R uP"', M'1 5 sio Pn Mwxz, . 1 rm .mm:, AK geWWR, 295+00 296+00 297+00 298+00 P99+00 c0N RAc No. as 35T92 91EET 98 of 488 PAVE-34 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- ' pAOP 40'TEMP,GONST.EASEMENT_--� ----Y ----- WI yyll KITS Rk iG Ac B 1. N S y, � �' Y('i kP al - NORMONTALBGLE IN FEET 2.5 4 7A 10 U _ 3 C � ' PROP ROADWAY EASEMENT P0.0P.RAILROAD CROSSNG AGREEMENT--1 ------___--- _ 0.5% �__ --- ---- _ LEGEND -�— ------ I I.; _L__ PROPOSED CURB/SIDEWALK •_�- -� I.., {� . f _ 7�_� - EXISTING TOPOGRAPHY --�,�� • t�q �'� �� PROPOSED CONCRETE RIPRAP { •.•�• ' .'i ;.I'gym ��'. FEE SHEET GRAD-25 fyj:- _ PROPOSED STONE RIPRAP m I p •_ , ;� �! ��• OR ADDITIONAL INFO. _ if 0 pelp M I� PAVEMENT PROPOSED REINFORCED CONCRETE ' C.L.PARK BLVD 5 $ ry+ K T F .I 17 PROPOSED MEDIAN PAVING STONE d II C L.SPRING CREEK 2 GRADE BREAK 4T a - i f 284+00 I 2BSi00 C.L.PARK BLVD (f I 286+ I.: y ® 5"HMAC TYPE D ON 9"FLEX BASE + ff 283.00 __— a0-- —t 00 P ROPOSED STORM DRAIN/INLET It '.; - • I • y R-20' l EXISTING TRAFFIC LANE 1 6 f SPR PROPOSED TRAFFIC LONE ING CREEK PKWY u� I 1'.TYP., L ' r� <�7 FUTURE TRAFFIC LANE , m • • � I --• --- SAWCUT/PAVEMENT REMOVAL LIMIT YK'_.• ' I —__—__-- �"_—__—__ _.—__ ____ _ ______.-_______ V0.j rr-�--r� PROP.GUARD RAIL EX.R.O. I PROP.RETAINING WALL --� T---- 10'PROP.TEMP..CONST.EASEMENT^ ;_--_ P 0 E ---- 4— /{ NOTES, X-PROP.FENCE _ ___ •••GGS NOTES. PROP.RAILROAD CROSSING AGF�EEMENT I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO -' POINT STq O/S RT/LT DESCRIPTION ELEV FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 1 IQ. 1 205-30.57 1 18.91 1 Ri ONN.TO E% 537.92 2.PROpOSEO PEDESTRIAN RAMPS SHALL BE T%DOT TT KCS RR l 2 285.50.28 4.53 LT PT 577.55 7 UNLESS OTHERWISE NOTED. KCS RP I LA 3 285.42.30 50.00 LT PI 534.77 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL GUAPD�A—DRY UG NOTE:PARK BLVD PAVING LINES 4 285*66.90 50.00 LT PI 534.90 INFORMATION. -------' NOT SHOWN FOR CLARITY 5 285474.79 8.90 LT PC 577.60 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING I 6 286.OB.99 18.91 RT CONN.TO EX 538.57 LOCATIONS AS DIRECTED BY THE ENGNIEER. I 5.CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS 6 CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. S55 .__ .. ,..._... ._........ __._._. _._..... __.... _ -_. _. _ 55 6 PAVEMENT UNLESS UN ESS TNOELEVATIONS ED4OTH RWISE.RE 70P OF 5.. 550 ........ .. __... 55 Tn Md n 1..a _........ _.._._... ......_._... E oI B ......$�...... w F. oy Donald Adam e� C u .a`!5 .. n po : + �N o 7CSEONPN N(�alc n.'o um ec.p M'EW c g Q Rr F i g i. _._. _._.... .._.. ............ ,._...-_. :....._....._ ................ '"�..-...... ............... _ . .. ................. _................._..___.._ .._....lf+A. fS IG N Practiu Att.TRPF1S Eoginucin6 Fvm JF-313 ..........._ - !o AT i2 n .... ......... E%,GROCLOPAR IB VD N�. 540 --- K B" "FOR GENCY APPROVAL ONLY ------- 54.0.. 535 --- - -- ---- LZBA U NOT " FOR CONSTRUCTION - _ - - -- --- — .� ---- ---- --- ----- --- --- --T - PARK BOULEVARD EXTENSION EX.SPRING CREEK PROFILE Qz] TOP OF CURB 1PAW4 WINKLEMAN 1987) 530 4E� - -_ - - - - -_530, a: -- SPRING K PKWY 525 _ - - - -- -_ - U__.....525 PAVING PLANE ROF I E 5 BEGIN TO STA 287+00 520 w __ HALFF FRbLO.TX TBpIHBH .. .. _. ....._._ _... —.... __..._ .._. _..... __... __... ___ _._ _.—. .__...... ._.......520 ■ ■ TaRous4sTB�w.surtE4m rjr, W � . ..... ■■■ Fqx RUIls46M TBPE FW4Y 4Fd1S : PTs VIdA}1 G YlWAi1 o..rm. we an B'.16I16]1 . _L'F.=�wm 283+00 284+00 285+00 286+00 287+00 CON R" ' 35192 BHEET t of a88 PAVE-40 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- II j C. Q GREEK C` PARK BL VO '{ tits . I2B9 Op * �� 1 290 00 ,�, 7 // I i o to EEAa -- -_ -,•00-----_ 291�p0 AA HOR ZONA BGENFEET - _ _-_-_-_ - � l�_� \ / +,.ry4) a 1. y NO CRASH WALL 00 III �m I I j(ON SB SIDE' 7 - A .` "�-� I VERTK-SGu¢INFEET I I R Isa rr r MATCH E%.CROSS$LOPE nllx a l CREEK PKWY 1 I 'Mi,.-..... ..-..SEE`NO1E 5 N �� I'.TYP R - .-.. _ 'rj: LEGEND SPRANGI '. ,,II - _�� • ':' PROPOSED CURB/SIDEWALK PROPOSED CONCRETE RIPRAP -� 11 TC 531.54 EXISTING TOP RAILROAD I 2 R 120 - -- _ GREEMENT I _- -_ _ 1_TYP., R-25' 10 PROPOSED STONE RIPRAP ;E CROSSING A Isu PROP.ROW 3 PROPOSED REINFORCED EINFORCED CONCRETE R 25' r' = - r I� ST.EASEMEN �. Iww , i I� PAVEMENT T-lop-CON 11 10 PROP, I. _ j_- _� ____---_--------� R=GO' PROPOSED MEDIAN PAVING STONE CI 4 2_%-f NOTE:PARK BLVD PAVING LINES / I ' x �}0.ppp-p.-TEMP•CONST'EASEM�T I NOT SHOWN FOR CLARITY N ,\ �i 5'•NMAL TYPE D ON 9"FLEX BASE 1 SEE SHEET GRAD-25 PROPOSED STORM DRAIN/INLET FOR ADDITIONAL INFO. ..,} Z� I - I I I N.i M.W.D 1I / I <�Z= EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE Ir 9 RII50 = O 9 r I `MN 16/ FUTURE TRAFFIC LANE Y 4 1 s,\ yb w/ � to SAWCUT/PAVEMENT REMOVAL LIMIT i PROP.GUARD RAIL t/3 I I POINT STA O/S RT/LT DESCRIPTION ELEV � Iru I� a PROP.RETAINING WALL I I 289F85.57 19.00 RT DNN.TO E% * W T9 I �' i ' j I 2 289.85.57 41.00 RT CONN.TO E% * / / -X X-PROP.FENCE } ' i I 7 290a52.57 59.0J RT PLL 53J.40 � NOTES. I I I 1.ALL DIMENSIONS AND STATION/OFFSETS ARE TO N} I I I I I 4 290-65.02 65.00 RT PRC 532.92 ml /I; I FACE OF CURB OR FACE OF RAIL UNLESS NOTED w 8 I I I I 5 290+92.30 137.12 RT PRC 532.74 R-5O (W, ?( OTHERWISE. r 1 II 6 291.21.96 187.12 RT CONN.TO E% 532.99 I �+ I 2.PROPOSED PEDESTRIAN RAMPS SHALL BE T%DOT TY 1 I I 7 291«42.44 188.68 RT LDNN.TO E% 533.33 7 UNLESS OTHERWISE NOTED. I I 1 6 M' 3.REFER TO TYPICAL SECTIONS FOR ADDITIONAL I I B 291�62.97 190.39 RT CONN.TO E% 572.81 INFORMATgN. 9 291..9.911 112.39 RT PC 533.48 36'F_ g I I I I F I 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT I 10 290+93.27 1 47.77 1 RT PRC 532.61 'Ek,` 2.9 AND/OR MOISTURE TREATMENT AT UTILITY CROSSING j I ! 11 290-75.10 44A0 R7 PRC 533.0T MATCH E%.CSCESNSL PE 7 6 LOCATIONS AS DIRECTED BY THE ENGNIEER. *SEE NOTE S S.CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS 6 CROSS SLOPES AT CONNECTIONS TO E%ISTING PAVEMENT. 6 PAVEMENTALL UNLESS T ELEVATIONS ARE NOTED OTHERWISE. OF �555_- � � 555 A J'� TTC MMA A N dvw entvu KCS ft-O.W. 550 11 � -_ L _ 550 �' .Nlnor,.c�Uon.le Aew X.o< «............. •.-.......... A PEWI07409 vv 03-1R 12 AI n OONALO AOAM xANE vlA lcalca aaumevl wilhv proper r� ELEV=539.36 1074<9 mlUiulion la the re bl mymuit 545 y I i 545 fs .Nnen a Nnacr m. Pnec u A vl -1.00' NSfa Pruvice Act.THFE S EVA' ,u Finn WF-313 y BxK-50 F.-•� 200.00'VC <540 n - 540 "FOR GENCY APPROVAL ONLY zez._._ ♦z 7zr NOT FOR CONSTRUCTION., --_ - - -- OUND 535 rc _ -z7z _--_-------------------- soEX. - 535 PARK BOULEVARD EXTENSION 2.217, gg CL PARK BLVD Y-3 N8 .8 '� - :<: N+ w EX.SPRING CREEK PROFILE TOPaFWNDRB SPRING CREEK/CENTENNIAL DR W 8 1 - I EMAN 1987) 525 -.__. __ -_ - 525 P STA PAVING PLAN/PROFILE 287+00 TO END W ; HALFF aEw PARRNdO0ELV0.SURE E00 520 520 ■ ■ TELI�1III-M�1 IXr-)7M00EA T-FIRM-1S PTt W']O.Mi1 ON A'AAIAA71 n weaep: are. ..._....._s _....... ..__.... CONTRACT Re. 1 287+00 288+00 289+00 290+00 291+00 35 92 SHEETTos OF, 5 9 1 PAVE-Al R --------------------------------------------------------------------------------------------------------------------------------------------------------------------- rFA,R,C GALVANIZED STEEL POSTS,TYP. WOVEN WIRE FENCE 2"NOM.DIA.ASTM F1083, POST CAPS,TYP. SCHEDULE 40,(3.65 LB/FT)w 10'C-C,TYP.Z w w �U SEE WF(2)-10 TYPE D FOR 4' wADDITIONAL INFORMATION o =`-3 Z i II :II. w 0 1.5' 5"CONCRETE RIPRAP (WITH TOE WALL), Do SEE SHEET RTWL-16 FOR ADDITIONAL INFORMATION TY C221 RAIL N RAISED n SIDEWALK TYPE 'E'FENCE DETAIL 3 SCALE,NOT TO SCALE SEE CLF-RO TXDOT STANDARD FOR INSTALLATION BRIDGE o, DECK 's � Y� 'ITc acJ eppcan gon ihudocumcm raa .t/.. � \7•w auilw,izen M D^wW AEv^Kane, P-107449oo 03-18-22 Altn.— THE CONTRACTOR SHALL INSTALL CURVED �ONALD ADAM IANE n1a aw ao ten,.mmPnP, FENCE ON THE OUTERMOST EDGES OF THE ioii49 nn�.�nnmm� �nmrnn�a.. PARK BLVD.BRIDGE (WHERE SIDEWALKS ARE TES HSE P ntt ,� P�se �D F�•r-3,: PRESENT)FOR THE FOLLOWING LIMITS: NB:C.L.PARK STA 281+10 TO 282+65 C.L.PARK STA 287+60 To 289+10 "FOR GENCY APPROVAL ONLY NOT FOR CONSTRUCTION _ SB:C.L.PARK STA 280+85 TO 282+40 C.L.PARK STA 287+55 To 288+95 PARK BOULEVARD EXTENSION BRIDGE CURVED CHAIN LINK FENCE DETAIL SCALE:NOT TO SCALE MISC. FENCE DETAILS �% HALFF 410.1 PA101WJOD gLw.eurtE em wsco,rK 2ggA,aen a+4 g+g+gra ■ ■ F111lRN�)waMs TBPE FqW gFJ12 rglN MOA1011 AK VlAZ021 AK rwno2, .cc N.T.S. � -ft. n 35192 — ttz Aae PAVD-02 — _ C.L.PARK STA 280-08.00 YAl11lW1ETMCK: I \ '• 'p t'e BEGIN BRIDGE \ KeWW DHOwz 11—IN FEET ® AW RR STA lAT LONG NORTHING EABTI3 ELEV 200 4075+S1 33.025631 -BB.51B25B 70B2B75.0BB 2578000.302 $/3.80 199 4128+51 33.028252 -W.5021 10B�B2S.4B4 25B114B.B20 521.25 ` m \ THM INFGNIMTION PROVIDED BY KOSR TO 11I4FF ASSOCNTES ON JAN.15,3020 C.L.PARK BLYO, BRIDGE BENT•2 `-\\ ..- +--W/I2'CRASH BALL _l LI RR WEST KCS RR SWITCHING LEAD STA 4100+29 L / KCS RR �TO ALLAS,TX N =C.L.PARK STA 282+02.88 ` \ �RT�N�"" / KCS RR FUTURE N-1 �Pg� i-' SWITCHI G LEAD 411 QS.* - 4110+00 TOSHREVEPORT,LA PROJECTED POINT C-- --Z--*--x�—� \ �_ _ SWITCHING LEAD L.L.SWITCHING LEAD KCS RR FUTURE N-2 \ \ ..:K - \ STA 4090+29 _ y ` PROJECTED PONT ______ ___—_____—________— 1— - T}1 �'\ SWITCHING LEAD -- - __ ____ _ PROPERTY LINE STA 4110 29 PROPERTY UNE •\ SURVEY POINT v SURVEY POINT SWITCHING LEAD "' A 1� SWITCHING LEAD STA 4097+T5.13 BRIDGE ":N •p \Q1 STA 4103+T5.13 W/I2'CRA5NNWALL TEXAS NATIONAL j. 1� KCS RR GUARD ARMORY BO KCS RR `��• ` Zv111_ w \•\ MINIMUMCLEARANCE 29'-1" (12'LT FROM TRACK C.L.) SWITCHING LEAD STp 4100+29 570 =C.L.PARK STA 282+02.88 570 560 a� 4 560 550 - TOP OF RAIL ' i - $ <0 550 540 _ EX.GROUND AT C.L. w i d N� 540 0 530 ------------------ (-10.762-+/- I w 530 _ >�� 520 --------- __ (•1o.76z a 520 ---------- ---- --------- --------- ----- --- J 510 --- ---- 510 500 g m p - 500 ti ti A 4090+00 4095+00 4100+00 4105+00 4110+00 SWITCHING LEAD PARK BOULEVARD EXTENSION OF r s. PFW107caeyDowIJAduo%ao mru RAILROAD PROFILE DONALD ADAM KANF PEY107449 ov 011&22 Al�enuon �Au U A. IIcntrY1111nYt proper 10T449 tifica�onmlhem wblc anem••r i. .nnfn�warrmA eE�ntt ne SWITCHING LEAD CT NSE� Pncticc Acl.TBPEIS Eo inurme Firm WF-313 a ■■■ HALFF 510]PARKW000xw,5ORE.05 weco,rX 7eoeAaul R "FOR GENCY APPROVAL ONLY ■ ■ F +:tS'2 TSPEFIRM.F— g NOT FOR CONSTRUCTION" �FTRACTNo a,< SHEET 115 OF 455 RRPF-01 L.L.PARK BLVD.n ' 4 , Iv ••� \ �'•` TEXAS NATIONAL BRIDGE BENT-BB N IR GUARD ARMORY BID R1. ` \ \qL RR NO CRASH WALL -, 1 ut +�- g_ KCS RR •� KCS RR TON EWP,r RAILROAD CROSSING SIGNAL _ kLAS 7, N KCSR MAINLINE STA 1101+70.42'LT ZZ' lyy _` �`• C.L.KCSR MAINLINE 1 KCS MILEPOST T199.50 E%.AT-GRADE RAILROAD �j, y GREENVILLE SUBDIVISION _ TRACK CROSSINGS �•II r 'L�lImm KCSR MAINLINE STA 4102+24 ` --` 4p9$�pp _ ` SURVEY POINT I, x I I l�v =C.L.PARK STA 288+34.78 PROJECTED POINT KCSR MAINLINE yyy KCSR MAINLINE STA 4092+24 `TA`I01+IB.83` III w I I� BRDGE BENT-BA KCIR IMG I ORT _ W/12'CRASH WALL MP RA STA UT LONG NORTHING FASTING El.E _ RAILROAD CROSSING SIGNAL 200 1075+81 B1.826881 -88.518Y6B B8 1082B75.O 267E000.382 1 543.90 KCSR MAINLINE STA 4102+95.72'LT EX•M,j 47 ` ` -- PgNT OF SWITCH 199 112E+81 3I 028252 -88.5021 T063938.d81 ISS1140.Y20 62126 "o E45E��- - pp• tt KCSR MAINLINE STA 4107+70 THIS INFOMMTION PROVIMID BY KCSR TO HALFF A390CUTES ON AN.15=1 kz FUTURE S-1 t`` Ex.30"RCP IN RMODAL LEAD N.T.N.W.D. � _CULVERT \/ POINT OF$WITCH �-*`� - RAILROAD CROSSING SIGNAL KCSR MAINLINE STA 4099+T0 *� _ �- KCSR MAINLINE STA 4102+15.16'RT x SURVEY POINT ` RAILROAD ELECTRIC BUILDING p KCSR MAINLINE STA 4103+04.55 KLSR MAINLINE STA 4101-55.29'RT AC$R `ryry.. �•\ BRIDGE BENT-9 *r-_ NNE tyQ "C NO CRASH WALL I Ix \ ��- Zl FjJr(JR KCS RR �-- �g ON se SDEI I ti a \`'� 'F�ruR`s;z EN;Sp R R -CCBO SING SGNAL 0,19'RT 411p•pp rp SMRFyE Sr PROJECTED POINT \�. ••\ R.giJ• � ' O i INS E4$EME41,4 ��\ KC 5 PpRr KCSR MAINLINE STA 4112+21 RAILROAD EUTC IC BUILDING �'L•4 BRIDGE BENT'W4 ALL -'�.• KCSR MAINLINE/STA 4102+66,32'RT \' \ ON 2No RSDEI/ _ \ KCS MILEPOST T199.50 GREENVILLE SUBDIVISION KCSR MAINLINE STA 4102+24 •C.L. PARK STA 288+34.78 MINIMUM CLEARANCE 25'-3" (12'RT FROM TRACK CA-)580 � 580 s 570 !—, 570 «o� ry «o= 560 - a __ 560 _ EX.OROUID AT C.L. TOP OF RAIL - 550 w - 550 Nwa= w e" 540 rlo.ztr../- W Ewa. 540 ----------------- --- 1-10.19% 530530 520 520 510 510 500 2 2 500 s 4090+00 4095+00 4100+00 4105+00 4110+00 s KCSR MAINLINE PARK BOULEVARD EXTENSION $7 : � S. wi aylc "Son thu do,vm n u ...`8�°°�d , RAILROAD PROFILE DONALD ADA.KANE PE1074 90 031b22.Altmarion y,f 107449 wWxsuon Ia 0e rupowble engu,«r u 0 ae Reere wrier Teau Fngiv«wg S H51,� Pramicc Am.'IHPEIS Fsginccrv,g Firm YFJII KCSR MAINLINE ■■■ 2N PARKW000 BLw,wlrE goo FW4CO3 TX 740MdN1 s "FOR GENCY APPROVAL ONLY ■ ■ HALFF PS',`;"T2Y�"4WA4 WPE FKY6J,2 s NOT FOR CONSTRUCTION" — �a„.�RA�7„� a,E SHEET 14a v as RRPF-02 A. A t0 HORMONTAL SC EIM FEET / C.L.PARK STA 281-35.85,98.00'LT I \ PROP.RAILROAD 1 120'PROP, CROSSING AGREEMENT ROADWAY EASEMENT � -- ---� SEE S7 RM SHEETS FOR ADDITION INFO.ON I ` CONCRETE RIPRAP wi ROpi�� J1, � o 5'PROP. ' i � 54 `Pt0 TEMP.I 1 \ ,� TEM0P',PRONP. CONST. EASEMENT: + 'y EMEN I �ir� i -: 00 -_�---------------—1 5401' S45 C.L.PARK STA 281-07.90.46.52065 F n 2Q z 539 ADE BREAK N N h ^ C.L. ARK STA 80BOB a+ E^ I GIN RID ."' po I C.L. RK BLVD 177+00 h 278+00 _ — _ >— _— _— — I f SJg s° PARK BL an \ s Nso �' DRAINAGE DITCH NG 'BEHIND BENT, GRADE BREAK !'" :MAINTAIN POSITIVE y 7 DRAINAGE H1 " �7.61:1 zo rnr: ---- C.L.PARK STA 280+ -t I I 82.70,46.00'RT r__--_— — �� / II4 EE,6wo Or 7 I i ffl I R04D Y_�� - RI+ 3:1 n_o 11..T3 ld Ae,m K,n Pq°P� Il Th'rcal M1 Eo WA r EASE'WENT�� ooN gOgM KgNE ot,Id aa« -%-xz uo h v pc mlifi h W hl 1 _ 5 IO7449 A. �ry .c unAcr NcTLST: Ynyn«rin 115'PROP. ff NSE� Pre Acl'THPL gine ering 1--g 11112 ROADWAY EASEMENT_____/ I � iC.L.PARK STA 280.81.45,99 00'R "FOR GENCY APPROVAL ONLY FL I NOT FOR CONSTRUCTION" I i „cRoss"`°eceEER4e"� PARK BOULEVARD EXTENSION C.L. PROP.BENT 2 LEGEND BEI T PR:CRASH WALL NOTES r EX.GRADE DITCH 407 —510— MAJOR CONTOUR LINE REFER TO PAVING PLAN AND PROFILE SHEETS FOR 2.2 C•L• HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION E%.R6D 2 —510— MINOR CONTOUR LINE INCLUDING ROADWAY DIMENSIONS,SPOT ELEVATIONS ' TRACK AND CROSS SLOPES, -- 51:1 --- EXISTING MAJOR CONTOUR LINE AS 7 GRADING PLAN 2.R EFER CULVERT LAYOUT SHEETS FOR CULVERT �ii- STA 276+25 TO STA 281+50 EXISTING MINOR CONTOUR LINE HEADWALL AND OIITFALL CHANNEL GRADING DETAILS. .- PROPOSED RETAINING WALL 3.REFER TO BARRIER FREE RAMP DETAILS FOR RAMP PROP.GRADE �KCS ACCESS GRADING REQUIREMENTS AND SLOPE LIMITATIONS. PARMNO00&w,WurtE pO PROPOSED CURB/SIDEWALK PROP.S'CONCRETE A —,T%150g'JNI a ADJUST TYPICAL GRADING CONTOURS SHOWN AS SECTION A-A CONC.RIP RAP �.. HALFF El 1I1K g1Hg 0 ---- SAWCUT/PAVEMENT REMOVAL LIMIT APPROVED BY ENGINEER. RIP RAP FA%Qt4�tJg410PK TAPE FWN-11 TOTAL 0100=27.6 CFS TOE WALL NORMAL DEPTH=0.72, TINY rmOxt AK rmml Vc2.OBFPS avw AK °". 49291 me-1•>Ka `"n. N=0.040.5=0.0057 FT/FT) cartRAcr NA. 35192 ANEEr 123 of 488 GRAD-16 o II >0 M HOR12(1NTAl MJ1lE IN FEET LEGEND —5�0— MAJOR CONTOUR LINE —SIO— MINOR CONTOUR LINE (�--- EXISTING MAJOR CONTOUR LINE -- 11'- --- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL _ PROPOSED CURB/SIDEWALK j1 ---- SAWCUT/PAVEMENT REMOVAL LIMIT C.L.PARK STA 282+61.00.98.50'LT r 1 II L REFER TO PAVING PLAN AND PROFILE SHEETS FOR ES FL=520.3+/- I� r� - CLUDNG RA ALIGNMENT ROADWAY DIMENSIONSSPOT ELE AATN ONS SEE STORM T F w '$ /1. AND CROSS SLOPES. { SHEES OR i I ADDITIONAL WFO.ON I r CONCRETE RIPRAP ___ -- ------------ 2.REFER LL CULVERT LAYOUT SHEETS FOR CULVERT —�— ------� HEADWALL AND ODTF4LL CHANNEL GRADING DETAILS. PROP.6 TO B4RRIER F TAILS FOR RA P A E MENTS AND SLOP LIMITATIONS. w Kc_:;,wR Kl5 IIF \ PROP.CRASH'S FIC�.L GRADW'A CONTOU SOWN p5 \ PROP.GRADE OV Y GOEM 50'PROP.TEMP.CONST.EASEMENT \ ff 2 w 1 \� C.L.Ex. 2.25+ SWITCHING LEAD o � 1 TRACK I� PROP.RAILROAD CRI$SING AGRMEN PROP.ROADWAY EASEMENT T / ( � CDC. EE ----------------__ RIP RAP R.O.W. KCS ACCESS TOE WALL I—C_.L.PARK STA 282+63.07,46.00 L T ;] i i j. ROAD SECTION B-B PROP.5'CONCRETE r FL=52057()r/ I -,Z PROP.BRIDGE ITYP.I T fi I CONIC.OEPMILL TOTAL 0100=26.8 CFS RIP RAP } RELOCATE EXISTING DRAINAGE ) w A O NORMAL DEPTH=0.80' DITCH BEHIND BENT, + V=1.B7 FPS ' MAINTAIN POSITIVE DRAINAGE ! 2;1 j I'",g PARK BLVD SEE SHEET GRAD 25 FOR I IN=0.040,S=O.004 FT/FT) Q' PROP.BE t ! ' } - ADDITIONAL INFORMATION pp W/12'CRASH C.L.P -_ o ARK BL h , r 2B3+OD st 284.94 !£ f J —i 285.00 VFj i`oj I SPRING CREEK BLVD I (BELOW 8RIDGEI ' Cl.PARK STA 282+3B.13,46.00 RT 2;1 fL=520.95_ IF ------ --- 'T: The=cal cppr..rin`an m a- _ --- 10'PROP.TEMP.CONST,EASEMENT -- _ • auN°nanMOvwleAm Kcn _ y'}r PEi10]419°n 03-IK 12 I --- RRIRT7A ` — Awl :CROSSING A EMENT I J } DONALD ADAN nNE °t=acicd Cw.vmcvt wnUw p pc b � y, 1074C9 g �IAutwnla the repo bl yneer r ZI 4l IWlcnu unecr We Te Eron<enng ff NSE� Pnceu Act.TRPEIS Cry ring Firm iF-ll3 �I APOANMUk,H�PROP. "FOR GENCY APPROVAL ONLY 40' TENP, I —L_CONST.EASEMENT - -- -- -j h NOT FOR CONSTRUCTION" ¢ C.L.PARK'STA 262+07.00,98.50'RT 1 1 FL 521.2 PARK BOULEVARD EXTENSION GRADING PLAN STA 281+50 TO STA 285+50 a � Mm PARKV OODw VD.W Egm TEL TX m� Tg0NH1Mt EL 1414W1401 TULDIN0 7 � HALFF FAx g TW'E FWW FFJ1g g TYW WW1011 AK Y.141gt1 AK Y]WMt iMl�w coNlRncr No. as 35192 z .MEET 124 at, 488 GRAD-17 J IC WI WA " —70'PROP. TENP_C�NST.EASEMENT( n, K HauzoNr® 1 �S�RH PROP.TEMP. `----—�CONST.EASEMENT -W� LEGEND OF PROP.7EMP,CON9T:EASEMENT MAI AT THE BEN, - I I• W, ¢ •! l ~ ------------- NT _ __--_STORM SHEETS FOR— TJR: -FF —rj�Q— MAJOR CONTOUR LINE ADDITIONAL NFO. —^�i PROP,RAILROAO CROSSING AGREEMEN7 WWI R IN __ -- — .. �.u-----------_--_ 1'� T W\ SIO MINOR CONTOUR LINE ASEMA ---- PROP ROADWAY E—._--- __—_� — �,:,I EXISTING MAJOR CONTOUR LINE BENT PROP. •BA _ EX.R,p,W,l `--- �>Iti EXISTING MINOR CONTOUR LINE —�— W/12'CRASH WALL / "I F 1 —i - PROPOSED RETAINING WALL 41 PROP.BRIDGE ITYP.) - - f \; W/PROP.BENT-CRASH PROPOSED CURB/SIDEWALK \ SEE SHEET INFORMS FOR T PARK BLVD N '4 { (O 12'CRASH WALL W Tjl; -- �1DDITIONAL INFORMATION 4 ION NB SIDE( I SAWCUT/PAVEMENT REMOVAL LIMIT y Y I +g C.L.PARK BLVD I NOTES' MAINTAIN POSITIVE DRAINAGE o \ 288.00 ` g I ! ^ I.REFER TO PAVING PLAN AND PROFILE SHEETS FOR jW7.00 I _ AT THE BENT LINES,SEE / Ab9• "---'—'STORM SHEETS FOR 00 N HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION _y — — INCLUDING ROADWAY DIMENSIONS.SPOT ELEVATIONS -- PROP.BENT•BB ADDITIONAL INFO.—/++:y _--__ I � 4ND CROSS SLOPES. NO CRASH WALL 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT % HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. N },REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REOUFIEMENTS AND SLOPE LIMITATIONS. PROP.BENT•9 ADJUST TYPICAL GRADING CONTOURS SHOWN AS �pI,IG.`CREEK BLVD .,$¢ 1 % I NON SBA S�DEIALL ..I APPROVED BY ENGINEER. Sp RING 1,(BELOW BRIDGE( 17"'. -------- ----=----R—1 0-4 — _-------- PROP,RAILR04D — _ E%•R.0•'W CROSSING AGREEMENT -- ----------- TEW.CONST.EASENENT ;_i_— 74. --EX.R.O.0. -�--' ------ / / �---------- ri Ida" PROP.R.O.W.- ,� JO'PROP. 7EMP.CONST.EASEMENT 'r'----L-- II I .,.. l I JO EA MP L'ON57. $E1.1[N7 I I I t EMP'NS AMP. pBOP EpSEME ---_-- PROP.T CONS CONS7,EASEMENT_ £ VARIABLE WIDTH .E i TEMP.CONSTASEMENT _-------'--"— EX.R,O.W, RETAINING WALL T CAL '+'• hb day...... C.L.PARK STA 293.08.00 . . PFi107449-1 IN 22 M ,.PROP.BRIDGE ITYP.1 z END BRIDGE DAM«ARE IXA—dJ�numcvl.iJw Pope, m I u N '0 107<dg jft a lWlcna undo,Nc YnWn ruy NSC Pruva Act.TWPLIS Uyinaeu�y Flnn WF l Ix C.L.PARK BLVD j 2.00 291.00 _ _—_—_—_______—_— _ - - — — — — — 1 .� — "FOR GENCY APPROVAL ONLY FOR CONSTRUCTION" y 3.1 PARK BOULEVARD EXTENSION PARK BLVD " — _ E O.W. Z S SSE SHEET GRAD-25 FOR RETAINING WALL 6 GRADING PLAN ADDITONAL NFORMATION r 10'PRpp,�- $ GpNSi AMP. STA 285+50 TO STA 294+50 %6 I W L.L ------ ___ _ � I E4SEMEHi �Ip 9 70'PROP.TEMP.CONST.EASEMENT I I(� _===� .� I I I ■ ■ am rAunv000 e�w,carte Weo Z Nil MiHI Pf 41 1„ I I : HALFF (RAWP AI,J1f400Y! TWPE FNI"i,� i•:I W to I$"iIULlS to zl " IW ® i1K do YlWgi, o�e. -7�art: �•/ caWTRAcr Rp. 35192 M��T 125 :..:488 GRAD-18�ry 0 10 m WT w z�� ® INSTALL 25 T NSIT WITH SGT, � TNRIE BEAM TRANSITION �I i AND MOW STRIP W ---I PROP.TEMP.CONST.EASEMENT ————— — LEGEND it --— --- o ---- nC5 FR —SIO— MAJOR CONTOUR LINE —S�Q— MINOR CONTOUR LINE m RETAINING WALL T E%ISTING MAJOR CONTOUR LINE i EXISTING MINOR CONTOUR LINE __—E%.R.O.W. '—"--' '--'--'- -- -- � PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK J` SAS SJ SRO S29 I NOTES SAWCUT/PAVEMENT REMOVAL LIMIT n L 1 NIZONTAL AND VERTICAL ALIGNMENT INFORMATION ch 1.REFER TO PAVING PLAN AND PROFILE SHEETS FOR x Q INLUDING ROADWAY S SLOPES,DIMENSIONS.SPOT ELEVATIONS Z - C.L.PARK BLVD 29i«00 296. 297«`0 298.00 29 H —� - -- - ----- - --� --------- -------- -- ---BLVD AND ----"—�— W 2 HEADWAL.RE ER L AND V OUTFALL CHANNEL ERT LAYOUT TGRADNG DETS FOR AILS. h - - - z y'S� I 3.REFER TO BARRIER FREE RAMP DETAILS FOR RAMP 9 u y I GRADING REQUIREMENTS AND SLOPE LIMITATIONS. IJ N r--J APPROVEDAD USE YPICAL BY ENGINEER. CONTOURS SHOWN AS t h p N PARK BLVD + ti, ,o o RETAINING WALL 6 7' .W. -- ----._--- ----------- ------------------J---- 10'PROP.TEMP.CONST:EASEMENT ICI WAL-MART REAL BUSINESS IF KCS RR i I z - _` KC',PR n � R DT DDNALD ADAM OAM KANE ofa«alud d«umeut wiNoutproper NOTE:NO GRADING THIS SECTION - 10T449 ma«uo^mw�r Nnu=^a^«rl� Pvm WF-313 F NS nP + E� Prucn«An.THElS ayinaeruy go � [¢- C.L.PARK BLVD "FOR GENCY APPROVAL ONLY y 00 300«W 301«00 302 00 303«00 - - - - - - - - - -L- - - - - - 1 - - - - - - - - - - - - - - -----------A----------- NOT FOR CONSTRUCTION" pg x LL - PARK BOULEVARD EXTENSION 7 FV., _ a PARK BLVD - ------------------------------------------- -- W. ST GRADING94+50 TO END HALFF T.T—)H—ITTO w.WURE lro s cwco.x,m,.aea, WA MARTREAL LST �. ♦�I�ulatHSm BUSINESS TR (xtq lao-aDY6 TBPE•1RM.FJt] 11,W Y8p20t1 YIlAlDt1 AK Yg0'lOR1 rrc 1��D• « CONTRKT No. «� 35192 126 488 1 GRAD-19 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10 . . b KCS RRI KCS RR - _ _-AC CRSP'TEMP �j � PROP. 1 7 0�5% —_ —� EME NT—_ CROS I PROP.ROADWAY EASEMENT------------- _� _ yMLmaL kur.IH FEET • --�_ -- - 535 ----- PROP,ROADWAY _ E45EMEN7 535.5 '•I „� c 536�� 7 — LEGEND .I I I ., .I o I 9T 536.5 1 510_ ^ I m MAJOR CONTOUR LINE 1.I I$ 01 a i� 537 I 'a g —510— MINOR CONTOUR LINE • i t�i� -. C.L.-PARK BLVO r�i } --till)--- EXISTING MAJOR CONTOUR LINE j 284-00 2BSi00 I 5}7.5 .n :(I1 a. �r _�-- '\5} Z86 N -`_•.I(I-- EXISTING MINOR CONTOUR LINE I n SEE SHEET PAVE-90 FOR o Q PROPOSED RETAINING WALL ADDITIONAL INFORMATION GRADE BREAK AT 28 PROPOSED CURB/SIDEWALK .L.PARK BLVD SAWCUT/PAVEMENT REMOVAL LIMN n C : a r T SPRING CREEK PKWY w NOTES, -F,w 1.REFER TO PAVING PLAN AND PROFILE SHEETS FOR IHORIZ m V iDNTIL AND VERTICAL ALIGNMENT INFORMATION INCLUDING DIMENSIONS.AN MENSIONS.SPOT ELEVATIONS D CROSS SLOPES DI I (r IN __—__—_.—_..___—__ --- Ez.R O.w. '--- --I 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. -- 10'PROP.TEMP.CONST.EASEMENT --- ].REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REQUIREMENTS AND SLOPE LIMITATIONS. ---- ADJUST PPROV TYPICAL GRADING CONTOURS SHOWN AS ' --� APPROVED BY ENGINEER. Iw TEXAS NATIONAL NOTE:PARK BLVD PAVING LINES `KC51;RR jg GUARD ARMORY BO NOT SHOWN FOR CLARITY P 111 I GRADE SURROUNDING AREAS ry PROR.BENT•81 C.L.PARK BLVD (11 TO DRAIN TO PROPOSED I' W/12'CRASN WALL1^290.000— --_ i iE. DROP INLET f 298.00 -----—__ __—_ 291.00 I. 00 �� ,� I �It I:��, a •i I ,. a I -__— �----_�2ya PROP.BENT•8B NO CRASH WALL I I .VHm _ I SPRING CREEK PKWY 1` ^• '—PROP.RAILROAD CROSSING AGREEMT +I'T a j+ OF i ff pp� �y`` .wn'�uMoodMK,n S 10,PROP,TEMP.CON57•EASEM€i —A,T71PE1S F.vy WF TI n �-- DON,LO DA,M KnNE — ---------------------gyp I, �I, rw a,a �poim v� y� �07 49 1apm.e m4a We Te'ibl'npn�'arviy + Ti —� 1 }0'PROP.TEMP. 2 f NSf� Pr F. z grq ---ire}0 PROP.TEMP.CONSi.EASEMENT , CONST.EASEMENT '* S i 1 I SEE SHEET PAVE-41 FOR I 1, N KCS RR 1 ADDITIONAL INFORMATION I J �� "FOR GENCY APPROVAL ONLY N TE%AS NATIONAL I i I ,n NOT FOR CONSTRUCTION" Z CUARD ARMORY BO u• a.. ..a PARK BOULEVARD EXTENSION u g i 1 NOTE:PARK 4LVD PAVING LINES & I I 1 NOT SrOWN FOR CLARITY •.\ �' W i � 1 1 Ig GRADING PLAN j SPRING CREEK PKWY �I �=� ■ ■ �� % Wqf vARKWOODIuw,Wurte A00 a I N.T.M.W.i. u v ... HALFF FRWpL,.%,O0.M AN, 1 C �/ I (x14j"»WoOM TBPE FpMwFJ,] j I GRADE BREAK, 5}} I 1 I I i,gx 1 / AK W>OWW, ,cv. 1•>:40' nW90xt TWIN 35792 oAa .EST 132 of 488 GRAD-25 -00 RETAINING WALL 2(RW2) �- // PARIgE HORAM Yw1E Bl FF>R _------ LEGEND A� 05 /�. - RTWL-%X RETAINING WALL SHEET P RETAINING WALL I(RN11 BOREHOLES LOCATION 2 ID STATION OFFSET NORTHING I EASTING ELEVATION /- ate,-0 B-1 23T+12.46 32.53'LT 7065528.09 2574317.86 509.75 B-2 240+3622 21,09'LT 7065532.19 2574641.80 509.37 B-3 247+47.76 8.680ET 7065534.74 2574953.58 509.47 8-4 239+18.91 7.85'LT 7065513.34 2574525.26 509.29 8-5 242+48.36 2.18'FIT 7065519.12 2574854.82 509.53 ..,.. RTWL-IS RET AINMG WALL 5 IRW51 III RTWL-Ili-=. _ B-7 222+ 61 RT 706523667 257290054 52065 _ -.. 235.00 -q 240+�0�B z -�- _A_2_ - _ _-_ -_ W-1 2I8+95 32.48 RT 7065146.90 2572581.97 536.20 Uj N s - - - ► _ _ _ .59 -`--" BSI W 3 223+46.88 36.93'LT 7065423.13 2572950.78 516.05 "-- PARK RLVD 4 -_ - __- '� W-4 235+51.66 48.94'LT 7065536.76 2574156.47 512.61 W-6 244+91.43 24.71'LT 7065554.47 2575097.25 507.23 w� RETAINING WALL 4(RN4) RTWL-II �4 RETAINING WALL 3 IRN31 W-9 242+29.78 40.01'RT 7065480.44 257483B.07 503.62 ' 11,4 RTWL-10 W-10 246+96.63 33.49'RT 7065500.13 2575303.66 514.65 RTWL-07 RTWL-QB W-13 294+94.50 46.62'LT 7062792.55 2578776.10 531.04 W-14 296+99.41 17.34'RT 7062587.48 2578709.47 529.66 B-46 289+67.07 14.50'FIT 7063302.72 2578619.27 536.30 RETAINING WALL 7(RW7) B� B-55 292+36.59 38.43'RT 7063041.60 2578667.14 531.59 RTWL-19 ��-s TABLE A MSE WALL MATERIALS FOR RETAINING WALLS RWI AND RW2 W_13 (FOR WALLS SUBJECT TO INUNDATION) NOTE: r+' FRICTION MATERIAL TYPE FILL ANGLE COHESION FOR BOREHOLES BI 87,WI W14 fi B48-BSB: %2 00 y'_� --'---_` LOCATION IDEGREES, (PSF) BOREHOLE DATA PROVIDED BY PROFESSIONAL TXDOT ITEM 423 TYPE RETAINED OR 34 0 SERVICES INDUSTRIES,INC. AS,BS OR DS REINFORCED ZONE PROJECT N0.03421687,ELEMER I7,2020. TXDOT ITEM 132 TYPE C RETAINED ZONE ONLY 30 0 RTWL-17 RETAINING WALL 6 IRW6) TABLE B MSE WALL MATERIALS FOR RETAINING WALLS RW3,RW4 AND RW5 (FOR WALLS SUBJECT TO INUNDATION) RETAINING WALL GENERAL NOTES FRICTION ° 6. GRADES SHOULD BE SLOPED AWAY FROM THE FOUNDATION SO AS TO PROVIDE FILL COHESION 1. ALL RETAINING WALLS ARE PROPOSED TO BE MECHANICALLY STABILIZED EARTH POSITIVE DRAINAGE AT BOTTOM OF WALL.FOR SOME SECTIONS OF RETAINING WALL$ MATERIAL TYPE ANGLE S )MSE)RETAINING WALLS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOOT THIS MAY REQUIRE FILL BOTTOM O OF AT THE BASE E THE WALL.SEE RETAINING WALL LOCATION (pEGREES) IPSFI SPECIFICATION ITEM 423. TYPCIAL SECTIONS ON RETAINING WALL SHEETS AND GRADING PLANS FOR APPLICABLE 2. BACKFILL FOR MSE RETAINING WALLS SHALL BE SELECT MATERIAL MEETING THE TXDOT ITEM 423 TYPE RETAINED OR SECTIONS. - 34 0 DS RENFORCED ZONE �f SPECIFICATIONS IN TABLES A,B AND C.SEE WALL DETAILS ON RWIMSEIDD)MOD) f �Fy STANDARD ARTAfi FOR LARGER OF RETAINED ZONE MATERIAL. 7, MECHANICALLY STABILIZED EARTH(MSE)WALL SHALL BE DESIGNED BY CONTRACTOR TXc uJ appppccvring on mud«omu�wea 3. BACKFILL PARTICLES LARGER THAN 1/4"INCH SHALL 8E ANGULAR OR CRUSHED. AND SIGNED/SEALED DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. TXDOT ITEM 132 TYPE C RETAINED ZONE ONLY JO 0 y` S a t#o7h15 gDellis D.gave, ROUNDED ROCK OR GRAVEL WILL NOT BE ALLOWED. THE CONTRACTOR SHALL SUBMIT CALCULATIONS FOR BEARING,SLIDING,OVERTURNING PP.Add on O]-IB-22.Altmtion ota AND ECENTRICITY BASED ON THE ACTUAL MATERIALS USED N THE WALL AND USING ONNS DENNISD.SA7RE• Add w.mout vraper maecaoon 4. CEMENT STABILIZED BACKFILL WILL NOT BE PERMITTED.EXCEPT AS SHOWN ON PLANS. RECOMMENDED PROPERTIES FOR EXISTING SOILS AS LISTED IN THE PROJECT REPORT j159 to teermc erigioeernen of(enre 6nemurivg Pracriu An. 5. PRIOR TO PLACEMENT OF RETAINING WALL SELECT BACKFILL.THE CONTRACTOR SHALL NO.0342168T PREPARED BY PROFESSIONAL SERVICES INDUSTRIES.INC.DATED TABLE C f 7�CE SC d lE nng Firm eF-]I3 COMPACT THE FOUNDATION SOIL BELOW THE LIMITS OF THE RETAINING WALL SELECT DEL.OS.2019. S `E MSE WALL MATERIALS FOR RETAINING WALLS RW6,AND RW7 BACKFILL IN ACCORDANCE WITH ITEM 423.CONTRACTOR SHALL PERFORM PROOF S.BOTTOM OF WALL(TOP OF LEVELING PAD)AND WALL PAY LIMITS SHALL BE AS SHOWN (FOR WALLS NOT SUBJECT TO INUNDATION) ROLLING OF FOUNDATION SOIL BELOW THE LIMITS OF THE WALL SELECT BACKFILL ININ WALL ELEVATION DRAWINGS AND IN NO LASE LESS THAN 2'-0"MINIMUM BELOW FILL 'q ACCORDANCE WITH ITEM 216,'PROOF ROLLING.*PROOF ROLLING SHALL BE PAID FOR ACE ANY FINISHED GRADE(2'EMBEDMENT). FRICTION AT THE UNSTABLE,NONUNIFORM OR UIT PRICE BID PER NSUITABLE PER ITEM FOUNOATION REMOVE IDENTIFEDLTNROUGH PROOF MATERIAL TYPE LOCATION ANGLE CD(IPIESION "FOR AGENCY APPROVAL ONLY ROLLING.IMPORTED REPLACEMENT FOUNDATION SOIL SHALL BE CLEAN SOILS 9.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE.CONTRACTOR SHALL VERIFY (DEGREES) NOT FOR CONSTRUCTION" CLASSIFIED AS CL,CH,SM.$C,SP.SP-SM,OR GC THAT ARE FREE OF DEBRIS,RUBBLE, THE PRESENCE.LOCATION AND DEPTH DE ALL UTILITIES IN THE VICINITY OF WALLS TXDOT ITEM 423 TYPE RETAINED OR ORGANICS OR DELETERIOUS MATERIALS AND SHOULD HAVE A PLASTICITY INDEX EQUAL PRIOR TO SUBMITTING SHOP DRAWING DESIGNS. 34 0 OR LESS THAN 30.REMOVAL AND REPLACEMENT OF UNSTABLE.NONUNIFORM OR AS OR BS REINFORCED ZONE UNSUITABLE FOUNDATION SOIL SHALL NOT E PAID FOR SEPARATELY BUT SHALL BE 10.CONTRACTOR SHALL NOT CLEAR ANY 6-DIAMETER OR GREATER TREES WITHIN PARK BOULEVARD EXTENSION CONSIDERED SUBSIDIARY TO ITEM 423.THE MATERIALS SHALL BE COMPACTED TO 95% TEMPORARY ACCESS EASEMENT LIMITS ON USAGE PROPERTY.THIS AREA IS NOT T%DOT ITEM t72 TYPE C RETAINED ZONE ONLY 30 0 MAXIMUM DRY DENSITY(MDD)DETERMINED IN ACCORDANCE WITH TEX-114-E.THE INTENDED FOR EQUIPMENT ACCESS.CONTRACTOR MAY PRUNE CONFLICTING MOISTURE CONTENT OF THE COMPACTED FILL SHOULD BE IN THE RANGE OF THE BRANCHES AND REMOVE TREES ALONG R.O.W.LINE AS APPROVED BY THE ENGINEER. NOTE) OPTIMUM MOISTURE CONTENT(OMC)TO THREE PERCENT ABOVE THE OML(+0%TO +3%IAS DETERMINED BY TEX-114-E. It.ALL WALL PANELS SHALL BE CONSTRUCTED WITH FRACTURED FIN FORM LINER 1.INFORMATION IN TABLES A.B AND C HAS BEEN TO BE APPROVED BY THE ENGINEER.NOT LESS THAN 1/2 INCH RELIEF. PROVIDED BY PROFESSIONAL SERVICES INDUSTRIES,INC.PROJECT NO.03421687, DECEMBER 05.2019,TO PROVIDE SOIL STRENGTH _ PARAMETERS FOR THE DESIGN OF THE SPECIFIED WALLS.THIS INFORMATION IS BASED y ON BORING INFORMATION AVAILABLE AT THE RETAINING WALLS 3 TIME OF PLAN IN PRODUCTION. FORMATION HAS BEEN BORING OWN ON SHEET LOCATION MAP/GENERAL NOTES WW AND SHEETS BORE-01 TO BORE-04. Q 2.IN ADDITION TO HORIZONTAL FILTER FABRIC _S REQUIREMENTS IN ITEM 423.PLACE VERTICAL ym pARKWOOD WLVD,BUIIE goo FILTER FABRIC BETWEEN REINFORCED ZONE AND FRWGO.TX 7gow-eNt RETAINED ZONE WHEN DS AND C BACKFILLS HALFF ARE US , F�v�gt TBPE FYW IFJtz Y 3.RETAINED SOIL WILL BE PAID FOR AS tMw AK MBarmTt EMBANKMENT TYPE B IN ACCORDANCE WITH STD AK W'JA1N1 1A 'a RW(EM).ALL COSTS FOR IMPROVEMENT OF SOIL IN RETAINED ZONE ARE SUBSIDIARY TO I COHIMCTft 35192 RETAINING WALL. 133 468 RTWL-01 a -=-I - - - - io AA -, - PROP.TEMP.CONS.EASEMENT. - _ - - -- Iw-I�--� HaRlzaNia erwEe w Feei ------------------------- - -_ as a w Ta ,a -- r -.,... veWTluLacALe FEeT --- KCS RR I] I EX.R.o.W. W-17 I II LEGEND PROPOSED STONE RIPRAP �� - .�: •�' \ srw � Ly� �,-�� PROPOSED CONCRETE RIPRAP -�. . .. r-. . . i I PROPOSED STORM DRAIN/INLET C.L.PARK BLVD — �00 \ --_ —2�4+00 A _-- 295-00 ill PROP.GUARD RAIL — — r t — ,- - - — i- _ -- 4- / --_— �� 296- PROP.RETAINING WALL 100 - N"rh -9i ____---_ i( 7C- PROP.FENCE - / BORE HOLE LOCATION PARK BLVD 4, y, .�,/ Try I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO IIF00 I 12+00 S� �" -. FACE OF CURB OR FACE OF RAIL UNLESS NOTED 10F00 ---5 OTHERWISE. —__ CURVE RW4 6'SW -_.-.I7�0 - -- -9i RETAINING WADI 6:- .. _ _FURVE RW6-2 - - RW 6 STA 10�t .0 N -- —� — CONTROL LINE ----- - .., 10'PROP.TEMP.CON N LVD L. 2926.A .4.0' CO EASFMFRf " n BEGIN RETAINING WALL �---- RW TA I+ ' A LV L. A I. END RETAINING WALL IIl I —J WAL-MART REAL EST CAU BUSINESS TR EXISTING UTILITIES IN OT EI AREA.UTILITIES LOCATION SHOWN ARE SCHEMATIC IN NATURE g AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL.AND/OR VERTICAL LOCATION. - THE CONTRACTOR SHALL VERIFY THE EXACT LON OCATION CT PAFFFECi ARIOR TO FFECTED BEGINNING ES ATN LEASTTI48 HOURS PRIOR TO CONSTRUCTION IN THIS AREA. O-B00-DIG-TESS) 4 555 P 555 o < r v E OF O w, �J'a The wle M1 documcetwu 550 < - - - w. - __ 550u", N - : ...-. eenls9D o�Dslsn Al - r :< Ng _ ,DENNT 59SiTRE Wd um wdw opc fi--n � P N to lber ublee W TOP OF Cj21 RAIL - s i �WwWp iiz 545 _._.... .._.. 545 fsY/` E E ? -ee Firm - TOP OF WALL/COPING(CONTROL LINE). < 1 L E SEE TYPICAL SECTION.PROFILE TO FOLLOW ROAD P.C.L. "FOR AGENCY APPROVAL ONLY 540 B s:s' 540. NOT FOR CONSTRUCTION" 535 PR POSED ,........ 535 PARK BOULEVARD EXTENSION EX."AGE AT .. FNNSED GRADE ......._... ......_.. -._ FACE IOF WALL AT FACE OF WALL I _ I l ------ _ 530 _ _ � __....... _. 530 - APPROX.ELEV.OF 25 BorroM of WALL 'MIN. 52 RETAINING PLAN/PROFILE -- - - �- 5 R ING WALL PLAN/P E .. ...J PROP.30"RIP E%.30"RCP RET INING WAL RETAINING WALLS a � I `< : AT FACE OF EXPOSED WALL 520 g w _ 520 ... a ° ° ev....... ..... ... FsTXiwa HALFF ,wreaao E p,11a,a.wo a$a�))¢ - _ �r�1W({p O ,Cn ■ ■ FAX ptc)IWFYAa 1WPE FWM IFJ1f 610!w N M N F 'N 1 TMW Y]WNit i NYAt1 p AX an W0A'N1, S 10+00 11+00 12+00 13+00 14+00 COHiNA`T"° Bs8az a a Utz Tag o aee Rl VVL-17 RETAINING WALL 6 NOTES hain H NALL6 contains: I.REFER TO RETAINING WALL LOCATION MAP SHEET FOR CUR H1ULL6-1 CUR H_WALL6-2 470 WALL BACKFILL REQUIREMENTS. Beginning chain N WALL6 description CONTROL LINE^, •Curve Data+ fE PARK BLVD BET WALL I Curve H WALL6-1 '�—VARIE P.I. SEation 10+64.66 N 7,062,942.273 E 2,578,675.265 50' 2'TO 4' Delta = 4. 18' 21.59^ (RT) �E%.R.O.W. Degree 3• 56' 26.03" Tangent 54663 I Length 109:274 46'TO 48' C221 I Radius 1,454.000 TOP OF WALL External 1.027 CONTROL POINT IT Chord 109.248 6'SIDEWALK Mid. Ord. 1.026 WI.5% =PGL+0.09' P.C. Station 00 N 7 0662 996.316 E 2,578,667.057 1 .2N 7,02 B87.7967 E 2 57P.T. Station 1+19 , , 7:2111 , 6 ,77 9.392 PGL C N 7 027 92 E 2,572542 FACE OF aCk S B" 38' 09.13^E MSE WALL Ahead S �_ VARIES J hord Bear z S 6. 28' 58.34" E 19' 41' 1 FINISHED GRADE TRAFFIC RAILING FOUNDATION AT WALL •Curve Data• MINIMUM STRAP LENGTH Curve H WALL6-2 2'MIN. 2A A4N• P.I. SEation 11+63.32 N 7,062,843.847 E 2,578,682.717 9/.MA% Delta 5. 12' 18.45^ (RT) I X. Degree 5" 54' 46.365 T— — PARKING LOT Tangent _ 44.045 Length 88.030 Radius = 969.000 UNDERDRAIN PIPE PER E%.GROUND- External = LOOS T%DOT RWIMSEI STANDARD FINISHED GRD. Long Chord = 88.000 Mid. Ord. 0.999 �2'WIIE P.C. Station 11+19.27 N 7,062,887.767 E 2,578,679.392 2'MIN.EMBEDMENT DEPTH MOW STRIP P.T. Station 12+07.30 N 7,062:199.807 E 2,578,682.094 C.C. N 7,062,814.608 E 2,577,713.15a Back -S 9' 19. 97.54^E SECTION A-A Ahead =s o sz' 30.90"W Chord Bear S 1' 43' 38.32"E N.T.S. Course from PT H_WALL6-2 to 470 S 0. 52' 30.90^W Dist 112.698 RETAINING WALL 6 STA 10+10.00 TO 13+20.00 Point 470 N 7,062,687.122 E 2,578,680.323 Sta 13+20.00 Ending chain H=WALL6=description Q f`»,�r� iTc,col aFpcanng on lhu dacumcm vea MrvedM�nw Satre. PF!]1590 on 0.1-I8 32.Alteration ofa �DEN NS D.S�iRE A cdd wiNour proper notification �159 la the rcn. 'k cr�iuccr o an P Alottrn Hngmurivg racliu A. any,/CE SE V2�' 7B eennB Firm YF-Jll E "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION RETAINING WALL PLAN/PROFILE RETAINING WALL 6 DETAILS ■ .■ gFgAg%iPARK1WMO9O0DY F VD sumW: C O L 146F. HALFF TB 1—AF— TWN VJa'm]1 A% *WoW 1 AK age'JM1 rve N T.S. � 00WTINCTWo. 35192 a�T 15o ao.,...� RTWL-18•ry x i WAL-MART REAL EST \l ��ii HORIzaMML IfxENFEET BUSINESS TR �r 0 xf.1 -.- —� VEI47MK NNE N FEET P RO P.TEMP.CONST.EASEMENT��r 3 TEMP_GON3(�£ASEyENT -- - J __-- LEGEND PROPOSED STONE RIPRAP I EX.R.O.W. _y__._.-- - PROPOSED CONCRETE RIPRAP PROPOSED STORM DRAIN/INLET W PROP.GUARD RAIL PARK BLVD , w '" IT_... PROP.RETAINING WALL PROP.FENCE Nl" L.L. BORE HOLE LOCATION ........... ....,......... r — - NOTES, I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO H FACE OF CUROTHERWISE. B OR FACE OF RAIL UNLESS NOTED � \ s s CURV RW-7-1 ,CURVE R -7-2 \ 2'WIDE W_13 EX.R.O.W. n RW 7 TA 1 MOW STRIP RETAINING WALL 7 % L L. A , 'L n — CONTflOL LINE ,n END RETAINING WALL A ~ -. KCS RR _ CAUTIONUI __---_ --------- PROP.TEMP.CONS;.EASEMENT J EXISTING UTILITIES IN THE AREA.UTILITIES LOCATION SHOWN ARE SCHEMATIC E NATURE RW 7 V. I . - AND MAY NOT ACCURATELY REFLECT SIZE. K - HOR20NTAL.AND/OR VERTICAL LOCATION. BEGIN RETAINING WALL THE CONTRACTOR SHALL VERIFY THE EXACT i LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THIS AREA. U-800-DIG-TESSI � e 555. .. ......... .... - ......... ....... ..... 555 o w F _. 550 : m 550H �. Z TO C221 RA y, DENNIS E biP',- 545 .. ...." .... •.... ....:..... 1""""' ... .... ... 'i""' ...... TOf.'OP"WWLt-YCOPIIIC"tCONTRDL-tINE7, P c nA rm sF 111 2 r2v PE le Ifi C N •, Qi ...... AI I f(iCE RAW n Pi LPnc,rc Ano ...........................,1.., i,,. •... ... ..... .... a.... -- -........ .......... .. .... ... d btA 545 E i SEE TYPICAL SECTION.PROFILE TO i �� FOLLOW ROAD P.G.L. BS 540 B' ' S40 "FOR AGENCY APPROVAL ONLY .. NOT FOR CONSTRUCTION" I `535...............,. ... ... PROP 535 PARK BOULEVARD EXTENSION Ez GRADE AT DACE OF WALL o55 .......... .... ........ .... . i........... F1WiSNEO GB,( ...... AT FACE OF WALE 3v 4� 530 ....t.. .. ... ..I.. _...... _ 530 2 BOTTOM ALL AjIN 4PPR M ELEV.OF OR W SZS......; .. ..._. ... ......._ .. ....... ___- ....._...... RETAININE WALL 7 ........... ..... ... ... .... ....._... ........_ SYS RETAINING WALL PLAN/ ROFIL AT FACE OF EXPOSED E� E I RETAINING WALL 7P ,.. «. 5zR ... ;.._. ... ......... .........l........,...... L...... ... .......... ........ ... ...... .-......._ ......... _............. ............ O ......_..... ................... _....... ........ ........... .. ... HALFF 4FEo,(TPAAWLw.WWE wo TEL 4_O G.O _� ■_•TYW n: YIG�Ott FA%R14�E1n400" TWPEFRAA ti 8wiN :um :N M iumiN AA v4AWm+ Vc _ 35192 10+00 11+00 12+00 13+00 14+00 MEET 151 a 4BB RTWL-19 RETAINING WALL 7 NOTES Chain H WALL7 contains: I.REFER TO RETAINING WALL LOCATION MAP SHEET FOR CUR H_WALL7-1 CUR H_WALL7-2 WALL BACKFILL REQUIREMENTS. Beginning chain H WALL7 description Curve Data " 'CONTROL LINE—s,, Curve H WALL7-1 RET WALL TL PARK BLVD P.I. Station 11+43.53 N 7,062,829.396 E 2,578,778.999 VARIES Delta 6' 97' 04.58" (LT) 50' 2'TO 9' Degree = 3' 07' 45.15" Tangent - 108.535 E%.R.O.w. Length _ 216.815 VARIESRadius 1,831.000 46'IU 48' C221 External 3.214 Long Chard 216.689 TOP OF WALL Mid. Ortl. 3.208 6'SIDEWALK CONTROL POINT P.C. Station 10+35.00 N 7,062,720:874 E 2,578,776.850 a 1.5% =PGL+0.09, P.T. Station 12+51.82 N 7,062,937.353 E 2,578,767:350 C.C. N 7,062,748.614 E 2,576,996.060 PGL FACE OF Back =N 0' 52' 05.02'E Ahead -N 5' S4' S9.55 p MSE WALL Chord Bear =N 2' 31' 27.26"W �^ VARIES ��II 3'TO 41' -1 FINISHED GRADE Curve Data TRAFFIC RAILING FOUNDATION AT WALL ^- --------- MINIMUM STRAP LENGTH Curve H WALL7-2 i P.I. SEatio= 12+88.41 N 7,062,973.756 E 2,578,763.534 2'MIN. Delta 2' 42' 43.97" (LT) E%.DITCH' Degree 3' 92' 21.89' j= Tangent 36.598 F —� Lengqth 73.183 Aadiva 1,546.000 External = 0.433 UNDERDRAIN PIPE PER E%.GROUND Long Chord 73.176 T%DOT RW(MSE)STANDARD FINISHED ORD. Mid. Ord. 0.433 P.C. Station 12+51.82 N 7,062,937:353 E 2,578,767:306 P.T. Station 13+25.00 N 7,063,009.940 E 2,578,758.043 2'MIN.EMBEDMENT DEPTH 2'WI OE C.C. N 7,062,777.992 E 2,577,229.542 MOW STRIP Back N 5' 54' 59.55"N Ahead N 8' 37' 43.52-W SECTION A-A Chord Bear -N 7 16' 21.54"W N.T.S. ___-_ === s_====_'_`_===>�a=s><�==_»><_ Ending chain H_WALL7 description _ RETAINING WALL 7 STA 10+35.00 TO 13+25.00 S 3 E E Thc acM eppc "g on Nu D Save. dac, ^av Norue M Ihnnu . PEYT159D on 03-18i3.Al,uation of. •DENNS D.SgTRE A e40�c wilbaul proper oa4ficetion 7159 ,o We rc4wnubcc engivccr i•av onen.c ,v ��kTT�b'a4}y,L'ngmc S erivg Practice An. ,nSZICE E ?� enng Firm YF-311 C �E "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION RETAINING WALL PLAN/PROFILE RETAINING WALL 7 DETAILS ■� HALFF FRISC Tx'°°H-eee°w,eurteeoo ■ ■ FM(R11°7]g4pgg TWPE FWrg 2 Tuw vmm, AK asgagg, AK Aaaaax, .�N T.S. p eaNlWAer Np. a,e 35192 MFFr 15z of 488 RTWL-20 TEST HOLE NO.W-1 TEST HOLE NO.W-3 TEST HOLE NO.W-4 TEST:HOLE NO.W-6 STA 218+95.59,32.48'RT STA 223+46.88,36.93'LT STA 235+51.66,48.94'LT STA 244+91.43,24.71'LT EL 536.20 54.516.45 __ EL 512.61 EL 507.23 o x.e a re ,o ''.,. I j VERIIUL MMEwFEET .. L. ',,... ,.__ .,.__ .... ......_. ........... ...CLAY,fat.very stiff to _. 515 515 .. ....... hard,dark brown,with colt dium 535 ... CLAY.fiat.very stiff to nods ... .. ...... _51.0 CL110h#a a0er, stiff to . 51.U... ............. hord,dark brown,with colt "' - -"' no - - " hord,dork brow no CLAY,fat,firm to very stiff, nods h calc n,with tan and pray 505. SQS.... AY. v stiff t CLAY,fat,very o CLAY,fat,firm to very stiff, hard,dark brown,with colt ton and gray nods NOTE: CLAY fat firm to very stiff, 525 tan CLAY,fat,very stiff,tan r I.BOREHOLE INFORMATION PROVIDED " __""- "" and gray,.shaley ""'"- ""' """' """' O `CLAY,fat,firm to very stiff, g 'i n and y PROJECT NO.0342168 ,DECEMBER ,2020. Y PROFESSIONAL SERVICES INDUSTRIES.INC. CLAY,fat,very stiff,ton to gray 7 17 520 495. and gray.shaley _.... .... 495,...._,.. _,..... i;._. i........ .......... ............ .SHALE,clay-shale.hard.......... .......... ......... dark gray CLAY•fat•very stiff.ton and j 50(2.5)505) SHALE,clay shale hard 9 sha y (7 1. 515 CLAY fat,very stiff,ton ......... ......... ... ... ..490 F dark gray . ........ a . ........ 490. - .....ra... 1e...le ............................. and gray.shaley I B/H 491.05 5012. U. ) - a 75)50 5 !Ld SHALE,clay shale hard, 50. 485 dark gray ... .... B/H 511.2 50(2.25)50(1.25) .. ...........................r.......... ...... .. .,.....(...... .. ..;....!{80.....G.............................,............................}............................................ .._480......_B/H = 482.23........... ............ ....... i :.._. .;........ ............. j............. .: _...._. ......_.......,. .._............... .............................j.......... .. ..... ........ .........._. ... TEST HOLE NO.W-9 TEST HOLE NO.W-10 TEST!HOLE NO.W-13 TEST€HOLE NO.W-14 STA 242+29.78,40.01 RT STA 246+96 63 33.49 RT STA 294+94.50,46.62'LT STA 296+99.41,17.34'RT EL 503.62 EL 514 65......... EL_531.04 _ ... L.529.66 51si 535... ;... .... . ,........................ ......... ...... .... ......... .. .... ,..... .... a j i i i i i CLAY,fat,firm to very stiff, 510 ...... ..... dark brown with talc.._. ....... dark 505 CLAY,fiat,firm to ver 6(61 9f6) ca d ods rDro h *DEFHS�ATRE e�a90�°.em? .wF CLAY, stiff to _.. .._.. ....... .............. ....... .. .......... .. brown,with .. 7 (6) h cal ods ... .525.... Tse stiff,tan and gray <icE c i`� 1+ �eP IF3-12 ... (6)6 CLwit calcknbr ...........I I : CLAY,fat•firm to very c 5 O s CLAY,fat,very stiff to I ! brown, hard dork brown with talc AY,fat.firm to 500 .. .......... .. nods .......... ...... ........ ......... ..CLAY.fiat.very stiff.tan ......._._ _ _ ............6(6)7(6).............(..... .CLAY, very stiff,browny .520 _ 5f6)5(6) st ff brown and gray,sholey 6(6)6(6) qY fat "FOR NOT FOR CONSTRUCTION" 495 .. ............ ......... very stiff, ._._-0R6)38f6).... n.st,very stiff.. 515.._.... CLAY,fat,firm to very stiff`+""`" """ CL ton.sandy** tan and gray - SHALE,clay shale hard, PARK BOULEVARD EXTENSION dark gray 40(6)32(6) g 490 ,.. ..... ,....... .,, ..,..... ;.......50(2.5)500.251 .... ..._.. ... ......... ..;. ...... ... ......... I ........ ......... _...50i2.5)50f1 75).. ..,... ...,, ,...,..5'I,0 .. s CLAY,fat,clay-shale,very ND clayey s e. SAND•clayey sand•dense, B/H 489 65 SA with gravel(SC)�de stiff to hard dark gray, with grovel(SC) .shaley .. .. 50(3)50(4.25) .. .._. ........... ....... 5 50(2I _ ............... ............_ 485 _....._... ., .. 5Q5......_. ns ........ .... 0141 - 50(3)500.5) 506.04 SHALE•cloy-shale,hard, B/H = B/H 504.66 - SOIL BORE LOGS dark gray 480 .._. ......... .._....... ........... ...... ........ .... ......... ........ .. .. ............ ........,... ........... ........ . ........ .......,.... ._......_. SQQ....,... xeex.wRwooDx eurtE eoo 50(2.5)500.25) ...8/H 478.62 ... ...... .... .. ..... ' ...... .. .... ... ... .., ..,.... .,,.. ........ ....... _... ......... H FF FAX a Fnr eF.x 475 .. ....... . . ...... �w ewx"x ` °"E w,axex,,x �I oorrtRncT w. w,•' 35192 S exEEr 154 of 411111 BORE-02 s A(~ 8• 3' 2 EO SPA 3' EXPANSION JT 2'TYP. MIN WITH 1/2'PREFORMED ~ 12, 1'-1' 2' ;o REINF BAR EXP.MATERIAL MAX MIN CONST JT -alN ( 3) a REINF Al WWF OR BARS WWF REINF STEEL WWF VARIES FROM 10'TO 2' SECTION A-A (REINF BAR SHOWN) NOTE:REINFORCING BARS SHALL BE -3 O 18'SPA.C-C. WELDED WIRE FABRIC SHALL BE 6X6-W2.9XW2.9. COMBINATIONS OF WWF AND REINFORCING BARS MAY BE USED IF BOTH ARE PERMITTED. LAP SPLICES FACE OF SHALL BE A MINIMUM OF 6 INCHES,MEASURED FROM THE TRANSVERSE WIRE OF WWF,AND THE ENDS OF THE MSE WALL REINFORCING BARS. MOW STRIP DETAILS OF WWF,REINF AND CONST.JOINTS MOW STRIP MOW STRIP NOTES 1. MOW STRIP CONCRETE SHALL BE CLASS B. 4. UNLESS SPECIFIED ELSEWHERE IN THE PLANS TO BE REINF ONLY REINFORCING BARS,THE MOW STRIP REINFORCING 2. REINFORCING OTHER THAN THAT SHOWN MAY BE USED BY MAY BE COMPOSED OF REINFORCING BARS,WELDED WIRE SUBSTITUTING REINFORCEMENT OF EOUAL OR GREATER UNIT FABRIC,OR ANY SUITABLE COMBINATION OF BOTH TYPES. CROSS SECTIONAL AREA. THE MAXIMUM REINFORCING SPACING SHALL BE 18 INCHES. 5. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED IN THE MOW STRIP AT MSE WALL EXPANSION JOINTS AS PRACTICAL. 3. CONSTRUCTION JOINTS OR GROOVED JOINTS EXTENDING THE FULL E OF MOW STRIP WIDTH SHALL BE AT INTERVALS OF APPROXIMATELY 20 iTc.c.la vine on Ns Cacomcot ru FEET UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ' anlho^+• rEAAms D.yam• � P-71590 on03 18 22.Alwation of a OENNIS D.SATRE r �❑ 'Opal praper notification 7159 pher bk cnyccnnvug�"([n CONCRETE MOW STRIP AT MSE WALLtP 312 % "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION RETAINING WALL MOW STRIP DETAILS "s HALFF�J w' Cr �■ vw vAnKw000xw.wlE>=no Pnuco.rx tswr-aeat TEL R+.I s5suT9 ■ ■ EAx pul>ao-ao9s T15PE Pwr eau Taw +auno:5I Ax _ we waamz+ cwrw�,w. 35192 "a lIEET 157 a 188 RTWLD-01 0 20 40 60 JS GENERAL NOTES: SCALE IN FEET 1 '/ •�Yrj 1 1. PARK BLVD BRIDGE DESIGNED PER AASHTO LIVID PROP ROADWAY -C. FUTURE N-1�l ' ( Y BRIDGE DESIGN SPECIFICATIONS,BTH EDITION EASEMENT `~l Y 10 FUTURE N-2 (2017)WITH INTERIMS. PROP ROADWAY CROSSING EASEMENT { � 2. BRIDGE SUBSTRUCTURE DESIGNED IN ACCORDANCE I WITH THE AUGUST 2020 KANSAS CITY SOUTHERN eW/ NO11 FACE OF W/ I KCS RR W/ ' GUIDELINES FOR THE DESIGN AND CONSTRUCTION h� TY C221 RAIL ,ti STAMPED CONCRETE ; ; OF RAILROAD OVERPASSES AND UNDERPASSES. WITH CLF-RO hI (TYP),SEE CIVIL YI 2 I DRAWINGS FOR - - I 3 §§zo ¢ 3. TEST HOLE DATA PROVIDED BY lNTERTEK-PSI. [GDR 1 DETAILS (GDR 1. ZLwt GDR 1 b h 6;�z PROJECT NO.0342168T SEE BORING SHEETS FOR /_ DRILLING LOG INFORMATION. ___ _ -�• 4. CONTRACTOR SHALL LOCATE ALL UTILITIES AND BS-EJCP INFORM —_ lJ SPAN 1 ll� Jz 2• �I SPAN 2 PRIOR TO BEIGINNpNG CONSTRUCTION. CONFLICTS (Jq JO IN WRITING OF PGL PGL EL=550.98 FACE Of CURB �J•• BEGIN BRIDGE ♦ O e SPAN 3. -ry ti z ¢ ^' S. HOLES AT EXTERIOR GIRDER ENDS.AND SLOTTED FA E F - 151706 151806 eD ABUTIBKWL -_-- - --SKEW— --------- ---SKEW - - ~ 6. SAW-CUT GROOVING OF THE BRIDGE DECK AND STA 260+08.00- _—_ - DR 4 Q = APPROACH SLABS IS REQUIRED.BROOM FINISH IS GDR 4 REQUIRED FOR SIDEWALK. ,.EL=551.28 28 ) N4355'28NY �T+ / TSSI] ¢CL-PARK 2B2 44 SS GDR li GORG N §z N T? 4 T F _ ♦s w W 7. THE H VALUES SHOWN ARE ESTIMATED COLUMN iL FL CL-PARK J MBGF : 4 GDR 1 Pjj STA 282+02.88 ¢ h ¢i p HEIGHTS CONTRACTOR 15 RESPON51BLE FOR IS'19'06" SWITCHING LEAD CALCULATING THE ACTUAL COLUMN HEIGHT BASED BENT 2 -- BENT 3 2 ON FIELD CONDITIONS. SEJ-M(4"1 SKEW - _ STA I100+29 —� STA 281+08 00 -' STA 182+38.00 4 2 a APPROACH SLAB x SPAN 1 SPAN 2 SEJ-M(4") SPAN 3 U N-' 4 §y 8. SEE IGEB SOLE PLATE DETAILS.SOLE PLATES I If M u N c §tR SHALL BE ADDED FOR GIRDERS ON SPANS 1-3,AND PGL PGL EL=550.98 FACE OF CURB �� / / CRASH WALL ��' CflASH WALL _\J F' _ Q 4 2 �- N 9-12, F N ---- r_�.-z-_ -- ---BS-EICP 9. SEE BRSM FOR SIDEWALK DETAILS. .�-. -. _._._ _BS-EJCP�z .--`r _ 10. SEE RISC.FENCE DETAILS SHEET FOR CURVED or L GDR 4 CHAIN LINK FENCE DETAILS. a GDR 4-- - POINT OF MIN MBGF 11-0• O CL GOR 6 --� ❑1 MINIMUM VERTICAL CLEARANCES PROVIDED AREBAS-C VERT CLR WQ _ N z FOUNDATION NOTES: TAKEN AT THE POINT WHERE THE EXTERIOR BEAM --NON FACE OF IS CLOSEST TO THE ADJACENT FUTURE TRACK TY C221 RAIL 2 0 CLEARANCE ENVELOPE(12 PERPENDICULAR OFFSET WITH CLF-RO - r -PROP ROADWAY 1. ALL DRILLED SHAFTS AT ABUTMENTS AND BENTS TO RR C.L.). ti CROSSING EASEMENT ARE DESIGNED FOR COMBINED SKIN FRICTION AND TEST HOLE NO.B-IB 4 O ~ POINT BEARING. I]2 FUTURE TRACKS ARE ASSUMED TO HAVE SAME TOP [CL-PARK STA 280+09.02, Qb ¢ y OF RAIL ELEVATIONS AS ADJACENT EXISTING TRACK / -,../ 36.4Y(RT) 2. FOUND DRILLED SHAFTS AT THE ELEVATION SHOWN ELEVATION. •CLEARANCE FROM Q OF TRACK TO EDGE OF BENT CAP OR DEEPER AS NECESSARY TO PENETRATE DARK PROP TEMP CONST �"CLEARANCE FROM OF TRACK TO FACE OF CRASH WALL GRAY SHALE FOR THE FOLLOWING MINIMUM DEPTHS. 3 CRASH WALLS SHALL EXTEND IZ ABOVE ADJACENT EASEMENT TOP OF RAIL ELEVATION. —L__— _�.___��-/—__ —___ _ ____r BENT S 2-ABUTMENTS_100 FT. T-�PLAN O7 OVER SPANS 2AND B. BE 6-18 FT SEE BRIDGE CRASH WALL MISC DETAILS FOR TSS O2 INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 1 AND 8. BENT 7-23 FT DETAILS. BENT 8-21 FT i OVERALL LENGTH OF NO TY C221 RAIL-1.336.51'(LT).1,34530'(RT) ; BE 9-19 FT BENT 10-16 FT i OVERALL LENGTH Of SO TY C211 RAIL=7,345.47'(LT),1,303.49'(AT) i j BENTS 11 AND 12-7 FT OVERALL LENGTH OF NB CLF-RO-1,316.51'ILI.),Z 302.00(RT)1 625 ..-...I.........-.-_---.�................�.....-BEGIN BRIDGE RAIL .....�.... ..._ ........... ........_. .. .. OVHW i FOR PAYMENT - ff —1 j VEOVERAENLENGTN OF BRIDGE ALONG 00CL-PARK71B1.3 OrOd) I j O 1 i 605 230.00'UNIT 1 192.00'UNIT 2 O 605 row i i ! ;i i i I i i SPAN 1-100.00 SPAN 2-130.OD SPAN 3=96.00' 040 1 1 L 1�� 0 _o 1 7Y TX54 GDR iNS TY TX54 GDR ; TY TX54 GDR i �1`t i ! 585 1 i ; .... ! 585 �h' vA��He/ts ............_.................... ......................._............._.................._........._. ! .... .. ...................................................... .... ....._.... ................. i I r tT r t r r CLF-RO(CONTINUWS).........r..... .. _.......-.... ...."r....... ...._r..-......._.....�------------------ TYMARCH 1 202. C AIL i PGL ? In ' BEGIN BRIDGE ... - ( 22I R --.-a I i 56$ ■ w t '.....$BS....................................... FACE OF - .t_ ..........{..................(.- ._...-. ........... ..... ..-..(+)6,O(Y 6---- --- •-•--- ------- _. .. .. ....-.i........ .._...(._............... ABUT 1 BKWL ' j I i STA 280+08.00 W i PGL EL 550.98 •D - - `o�� i = ' i NOT FOR CONSTRUCTION ----------- r-......-- t ------r-.-...._..".................e.--......---'--'--- - --- _ d .. SWITCHING LEAD... ; 545 PARK BOULEVARD EXTENSION MBGF I� 3p5,._.... ............................ ? ... '.. g CRASH r� ....`.-_I............-..T..............................I _. 8t.. -` ' .ry �.. ...h yo❑-. ...bJ ALL'. Y I I.. 525 i i ; '• I R6D-1 2' _ _ _ - I ............._................... .....t..-................... --........�............. -..........~� .f. R&D-2 .. ry f 1 i 525 H ;VERTICAL CURVE DATA 12.P' __ --•" ...._ I _...,.-.•w-.:�8•."8•" -I..•~I o_- ---'i ----VERTICAL-•C•.•UR%VE DATA •A j(CURVE(P CL-PARK-26)1 (CDRV P -PARK-271� - tEXISTGROU - tj- .... ND ............ II I I II II � r; 1i 54B5 BRID GE>eLAYOUTFUTE s � VPI -279+10.00 _6i ; ' � KCS RAILROAD OVERPiANwtS S--.---.------------1--1-B-8- UR N-!. FUTUR N-2 T........._ ..... 61' 6 ; os s 14.7 1o.r ELEVI- 86I ELEV-539.08 1 CRASH WALL :i 2 +oo 27 r_1n Oo F 4 790.0K....- .....1-....."............ .. .............."...."...... ..._......-..__...................... � 42 ....__.........�.......... __..-....-. _..........11T-71......-...q................. : HALFF 45 .sul.L L BSQ.QD ( jt FIRM F„x I ELEVATION bI 2 3 ; EW N,vmxz .r V=as-D• 279+00 280+00 281+00 282+00 283+00 q. r eREET 158 of 488 --------------------------------------------------------------------------------------------------------------- 0 20 40 60 _ SCALE IN FEET PROP TEMP CONST [PROP ROADWAY STAMPED CONCRETE wl PROP ROADWAY EASEMENT wl EASEMENT CROSSING EASEMENT (TYP),SEE CIVIL _ w DFAWINGS FOR o NOM FACE OF TY C22I LI DETAILS al RAIL WITH CLF-RO N BMCS(TYPE oG z ¢GDR 1 z ¢GDR 1' - pI _. il ¢GDR 4 GDR I z - --_ _—.-._.____ +� __-. z Q GDR I N _f_ BS-EJCP FACE OF CURB _ - ^ GL STA E1H3+34.00 i INT 4 i �. SPANS Nry ¢ A IIIIw I _ 5A_ _ ___—_—_ _ 90OdOd- SP 90°Od00" NS 1 GDR 4 285+001lIr¢_SGPOARN S7 Qryb ¢ 90O _ 90 ¢GDR 4 284+00 I 1 - 2 6+00 Q 3 GDR 4 ¢CL-PARK GDR]V1 - � C2 + hn�lo� i 2 ti ' N43°55'16"W GDR 1 R I y _ I ¢GDR 1 ___ -- BENT 5 _EXIST ROW -__ _ BENT 6 ¢ I ¢GDR I Q ¢GO7 -I - STA 784+30.00 STA 285+16.00 ---- - SEJ-N(4") I PGL I BENT 7 - SPAN 3 IIIII PAN 4 GDR 5 POINT OF I FACE OF CURB I I SPAN 6 till' SE� = 11) r I - STA 186+46DO A 2 I MIN VERT I I II SPAN 7 1-i •LV• -� o I I I I ¢ r 2 POINT OF I I I CLR I Q MIN VERT IIIII - - BS-EJCP I I POINT OF MIN 3 b y CLR "- Bs-EJCP- Q F ... - -� �__-_ _ _. --`-___ _- - VERT CLF ¢GOR F. - ¢GDR 4 _ MOM FACE OF TY —�- -- N TEST HOLE NO.B 3B ¢GDR 5 BMCS _. TEST HOLE 110,8-28 -= -C221 RAIL WITH - BMCS ^._..¢CL PARK STA 286+55.17, (TYPE N)-' ¢ K STA 183+77.03, CLF-RO (TYPE 45.44'(RT1,76IRT ^2 ¢GDR 4 PROP TEMP EXIST ROW HORIZONTAL CURVE DATA 6 A,CONST EASEMENT POINT OF MIN - (CURVE¢CL-PARK-15) g VERT CLR PI STA = 289+76.9" SPRING CREEK A = 44°47'57"(RT) • PKWY BELOW T = 618.24 L = 1,171.BIT R = 1,SOO.Od PC STA = 283+58.69 PLAN PT STA 295+31.53 Oj OVER SPANS 1 AND 8. PC BRG S43.55'26"E PT BRG 500'5731"W O INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND B. OVERALL LENGTH OF NO TY C227 RAIL=2,336,51'(LT).1,345.10'(RT) OVERALL LENGTH OF SO TY C221 RAIL=7,345.47'lLT),1,303.49(RT) 625 I 1 I OVERALL LENGTH OF NO CLF-RO-1,316.51'(LT),2 302.Od(RT)7 I i I __ I 1 615 OVERALL LENGTH OF SB CLF-RO=297.Od(LT),1 1.183.49'(RT)2 - =7,3000d I I i i i 4 Iw 605 ; O i 192.Od UNIT 2 i i ! 216.00'UNIT 3 244.Od UNIT 4 0 605 •�ciuxcxoxc.• OVERALL LENGTH OF BRIDGE ALONG CL PARK .........._-.1......._-.-.-t--- I I O._i..........-_.1..... 3. t062i '', o 10 SPAN 3=%.00 SPAN 0=96.00'i SPAN 5=%.Od SPAN 6=120.O0 SPAN 7A=721.27 on yjl'4 (J� ,o�{� Fiwwa. ry TY TX54 GDR; 7Y TX54 GDR i TY iXSa GDF TY TX54 GDR: TY TX54 GDR b l)14�\SSIgy�Cr s•/ --...585 -i _i .-...... ....... ________________-_-_____-_--_--.__ __...___ _______._-_ __ -_._._..__._ _____ __ __ _ _ __......_ ,SPAN 7B=173.6Z 585 \ L .....................N.------ ---- ------------- .... ._....- ry._1..-.......__............__._.... I i CLF-RO I t - ....�...- H (CONTINUOUS) TY C221 RAIL! PGL i ! +6.00%-5.96 0--- F MARCH I 202. ° ¢ - ------------ - --- - ----- --------- --------- --' D` D . - - - ` 56s NOT FOR CONSTRUCTION" BM[S l T-YP_EN0.ry1 (TYPE iji N�Wz IE II II III I AT¢C I h= lIiI IIII I � BM.C.S?YPE ..N.1 .-•t___...._.....-.-_tma;1 y III�IiI: � - -__.-.... PARK BOULEVARD EXTENSIONsas.. ...-_....... T _..-... � >e I-- -_ ........ : i —r".-.-.-,.-. 525 VERTICAL CURVE DATA GROUND (CURVE¢P CL-PARK-27)L-PARKEX75T ..._505__I.......- ..-....—_.....' ...w..I IiI';tI�III I I! I IiIII Ii if +6.00 -5.9% II1i i 505 _6_ —.............__......... ---------- -- -� h--- BRIDGE LAYOUT 4- a r- m ....-.---- _ . .....-.......-.. ...-- l,I -6 n 78 = KCS RAILROAD OVERPAS S VP! . Ds,H3 ELEV= 86 2.o0o F4 .A5 ! — wwaYo.so� ......-------------....... ... — ... .K..... n ..............---------I ---------------------------- ---- —I HSD.O HALFF 14�n0�� W2 16 FIMW-3 12ELEVATION li ICM sneRoa vleBmx I I 4 I I S i 6 I i � 7 i i i Esc znNzsa .mot•=as-D•� 283+00 184+00 285+00 286+00 287+00 wnTMci a.. snFFT 159 aF 488 ( --------------------------------------------------- ------------------------------------------------------- 0 20 40 60 PROP TEMP CONST SCALE IN FEET EASEMENT N,I STAMPED CONCRETE _�- -TEST HOLE NO.B-4B �1 MINIMUM VERTICAL CLEARANCES PROVIDED (TYP),SEE CIVIL T W ¢CL-PARK STA 209+67,07, ARE TAKEN AT THE POINT WHERE THE DRAWINGS FOR EXIST ROW 14.50'(RT) EXTERIOR BEAM IS CLOSEST TO THE ),DETAILS ADJACENT FUTURE TRACK CLEARANCE PROP ROADWAY INON FACE OF TY C221 .. ENVELOPE 117 PERPENDICULAR OFFSET TO RR lI. ! RAIL WITHCLF-RO '^ C.L.). 7 � IZ PROP ROADWAYEASEMENT 1 CROSSING EASEMENT ^' ¢— 1 b 2FUTURE TRACKS ME ASSUMED J NAVE SAME '' GOH- -- 2I ¢GDR 1 N TOP OF RAIL ELEVATIONS AS ADJACENT FX/ST/NG TRACK ELEVATION CRASH WALLS SHALL EXTEND 77 ABOVE -- I - _� 14. 3 p EXIST SANITARY .I CRASH WALL I FACE OF CURB I II ADJACENT TOP OF RAIL ELEVATION. 11,} pGl: III O �� ❑/ SEE COLUMN DETAILS -(5' FOR TSS 00 TO REMAIN SKEW 4' CRASH WALL SPAN B I PAN I III ^ a DETAILS.CTSSOLUMNS IS FOR 4-(BEN X 6 AN q $ SKEW 09'27'17 , I I I I + �.ti.`x SQUARE COLUMNS ONLY ON BENTS 8 AND 9 + H SPAN=- - --_--- SKEW - - - _ SPAN IO 7• SKEW 16 ¢GDR 5 : 9. ¢GDR d 90'Oa00" - _ _ ❑5 SQUARE COLUMNS 288+O° Q ¢GDR 5 12.3 y� 9� ____ ¢GDR 4 Q ~ © CONTRACTOR SHALL NOTIFY ENGINEER OF ANY 2BT+00 CL-PARK - S 6"SO COL • 1 L}y� _I 290+Op CONFLICTS WITH THE EXISTING SANITARY .00 BFNT 8A 17.7 STA 188+34.78 _.¢GDR 1`- 'f-¢CL'CARK GOR 1 I --`'�- N t SEWER PRIOR TO BEGINNING ANY STEEL ¢ ' FABRICATION FOR STRUCTURAL ELEMENTS. „ KCS MILEPOST TI9950 �- BENT 9 I I ¢GDR 1 k Q STA2B7f67.17 GREENVILLE SUBDIVISION' —T' - --_- ^ 4 C¢GDR 1_�� _ 1L ♦ 1� YJ __ _ BENT 8B -� KCSR MA/NLANE STA 4107+20 STA 288+90.00 - Lu ?= 4 4 T Z !SEJ-M W) PGL.•, BENT 10. STA 287+69.67 / ll POINT OF MIN PAN PGL SPAN 9 I STA 289+88.00 •�. 4 �' VERT CLR ' l MIN VERT FACE OF CURB I I I I I = 1c o _ yp?� �I POINT OF MIN U 5'-6OSO COL PROP ROADWAY { VERT CLR l CLfl SPRING CREEK II I II PAN 1 --. u i F• CROSSING FASFMENT --PKWY BELOW I II POINT OF MIN Q 4 6 q —__ .. �_��•- : ---- __VERT CLR F M1 3 - 15 - _ ¢GDRS ...Q=GDRO _ ¢GDR 5 �1y I SS❑4 p KCS RR NON FACE OF TY C221 I n¢GDR d N EXIST M/ EXIST SANITARY RAIL WITH CLF-RO ___ ; 3 b EXIST WATER W ROW col -r.LINE TO BE S 10 ZO TO REMAIN RELOCATED © EXlsi ROW `J�PROP Row 2/ HORIZONTAL CURVE DATA IQ (CURVE¢CL-PARK-15) _.�� _F EXIST 49'WATER LINE__ R PI STA = 289+76.93 A = 44*47'57"(RT) hUI UHt 5-1- 1 h —FUTURE S-2 —EXIST 96"WATER LINE T = 618.24 k L = i,172.BP EXIST FUTURE S-3 PROP TEMP CONST •CLEARANCE FROM¢OF TRACK TO EDGE OF BENT CAP R = 1.500.Oa 3a'SD EASEMENT ++CLEARANCE FROM f OF TRACK TO FACE OF CRASH WALL PC STA = 283+58.69 PT STA = 295+31 PLAN O OVER SPANS 2 AND 8. P[BRG = 543'SS26"26•E Q PT BRG SOO.5731'W O1 INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND 8. OVERALL LENGTH OF NO TY C221 RAIL-1.336.51'(LT),1.345.10,(RT) I OVERALL LENGTH OF SO TY C221 RAIL-1.345.47'(LT),1, .14(RT) ' I ---_625 !OVERALL LENGTH Of NO CLf-RO=7,316.51'(LT),2 302.30003(RT 1 _____ ............. ................I......625--- 1 ;OVERALL LENGTH OF SO CLf RO-297.oa(LT),1 1,183.49'(RT)I 605 ' ' i O '244.Oa UNIT 4 •1%.Oa UNIT•5 O 605- .. � OVERALL LENGTH Of BRIDGE ALONG CL PARK=7,300.Oa I i ; ♦♦ ......._._...................__... ............ .. .. opxc �+ i t I o ^..... -t j 3.;.... + ? SPAN 7A=121.27' I SPAN BA=I17.73 I SPAN 9-98.00' i SPAN 10-98.00' + I ' 0, �_��rp'�'« rur r xix. TY TX54 GDR ; TY TX54 GDR I I :TY TX54 GDR I TY TX54 GDR p Illhhr b 585 I i................i.......N i SPAN 7H.123.67' i '. SPAN HB:720.38 I t 1....._..........'. .................. ... N..... I 585 ............_....................�. .................................... ........._ .......... .......5 w .�rfa {� i CLFO Q --�•-•• MARCH 1 202. V, PGL TY C221 RAIL (CONTINUOUS) U, ? ° ° _7-- FUTURE S-I�3 CRASH KCSR x54s PARK BOULEVARD EXTENSION 3....._....-... .......-........*...... ...... .._........ - .WALL_._...... zW....MA/NLANE .._... h^h x ............?....._........`.. ...,......_._........-....... ..._1...........-.._.'..............._,..........._....---- 'NOT FOR CONSTRUCTION" 1 60'B-� FUTUR i 1 .... .........------ ----.... ...... .....: r e3....._ .... -- 1�} -- - - tl�..a ......- c,----- 5L f +------- --r......... ,. ,.......- -r--------------- 3 CRASH _.. - ......�..__...........'..._. +---------------+---------------.....AL I VERTICAL CURVE DATA i I I a 505-1---E°_r„---==%B sYIo_.oa _ piI•.................III WALL-L ....iII..................ti...♦....-.....—....EWii�X.A.I._ST....9.6INTERMODAL LEADI TER LINE ' (CURVE¢PCL-PARK-27) GROUND /4 B PARK FVTUj RE 5-1 EXIST 48 WATE LINE op.............. ...............�I-..........--I ......... I:II s48o-s ..... % ....------__------•-------- ............ -123-._..... ......................_...........................+.._... .. ------. - - ------------- --------------_---........ ---- 5----- BRIDGE x"mLR"l A CPOAY.R 1TKerWO,Hx0M0 SUA0ID4 eM T 2-6 B' VPI =28+00.00 so, KCS RAILROAD OVERPASS LEV= J. urt e3 eo0o F4F4 71.................. TEL OuH LFC---_ ---_ L ELEVATION FM FIRMd 17 g � ' ' � ' j � Fec o.E: v+vxan .G.61•=as-D•�•• v,vnu COMRY6x N.. 287+00 288+00 289+00 290+00 291+00 sl�T 160 488 ---------------------------------------------- 0 20 JG 60 r sca.c ;ti FeL; r~EXIST SANITARY TO REMAIN I EASEMENT ;MI� h NON FACE OF TY C221 STAMPED CONCRETE !' nl RAIL WITH CLF-RO 8 (TYPI.SEE CIVIL DRAWINGS FOR h i E GDR I t [GDR I DETAILS h EXIST ROW ,-- _ m � ut m C GDR 1- _ - - ------ 2 PROP RET,1 WALL 6 BS EJCP... -- � ;V TO EXIST RELOCATED)2"WATER LINE --- O I FACE OF CURB o 1I I —- REMOVED EXIST II -.CBS EJCP t' I I I I - N 3:1 PGL EL �PGL� BE w y H o e.. z 4� + I I I EXIST P -SPAN 12 N I N 544.27' J 4 TO BE R 4 0 % p SPAN 10 I _____ END BRIDGE FACE OF Q [GDR I 291+00 CL GDR 4 ` ¢GDR 4 SBA 293r0800„•, Ir --`- ..297r0 EL:544.55' GDR I <m c § ~ 9�SPAN 10 I ; It._ STA 190+86.00 SPAN 11 c� III V_GDR 7 n~ m§ N o Z BENT 11-- O c - I - BENT 12 90°Oa00" L-�CL-PARK _ 90°OdOa' I I- STA 291+97.00 --_-.— • GDR I _ I SPAN 1I APPROACH SLAB .. I I II SEJ-M(W') g z I -h I EXIST PAVEMENT EXIST 30"SS TO y ti o ti N U SEJ-M(4") FACE OF CURB- III i I i TO BE REMOVEO I -_----' -- �BE REMOVED PGL EL PGL __--_ - 544.2_7 l 9 m GDR 4 - 4 R, -.,= _ .. ..._ _ GOR 4.- ,�.__-__ - BS-EJCP��- � - GDR 4 aE g ----.. POINT OF TEST HOLE NO B 5B E MIN VERT NDM FACE OF TY C221 EXIST PAVEMENT C CL-PARK STA 292+36.59 2a-; y o CLR RAIL WITH CLF-RO, TO BE REMOVED 38.43(RT) Bq5-C PROP ET WALL HORIZONTAL CURVE DATA O1 BMCS tune y FxlSr Row (CURVE Q CL-PARK-15) - i (TYPE 5) PROP B PI STA - '89+76.93 ` - - - EXIST SANITARY TO A = 44-47-57-(RT) �' BE_RELOCATED.. T 618.2/ 'r►—PRO L = 1,172.84' P ROW EXIST ROW ,�I EASEMENT CONST _ R 1,500.0a ,+ PC STA = 283+58.69 PT STA 295+31+53 PC BRG = 543°55'26"E PLAN QI OVER SPANS 1 AND 8. PT BRG = S00°5731"w O INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND 8. OVERALL LENGTH OF NB TY C211 RAIL=1,336.51•(LT).1,345.10'(RT) OVERALL LENGTH OF SB TY C221 RAIL=1.345.47(LT),1,303-49'(RTI ; OVERALL LENGTH OF NB CLF-RO-1.316.51•(LT).2 302.00'(RT 1 ! ! ! 625 --F--------------}-----------------}-......------•--;.-..-._ 0 _ END BRIDGE RAIL-----t------------ .........._..... or,0WT\\\III ! ! ! ! ALONG ? FOR PAYMENT =� If VERALL LENGTH OF 58 CLF RO-29 83.48(RTI 1 OVERALL LENGTH OF BRIDGE ALON 1.300.Od 605 196.0a UNIT 5 222.O O ! ! d UNIT 6 5 CrpxG aul x9RG••Fy i ai. }-_- I----O j _----------- 4 - 60 ---}-----------._- + SCAN 10-98.00' SPAN 11 I l l.Od SPAN 12=I I I.Od yFj�q\Ii�Ns �� F'�"o °' E°� -��' w•'�t�, f 1 S` jj TY TX54 GDR; TY TX54 GDR TY TX54 GDR S �— 585 I I i p --- -_585 Ih\ �� O ! I ! -�--- ---........ ! ! ! •-"t-- MARCH 1 �2. ! H F- ! PGL I TY C ! L --'I- - .............. .--.-...-_ ... CL RO --I--- 1z1 as I I(CONTINUOUS1 F- I ! END BRIDGE ................+----.--- '......---•----y_ Q ---------------------------------r_-........ -------'--I! ------..............-- ------ ---------- ---------' -------- — .....-+--FACE OF r ------ --------- ---.--.-- i i ; Lu Z ! l 15.96% ABU ST ELAT BKW29 Z- - --- `--. ---i • ^ D �D i =sae.7' f ? 545 PARK BOULEVARD CONSTRUCTION" i —545 — -- - — — — — — -----•. TENSION U E Q BMCS f` ' .I I TYPE S ! 1 I 3 I A l - --i ---- R rI rII tl i .......—...... --- -...__.-__._ --.-----.._- ................. iI. -------••••••- -! _ -------'----+i----------tTVERTICAL CURVE DATA!(CURVE PCND PK L-PARK-I8)1 ----;i, ------5--2-5 _-. -- j 59% !-0.50% BRIDGE LAYOUT- _ Ds 6- DS. Ds.66 ; + . KCS RAILROAD OVERPASS ELEV=529.80 i ; 40F fI I III ! f i 485 xm PAR.W000 aivO.wrtE wo 4 t-------__• , -...y'. 82 ............._..;...-_- ....f..-..._-..-..--.Y----_—--------t•--•-...........Y- lt ----}-•___-------• . FRIBCO.T%]50.MJM1 1 -I ! ! I ! ! L =ISD.oa I u■ HALFF F i i I I ELEVATION I I ! i ! I I I I !. ■ ■ AR�;:'saa s RPE FIRM Fd12 � ! i � i ! � ! ! f � i i I ! ex y�� .r�i•=as-o••. anvemx 1'. fANT 7xs 290+00 291+00 292+00 293+00 294+00 91EET 181 of 4. ------------------------------------------------------------------------------------------------------------------ 97-d' OVERALL 3,V-P 24'-0• 3B-d' NB FUTURE SB 27-0" I7-0• 12-0' 27'-& 7'-P 1'-d' b'-O• 26-0" -P 26'-P 6'-0• 1'-P NON SW 1•-0. ROADWAY NOM I M M 77-0" ROADWAY I2-P 1�. aW 6• NOM C'-6• 17-d' 17-M 2-P LN LN SH i SH LN LN j t 1 I t t j i 6 y^ 15MI TANPED CONCRETE(TYP),SEECIVIL DRAWINGS FOR DETAILSPGL CL-PMK t.� I PGL CLF-RO(TYP) I I I TY C221 RAIL(TYP( 1�% I 7.00%� t�0% I I PRESTR CONC GDR (TK50)(TYP) fL GDR 1-ALL SPANS GDR 0-SPANS 1,3-5.9-12 GDR 1-ALL SPANS GDR 0-SPANS 1,3-5,9-12 [GDR 5-SPANS 667 fL GDR S-SPANS 667 TYPICAL SECTION (SPANS 1.3-7,9-12) R 97-P OVERALL 3I'-0" 24'-P 30'-0• N8 FUTURE SB 27'-0• 77-0' 72-0" 27'-0' 7'-P ��C OY \f+,Fl�/Iy'y• 26'-0' 11-P 1'-P 26'-P 6'-0' 1'-0" i.:.i *• CxOxG AIIR HOMG+• Ww*ne'°�orrw vM.n....u� NOM SW ROADWAY NOM NOM ROADWAY SW NOM �/••x••••••••••••••••••• "0�rre`"0 PfOCrk 1'-& I ,•-P 4 sw.,a.4n:ro M e�ei�`e•wo, W-6• �6• I2-P 17-P 2'-0• I-P 17-T 17-0• C-6' I�'8�,(rLtNSE�i,�L �•� ..w�«nris6H. ��':�v:. c I LN IN SH i SH LN LN I ,A�15bNAL CW *••I q I I t t I MARCH I 2L .02 +Sins I STAMPED CONCRETE(TYP),SEE I I CURVED CHAIN LINK FENCE.SEE "NOT FOR CONSTRUCTION" rr CIVIL DRAWINGS FOR DETAILS I MISC.FENCE DETAILS FOR '• °•^ ""� "'�' mG I PGL CLF-RO(TYP) (CL-PARK (�Yam- I PGL ADDITIONAL INFORMATION,(TYP) PARK BOULEVARD EXTENSION C I I TY C221 RAIL(TYP) 1.50% 1.00% I 2, 1.50% I I (TKS/1(TYP) PRESTR CONC GDR :Ie BRIDGE GDR I-ALL SPANS [GDR 6-SPAN 2 GDR I-ALL SPANS f GDR 6-SPAN 2 [GDR 5-SPAN 8 c GDR 5-SPAN 6 TYPICAL SECTION R KCS RAILROAD OVERPASS 1 OF 1 HALFF FRI-RAY/OO�YVOlU,E«a ;��]°„ TYPICAL SECTION ■ ■ FARYl;.I��, ,,EF,RA F„2 p (SPANS 1 6 8) CPM vlaNan dW YtVlptt eee v.vxare .r.... . g a„ LONT WLT Ne. SHEET SUMMARY OF ESTIMATED QUANTITIES 403 416 416 116 416 420 420 420 420 422 422 422 425 428 1 442 450 450 454 514 644 644 BID ITEM 6001 6001 6004 6008 6009 6014 6032 6040 6050 6002 6014 6016 6039 6001 6007 6031 6119 6010 6019 6064 6065 DESCRIPTION TEMP DRILL DRILL DRILL DRILL CL"C" CL'C' CL"C" CL'S' REINF CONC CL'S' CL'S' PRESTR PENETRAT STR RAIL RAIL SEALED PER CTB BRIDGE BRIDGE SPL SHAFT SHAFT SHAFT SHAFT CONC CONC CONC CONC SLAB CONC CONC CONC CONC STL (HPC) O EXPANSION SGL SLOPE MOUNTED MOUNTED SHORING (HPC) (HPC) (HPC) (HPC) (HPC) (HPC) (HPC) GIRDER SURF JOINT (TY 1) CLEARANCE CLEARANCE BRIDGE (MASS (MASS O TREAT (MISC) (42XHPC) SIGN SIGN ELEMENT PLACEMENT PLACEMENT (BRIDGE O (NON (4 IN) (18'DIA) (36"DIA) LBO"DIA) (66"DIA) (ABUT) (CAP) (COU (CRASHWALL (CL"S") SDWLK) (BAS) (T>54) (BS-EJCP) (C221) CLF-RO (SEJ-M) (TYPE N) (TYPE S) SF LF LF LF LF CY CY CY CY SF SF CY LF SY LB LF LF LF LF EA EA 2-ABUTMENTS 132 1,188 108.4 1I-INTERIOR BENTS 1.628 2,604 316 1,984.2 893.3 389.6 6-PC-UN 84.430 18,834 140.0 11.083.98 9,294 1.950 5,330.6 1 1990. 805 1 1990. 3 1 TOTAL1 1,628 1 132 1 1,168 2,600 1 316 1 108.0 1 1,984.2 1 893.3 1 389.E 1 84,430 1 18.834 1 140.0 1 11.083.98 1 9.294 1 1,950 1 5,330.6 3.)99.0 805 3,199.0 3 / QI INCLUDED SIDEWALK ON APPROACH SLABS. O INCLUDED SIDEWALKS,THE INSIDE FACES OF SIDEWALK CURBS,BRIDGE DECK AND APPROACH SLABS. Q3 INCLUDED CURVED CHAIN LINK FENCE. BEARING SEAT ELEVATIONS (NB) BEARING SEAT ELEVATIONS (SB) GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER 1 1 3 4 5 6 1 2 3 4 5 6 ABUT 1 (FWD) 545.346 545.361 545.416 545.452 ABUT I (FWD) 544.991 544.649 544.307 543.966 BENT 2 (BK) 551.059 551.093 55L127 551.161 BENT 2 (BK) 550.690 550.342 549.993 549.645 (FWD) 551.508 551.528 551.549 551.570 551,591 551.611 (FWD) 551.135 550.923 550.712 550.501 550.289 550.078 BENT 3 (8K) 558.501 558.537 556.573 558.609 558.644 558.679 BENT 3 (SK) 558.269 558.069 557.870 557,670 557,470 557.269 (FWD) 558,959 559.021 539.083 559.144 (FWD) 558.746 558.421 558.094 557.761 w\\\I BENT 4 (BK) 562.304 562.496 562.687 562.878 BENT 4 (OK) 562.878 562.687 562.496 562.301 ��C..•��:f+�� (FWD) 562.662 562.848 563.035 563.222 (FWD) 563.233 563.041 562.850 562.659 J�{ '+%..14 «... :..................i E9 o... BENT 5 (SK) 565.405 565.591 565,777 565.963 BENT 5 (BK) 565.970 565.779 565.587 565.395 cwxc]u RorK: X...�........ ........ (FWD) 565.575 565.762 565.949 566.136 (FWD) 566,147 565.956 565.766 565.575 BENT 6 (8K) 567.119 567.305 567.491 567.678 BENT 6 (BK) 567.686 567.495 567.303 567.112 1�' L (FWD) 567.174 567.317 567.459 567.602 567.745 (FWD) 567.750 567.612 567.475 567.338 567.200 MARCH 1 202. g BENT 7 (BK) 567.118 567.560 567.703 567.845 567.988 BENT 7 (BK) 567.993 567.855 567.718 567.581 567.443 (FWD) 567.373 567.516 567.658 567.801 567,943 (FWD) 567.907 567.809 567.672 567.531 567.397 BENT 8 LOKI 565.623 565.775 565.928 566.080 566.232 BENT 8 (BK) 566.339 566.260 566.180 566.100 566.020 "NOT FOR CONSTRUCTION" (FWD) 565.456 565,608 565.760 565.911 556.063 (FWD) 566,160 566.002 566.005 565,927 565.849 .1 BOULEVARD EXTENSION BENT 9 (BK) 561.529 561.718 561,908 56ZO98 562.208 BENT 9 (6K) 562.499 562.409 562.319 562.229 562.139 PARK R49 (FWD) 561,174 561.422 56).670 561.919 (FWD) 562.126 562.000 561.875 561.750 m BENT 10 (BK) 557.143 557.330 557.518 557.706 BENT 10 (SK) 537.719 557.529 557.339 557.149 ° _ (FWD) 556.676 556.861 551.047 557.232 (FWD) 557,237 557.045 556.852 556.660 BENT 11 LOKI 551.331 551.519 551.707 551.895 BENT 11 (BK) 551.908 551.719 551.529 551.339 ck°"• - (FWD) 550.870 551,055 551.241 551.426 !FWD) 551.416 551.228 551.040 550.852 BRIDGE ESTIMATED QUANTITIES &BEARING SEAT ELEVATION BENT 12 (BK) 544.672 544.860 545.048 545.235 BENT 12 (8K) 545.235 545.049 544.864 544.679 KCS RAILROAD OVERPASS (FWD) 544.251 544.437 544.622 544.807 (FWD) 544.798 544.610 544.422 544.234 1 OFt ABUT 13 (OK) 537.899 538.086 538.273 538.460 ABUT 13 IRK) 538,460 536.274 538.087 537.901 ■ ■ Mm PARxw000 sew,sulre MM g ■ ■ 1. 14)i]P4"] 1BPE FIRM M-]13 CPY ]R4/JNI G01 r YtYN]2 ESC an4Ylaa M:vE NTS °. fANTRALi N°. _ 2 GREET 163 of 488 ---------------------------------------------------------------------------------------------------------------------- 98.000, 8.563 40.437' 40.437' I COL SPA 8.000, 4-COL AT 27.333(+)-82.000' GDR SPA 3.898 6-TY TX54 PCG AT 6.014'(-) 30.060 30.069 GENERAL NOTES: 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN 6.SOd ,y SPECIFICATIONS(2017)AND INTERIM SPECIFICATIONS THERETO.DESIGNED PER AREMA (GDR I MANUAL(2021)FOR CRASH WALL. ¢ 1 \GDR 1 GDR 1 ¢GDR 3 �1,� ¢GDR 5 ¢GDR 6 I 2. CONCRETE STRENGTH Pc=3,600 PSI. 3. THE PRICE BID PER FOOT OF DRILLED SHAFT CONST 1T \\ 1 SHALLFROM 114CLUDE THE SHAFT INTO THE CLING EXTENDING /. SPIRAL STEEL SHALL HAVE ONE AND A HALF ti I EXTRA TURN AT THE TOP,BOTTOM,AND AT SPLICES. _____—_ —___—__ \ 15°1'01. S. ALL CAP,COLUMN AND DRILLED SHAFT CRASH WALL \ ¢CAP 6 I \ SKEW I W REINFORCING SHALL BE GRADE 60 STEEL. BELOW __ COLUMN / I \ _ __ _ _____ I 6. THE BEARING SEATS SHALL RECEIVE A WOOD _!�_---- ____� __ T_ i—_� N67°1340"E FLOAT FINISH. A 91 ___f--I 1 T\ \ \\ I PGL \\ [BEARING �\ \ I \ I 7. SF USHEET FOR FOUNDATION f�/ STA 281+08.00 DETAILS AND NOTES. 1 1 I /� ¢CL-PARK SEE BENT DETAILS SHEET FOR BENT SECTION AND BAR DETAILS, 9. CALCULATED DRILLED SHAFT FOUNDATION LOAD= \ 670 TONS/SHAFT DOWEL D(OUTSIDE I \ ¢bd'B COLA \ LEVEL 3-0'FOR [60-0 COL B \ j 70.SEE BRIDGE CRASH WALL DETAILS SHEET FOR GIRDERS ONLY) \ \ \ \ BEARING SEAT(TYP, \ \ ADDITIONAL DETAILS AND NOTES. ¢GDR 1 ¢GDR 2 [GDR 3 [GDR 4 I7.CONTRACTOR MUST USE CASING WHEN DRILLING SEE FRAMING PLAN SHEET I SHAFTS ADJACENT TO RR TRACKS FOR FULL FOR GIRDER ANGLES(TYP) 1 LENGTH OF SHAFT. GDR SPA 4.416' 4-TY TX54 PCG AT 9.908(-)-29.723 29.723 PLAN 7'-6' 6'-10'LAP BARS T A4� UNIFORM SLOPE UI AT 7-O'MAX BARS A CONST JT T� BETWEEN BEARINGS 1 C ~W 2 H = _ k. BARS B AFJ M G N U2 AT 7-0'MAX I 5 6 SS CONST JT(TYP) LAP MARCH 1 202. U I 1 TOP OF COLUMN(TYP) y I [60'0 COL A ¢60'0 COL B I 6'-Id LAP I "NOT FOR CONSTRUCTION" BAR S 6 SS SPA I I SPA AT 5 SPA AT F-O' 45 SPA AT 6'MAX=27-4'(TYP) 11 PARK BOULEVARD EXTENSION BAR MSPA /95 SPA AT 6`MAX-97'-6" (BARS G k N SPA EVERY OTHER BARS M) BRIDGE BENT 2 DETAILS $ KCS RAILROAD OVERPASS 1 OF ELEVATION �� HALFF :"" ;moo,;"o.aulre po ss FAX(214)TA0016 IFIRMfitt 7y CPM y1MARX GTOI y1MBRX b -TRACT_ w.a b sHEtr 170 of 488 98.00a 4o.43r as63 A BAR SCHEDULE—ONE CAP ATYPENO.E N0. SIZE LENGTH WEIGHT 4-COL AT I7.333(+)=82.00a B.DDa COL SPA /jd i76 xl 111r-6" 14 436E 3 30 xll III'-4' 17746E 30.068' 6-TY TX54 PCG AT 6.0147-)=30.068 3.898 GDR SPA 4 x5 8-6" 368 x9 I'-8• 46 99 x5 17-1a' 1326 196 x6 Ix-10" 7 311 99 x6 9-3' 1376E fL GDR 2 178 x6 25'-B" 6,063 Q GDR 1 fL GDR 3 4E GOP 4 4 GDR 5 GDR 6 178 x6 21•-7" 5771 74 x5 901-? 7,500 333 98 x15'-10' 382 49 x4 la-1" 326 DOWEL (OUTSIDE O TOTALC C CONCN NPCOI CAPTEEL CY 18336E \ I h QI FOR CONTRACTOR'S INFORMATION ONLY. 1+ r-------- -- - - - - - --- ` - - --- , - -� � _ � OI INCLUDES 1-8-I0'LAP. 15*1 SKE9'06" `\ 3 INCLUDES 2-6'-10"LAP. SKEW W CRASH WALL + +/\ \ Q BELOW fL CAP 6 / O4 INCLUDES 1-Z-2"LAP. N61°2340"E _ - ---- COLUMN--- -� o BENT 2 _- -_-_- -�-_ �_- Sra Islwa.00 \ Fi �\ \/ 4 seaai`G PGL / \ 6 < ESTIMATED QUANTITIES fL CL-PARK - \_I 1 + \`1 // + a x ITEM UNIT QUANTITY \ DRILL SHAFT 60 HI FT 184 E m CL C CONC HPC CAP CY I Id- ---------- - ------ - - - - -- -� --- j 1-- - Oi REINF STEEL I LB 1 58126 + 1 j fL 60"0 COL C L LEVEL 3-0"FOR \ I fL 60"0 COL D \ I \ BEARING SEAT(TYP) \ \ +\ I 4 GDR 1 4 GDR 2 fL GDR 3 4 GDR 4 SEE FRAMING PLAN SHEET FOR GIRDER ANGLES(TYP) 19.773 4-TY TX54 PCG AT 9.908(-)=29.723 4.416' PLAN Z� BARS A BARS T UNIFORM SLOPE Ul AT 7-0"MAX A*] BETWEEN BEARINGS I S W 2 C 1 hI. w..1�f[;��EO 5 6 SS BARS B M G N U2 AT 7-0'MAX A� 'lAL I CONST JT(TYP) I MARCH 1,202. 1 ]d TOP OF COLUMN(TYP) 16a'B coL c 4 ba'B COL D "NOT FOR CONSTRUCTION" 6E'-m•LAP I 45 SPA AT 6"MAX=27-4"(TYP) 5 SPA AT 1'-d' I I SPA AT BAR S I 195 SPA AT 6"MAX=97'-6" BAR M SPA PARK B ULE D EXTENSION (BARS G A,N SPA EVERY OTHER BARS AN BRIDGE BENT 2 DETAILS KCS RAILROAD OVERPASS B 2oFs ELEVATION ■ ■ ■■■ 14CO3 TK 1Q4x14"1 re�xi4l e+a�Aro 6 ■ ■ rAx(HALFF 11sc4ouA lePE weME. AFa+x }� cvM v,vzaxx cxH v,ersoxz wNTwMrt w. sHFET 171 488 M � 98.00d 8.563 10.I37' 40.437' I COL SPA 8,000 /-COL AT 27.333(+) 82.000' GENERAL NOTES: GDR SPA 1.116' � 4-TY TX51 PCG AT 9.908(-)-29.723 29.723 � I 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN DOWEL DD SPA 2.500 7 SPA AT 5.000 MAX a 32.00d A. SPECIFICATIONS(2017)AND INTERIM SPECIFICATIONS THERETO.DESIGNED PER AREMA 1 MANUAL(2021)FDA CRASH WALL. JGDR I I ¢GDR 1 ¢GDR 3 1 \ • ¢GDR 4 2. CONCRETE STRENGTH/'t=3,600 P51. \ 3. THE PRICE BID PER FOOT OF DRILLED SHAFT HAL1 FROML INCLUDE THE THE SHAFT INTO THE CAP. G EXTENDING 1. SPIRAL STEEL SHALL HAVE ONE AND A HALF �i I EXTRA TURN AT THE TOP,BOTTOM,AND AT —_—_—_ _ I _ _ _—_— —_ =—_—_—_—_—_—_ ,_ _—_� SPLICES. a 15*19'01. 5. ALL CAP,COLUMN AND DRILLED SHAFT CAP 6 I \ SKEW i Z REINFORCING SHALL BE GRADE 60 STEEL. _ COLUMN I \ N617310'E 6 FTHE LOAT FINISH.SEATS SHALL RECEIVE A WOOD II-------- ------ BENT 3--- --- / I IL ¢BEARING \ \ I I Q 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION 4 STA 241.38.00 I \ \ CRASH WALL \ $ DETAILS AND NOTES. BELOW 1 I I /� ¢CL-PARK -' B. SEE BENT DETAILS SHEET FOR BENT SECTION AND m v � 1� _ — --- — — — — _ -- _ ___ ---------------- ----1 BM DETAILS. 9. CALCULATED DRILLED SHAFT FOUNDATION LOAD 1 670 TONS)SHAFT \ ¢60-0 COL A 1 1 1 LEVEL]-0'FOR 1 ¢6P0 COL B \ I 10.SEE BRIDGE CRASH WALL DETAILS SHEET FOR BEARING SEAT(TY� \ \ ADDITIONAL DETAILS AND NOTES. It GDR 1 \ ¢GDR 2 ¢GDR 3 ¢GDR/ ¢GDR 5 ¢GDR 6 I 11.CONTRACTOR MUST USE CASING WHEN DRILLING SEE FRAMING PLAN SHEET SHAFTS ADJACENT TO RR TRACKS FOR FULL FOR GIRDER ANGLES(TYP) I LENGTH OF SHAFT. GDR SPA 3.899 6-TY TX54 PC(AT 6.OI0'(-) 30.068 30.06B PLAN r-6• s-lo•uP BARS T A� UNIFORM SLOPE U7 AT 7-0'MAX BARS A CON IT BETWEEN BEARINGS C W 2 _ ��q o f sir'' st�4 ....... # 4 3�.:..................:...G h 1 % CIpEG MEl IpHC.... �•••�...................... i .• L ro�.e.•w`�.`.in:; CENS c BARS B Ar M G N U2 AT 7-0'MAX I 5 6 SS 2,_2„ I CONST)T(TYP) LAP MARCH I 202. TOP 01 COLUMN(TYP) ¢60-0 COLA 1 I 6AP COL 6' e I � -l0•LAP I "NOT FOR CONSTRUCTION" BAR S 6 SS SPA )1 SPA AT 5 SPA AT 71-0' 15 SPA AT 6'MAX-27-C(TYP) BAR M SPA MAX S-3' MAX S-0'(TYP) 195 SPA AT 6'MAX 97'fi l PARK BOULEVARD EXTENSION 3• (BARS G 6 N SPA EVERY OTHER BARS M) BRIDGE BENT 3 DETAILS R KCS RAILROAD OVERPASS 1 OF 2 ELEVATION ■ ■ -.1VrO.au M a •• TEl,2,:)F,H61Y HALFF ■ —(2r.)YMOOFF TlPE FIRM XFatx 17 cFM v+a�au �x�aol vrNxcex E!O y1YlOxx n'w,¢BL.I�-1'�E LONTRNY Ha w.a SHEET 172 OF 488 ----------------------------------------- �_— 98.000 CO.437' 8.563 A BAR SCHEDULE—ONE CAP BAR TYPE NO. SIZE LENGTH 14 _ 4-COL AT 27.337(+)=62.000 8.000 COL SPA A IP 16 iI Z lOP-6' 14 IH,436 3 S St 30 #11 111'-4" 17,746 I 29.72-T 4-TY TX54 PCG AT 9.906(-)-29.723 4.416' GDR SPA C Bt 4 4'1 8-6" 36 C MtI764 #5 1'-6" 728 367 SPA AT 5.00P MAX=32.000' 2.500 DOWEL DO SPA G NS 11-IPM 46 24-IP 7311 6.500 N N6 9-X1376 S #6 2-T-8" 6,863 GDR 2GDR 1 ,� GDR 3 [GDR 4 Q4 TS ♦5 99-01 2500 U7 N4CONST lT \ Oi TOTAL RE/NFORC/NGxSTEEL 10 LB 58.Z08 1 \I \ 1 I \ CL C CONC HPC CAP CY 183.3 FOR CONTRACTORS INFORMATION ONLY. i a z INCLUDES 1-6'-lP LAP. IS'7906' SKEW W \ \ § i O3 INCLUDES 2-E-1P LAP. I \ \ \ Z 1 / \ [CAP 6 / O4 INCLUDES I-2-Y LAP. N6l'234PE _�—— J \ COLUMN U _— I _�__�___ —_�--- \ \ --� h p BENTS —_�-- h...---_-1_ __—_—!-_ --_— �S- n STA 191+38.00 \ FI CRASH WALL I / \ BEARING\ PG\�—►\� ESTIMATED QUANTITIES S A 282 3 -` BELOW �_I \ \ \ \ t_VI i� \ x' Y ITEM UNIT QUANTITY ORILI SHAFT 601N FT I vj. CL C CONC HPC CAP CY 1a3.3 I\—_ REINF STEEL LB I 58 08 \ i [6P0 COL\ \\ \\ LEVEL FOR \ \�6PB COLD \ BEARINGG SEAT(TY \ \ \ ¢GDR 1 (GOR 2 Q GDR 3 {GDR 4 GDR 5 [GDR 6 SEE FRAMING PLAN SHEET FOR GIRDER ANGLES(TYP) 30.069 6-TY TX54 PCG AT 6.014'(-)=30.068' 3.89E s PLAN s CONST lT BARS A BARS T UNIFORM SLOPE Ul AT Z-0"MAX A 4-I BETWEEN BEARINGS I 2 C 1::.....�......%t Y ir.rarim or ..we a«uM.r Mrr � irro�r orowr�or�ri«ri«ra♦ ..pow wo�rw I.an ott.nr ner n ..« w h / y CMONG ItLM MONG [�mrww-Im yr«na..c..rn...core wor �........................../ _ 5 6 SS BARS B M G N UZ AT 7-0"MAX I A YI �111`ION"` CONST 1T(TYP) MARCH I 202. TOP OF COLUMN(TYP) B-Ip'6P* P B COL C (60'B COL O "NOT FOR CONSTRUCTION" V ,_. — — — 45 SPA AT 6"MAX=27- (TYP) MAX+SPA l(TYPI / SPA` BARS 6 SS SPA 6"MAX S--J' PAR BOULEVARD EXTENSION 195 SPA AT b"MAX m 97'-6' BAR M SPA K (BARS G&N SPA EVERY OTHER BARS M) 3, - IL\ R BRIDGE BENT 3 DETAILS KCS RAILROAD OVERPASS 20F2 5 ELEVATION ' ' HALFF =P w,wimm ■■■ F0.14C0.T%1MRIOMI Teµzulnaasro ■ ■ FA1(a+a>YMFW46 Tape FIRM OFa\z cw AHamzz cNH zrleraaaz eac an4Raa w.�3Hfi'= '-0'a CANIIVGT Na _ aHeeT 173 aF 4W r1 n w 47.000' GENERAL NOTES: 8.788 38.217 0.853 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS COL SPA 9.00d 2-COL AT 28.000 10.000 (2017)AND INTERIM SPECIFICATIONS THERETO.DESIGNED PER ARENA MANUAL(2021)FOR CRASH WALL. GOA SPA 3.78d I 5-TY TX54 PCG AT 7.137(-).28.546 14.674' 2. CONCRETE STRENGTH Pt-3,600 PSI. N 3. THE PRICE BID PER FOOT OF DRILLED SHAFT SHALL INCLUDE I I THE REINFORCING EXTENDING FROM THE SHAFT INTO THE CAP. [GDR 3 4. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE [GDR 7 I [GDR 1 [GDR 4 [GDR 5 I TOP,BOTTOM,AND AT SPLICES. S. ALL CAP,COLUMN AND DRILLED SHAFT REINFORCING SHALL BE DOWEL D(OUTSIDE I I I I I GRADE 60 STEEL. GIRDERS ONLY) I I I 6. THE BEARING SEATS SHALL RECEIVE A WOOD FLOAT FINISH. 4 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION DETAILS AND s h --- _—r—---- _—_—_—_ NOTES. — ---- — — --- — — — _ \ //1 `\�11. BCRASH ELOW WALL I �� \� I SKEW 8. SEE BENT DETAILS SHEET FOR BENT SECTION AND BM DETAILS. [CAP 6 / 9. CALCULATED DRILLED SHAFT FOUNDATION LOAD-800 A -- --T- - —_—_ -- ----- — COLUMN-- --•� I N65'01'13"E TONSJSHAFT - ----- - --- ---L------- p I' T I \- BENT 8A STA 287+67.n 10.SEE BRIDGE CRASH WALL DETAILS SHEET FOR ADDITIONAL \\ y�-PGLI [BEARING \\ I \ DETAILS AND NOTES. a 4 ( / CL-PARK 11.CONTRACTOR MUST USE CASING WHEN DRILLING SHAFTS m ADJACENT TO RR TRACKS FOR FULL LENGTH OF SHAFT. ti - -- - --- --' - --- -� - --- -I --- — -- I ---- - BAR SCHEDULE-ONE CAP BAR I TYPE I NO.I SIZE I LENGTH WEIGHT A St 26 1 W11 1 46'-8' 6447 60'8 J f COL'A I I LEVEL [GDR 7 GDR 2 GDR 3-0'FOR I [60"0 COL B I BENT 8B B St 30 N71 46'-8' 7 439 I I I BEARING SEAT RYP) I f C Bt 4 MS 8-6' 36/ I D St 4 x9 1'-8' 23 [ [ 3 GDR 4[ [GDR 5 M Bt 94 •6 2f 10" 3,507 EXIST WATER LINE SEE FgAMING PLAN SHEET 0.838 EXIST SANITARY N Bt 48 W6 9,-3' 667 FOR GIRDER ANGLES(TYP) TO REMAIN S Bt 85 ♦6 15'-8" 3277 GDR SPA 3.7B0 5-TY TX54 PCG AT 7.137'(-):28.546' 14.67 r SS Bt 85 06 21'4" 2756 T St 24 W5 46-r 1169 UI St 48 W4 5'-IP 188 8 PLAN U2 St 24 W4 la-r 163 O TOTAL REfNFORCING STEEL LB I6 375 CL C CONC HPC CAP CY 87.9 BARS T AFL UNIFORM SLOPE Ul AT Z-0'MAX BARS A BENT BB O1 FOR CONTRACTORS INFORMATION ONLY. I BETWEEN BEARINGS ESTIMATED QUANTITIES ITEM UNIT UANTITY DRILL SHAFT 60 IN FT 166 CL C CONC NPC CAP CY 87.9 C I RE1NF STEEL LB 26315 Isf�...z*v1114 ..................i.'.�:� .o.: m. ..r..�o h % aaMt euc xoxt %o�i'^"'io-pore»»,.,»r.M r..:�• FF�•'•( O i Fri» ae 1 l 11. f-eit. BARS B Ar M G N U2 AT 7-0'MAX I S 6 SS II, r..��s`o,>t COS JT(TYP) MARCH i 202. TOP OF COLUMN(TYP) [60-0 COL A [60-0 COL B "NOT FOR CONSTRUCTION" BAR S&SS SPA 13 SPA AT 5 SPA AT 1'-0' 46 SPA AT 6'MAX=13-0'(TYP) 5 SPA AT P-O' IS SPA AT MAX.5'-0" 6'MAX-7,-3' PARK BOULEVARD EXTENSION BAR M SPA 93 SPA AT 6"MAX-46-& 3, (BARS G 6 N SPA EVERY OTHER BARS M) r 4 A BRIDGE BENT 8A DETAILS KCS RAILROAD OVERPASS I OF ELEVATION ■ ■ FN=p _�W'.MI w a ;■p HALFF 11 cru M,M— CKII °M6'301t MIEEY 182 488 1.47-T 50.0 of 0.127' 41.543' 8.457- 10.000, 2-COL AT 35.500' 4.5001 COL SPA GENERAL NOTES: 15.887 5-TY TX51 PCG AT 7.35Z=19.40E I 4.710 GDR SPA 1.47 1. DESIGNED PER RASHTO LRFD BRIDGE DESIGN N SPECIFICATIONS(2077)AND INTERIM SPECIFICATIONS THERETO.DESIGNED PER AREMA MANUAL(2021)FOR CRASH WALL. GDR I Q GDR I � �1,�+ (GDR 3 4 GDR 4 (GDR 5 I 2. CONCRETE STRENGTH/'c=3,600 PSI. 3. THE PRICE BID PER f007 OF DRILLED SHAFT Q CL-PARK I \ RYP1 \ \ \ \ I GDOWEL D IRDERS(OUT IDE SHALL INCLUDE THE REINFORCING EXTENDING I FROM THE SHAFT INTO THE CAP. Y 4. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE TOP,BOTTOM,AND AT SPLICES. 20.2016' I \ I \ i ; 5. ALL CAP,COLUMN AND DRILLED SHAFT .SKEW I \I 1 r 1 ` I I \ 4 c REINFORCING SHALL BE GRADE 60 STEEL. / ¢CAP 6 N82-06'38"E -- -_-_ Y /�-- 1COLUMN Y 6. THE BEARING SEATS SHALL RECEIVE A WOOD _.--. _ _ _ FLOAT FINISH. BENT BB- / / I\ 4 BEARING PGL ` n 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION STA 287+69.62 / I\ I i I `� I\ I § a a DETAILS AND MOTES. \ 1 \ \ \ I Y SEE SHEET 1 OF 1 FOR CORNER DETAILS. -- -- -------- - - SEE BENT DETAILS SHEET FOR BENT SECTION AND \ BAR DETAILS. O B38 66"SO COL C LEVEL,—FOR \ 1 10.CALCULATED DRILLED SHAFT FOUNDATION LOAD= 66"SO COLD f—OVERHEAD 800 TONS/SHAFT \ `\ BEARING SEAT(TYP) �\ \ \ ELEC LINE 17.CONTRACTOR MUST USE CASING WHEN DRILLING {GDR 1 f GDR 2 4 GDR 3 (GDR 4 Q GDR 5 SHAFTS ADJACENT TO RR TRACKS FOR FULL 1.47 EXIST SANITARY SEE FRAMING PLAN SHEET EXIST WATER LINE LENGTH OF SHAFT. TO REMAIN FOR GIRDER ANGLES(TYP) TO BE RELOCATED 15.887 5-TY TX54 PCG AT 7.35Z=29.400 4.710' 1.47 % BENT BA 8 PLAN - ENT BA BARS A A4 UNIFORM SLOPE UI AT Z-P MAX BARS T BETWEEN BEARINGS 6 +4 .r...e.e aou..... wti i clgxc ua xORt �Erol�...i�a=•^rr....per..e.a�ar F.I.` S&55 Af'j M G N U2 AT 7-0'MAX BARS B I ff1,11 ; 5 "`/`°/ H•cir'i i°w' CONST 1r(TYP) I MARCH I'202. 8 I TOP OF COLUMN(TYP) I ( O O T ¢66'SO COL C (66'SO COL D 5-S.B 4-SS "NOT FOR CONSTRUCTION" 16-5.6 15-55 6 SPA AT 1'-O- 60 SPA AT 6"MAX=301-V 6 SPA AT T-0` BAR 5 6 SS SPA O OT-0" O MAX=5'-e MAX—B 6 PARK BOULEVARD EXTENSION 7-G,10-N,6 I7-M 62 SPA AT 6"MAX=41'-0" BAR M SPA (BARS G 6 N SPA EVERY OTHER BARS M) O 1-G•5-N,S 6-M cup BRIDGE p INCLUDES 51-3 BENT 8B DETAILS 8 INCLUDES S51-2 KCS RAILROAD OVERPASS 5 1OFI ELEVATION Q INCLUDES GI MM]RHO a�ro,M,RE MR ....... OI INCLUDES NI-4 �� HALFF TEL FN(f JifY0006 1BPE FIRM Fa12 OS INCLUDES 141-5 CPM . WlMama cRH ,E MrYA22 EM: LONIRKT Nn a eHEET 183 a 488 -------------------------------------------------------------------- - BAR SCHEDULE—ONE CAP BAR I TYPE I NO.I SIZE14'-l TH WEIGHT A St 26 N11r 6861 B St 30 #118" 74917 G1 C Bf 4 N56" 36 0 St 4 09r 23 G Bt 4 N5IO' 643 NI GI 5t Z NS5" 14 M Bt 96 N6IO" 3581 N3 MI-5av Bt 10 06 -1' 272 N Bt 49 063" 681 N2 NI-4 Bt B N611" 60 5 Bt 86 N6 -r 3 316 Ml N51-3av Bt 6 N6 -6" 203 55 Bt B6 N6 -7" 2.788 SSI-2av Bf 4 N125 M2 N1 T St 24 NS -B" 1 244 U1 Bt 50 NO10" 195 M3ii M U2 Bt Z5 N4 -r 170 MS Q7 TOTAL REINFORCING STEEL L8 1B 719 S/ CL C CONC NPC CAP Cy 93.5 M4 \ 53 01 FOR CONTRACTORS INFORMATION ONLY. 52 551 SS 1 S ESTIMATED QUANTITIES ITEM UNIT QUANTITY DRILL SHAFT 66 IN FT 160 55 55 CL C CONC HPC CAP CY 93.5 QI REINF STEEL LB 28119 5 SS1 S52 I 52 53 M4 1 SI MS M3 M G 142 NI 141 N GI N2 N3 114 �oT�jEll CAP END DETAIL K„E"a ,=„+ .� SCALE:V P-O' 3-3" S7-3 AVG MARCH 1 202. 8 53 7-4Vf 551-2 AVG 3-r s1 7-11. S52 "NOT FOR CONSTRUCTION" S-9Vf MI-5 AVG 1'-10" 551 MS S-r N4 rnPl rr v PARK BOULEVARD EXTENSION r-0" M3 1-r M2 r-11" NI-4 AVG MI N4 3-r N3 BRIDGE mP1 z-0" N2 BENT 8B DETAILS N� 9-r NI KCS RAILROAD OVERPASS v 2OF2 C.: HALFF ,",v�aKv 000 aiw.a�i*E goo TEL 51,,T%YMMI4M1 . . FAxul t'>PW" TBPE FIRM IFJI3 BARS MI-5 BARS NI-4 BARS SI-3 BARS SSI-2 ccu ,E v+soma cxH . v+eNaa sec sn►aort .��.°yam='L-0°�� coNrRAcr Na. a aH�. 184 OF 488 ----------------------------------------------------- 102.000' 8.477' 39.523 39.552 COL SPA 7.500` 3-COL AT 26.500'=53.000' GENERAL NOTES: GDfl SPA 4.425 � 4-TY TX54 PCG AT 9.457'=28.371' 29.737 I DOWEL DO SPA 3.500' 6 SPA AT 5.000 MAX=30.000` I 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN Al SPECIFICATIONS(2017)AND INTERIM i 6 SPECIFICATIONS THERETO.DESIGNED PER ARENA I MANUAL(2021)FOR CRASH WALL. GDA GDR 1 I ¢GDR 2 ¢T$3 1 ¢ I 1. CON GDR 4 CRETE STRENGTH/'t=3,600 P51. I 1-6• P) I I I 3. THE PRICE BID PER FOOT OF DRILLED SHAFT Rrv)m OL 1 SHALL INCLUDE THE REINFORCING EXTENDING I 1 1 I CONST 7T 1 I FROM THE SHAFT INTO THE CAP. 4. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE TOP,BOTTOM,AND AT SPLICES09.2" . x SKEW 7' S. ALL CAP,COLUMN AND DRILLED SHAFT CAPSKEW W REINFORCING SHALL BE GRADE 60 STEEL. W 1CAP COLUMN __\ N7S4937E I12 6. THE BEARING SEATS SHALL RECEIVE A WOOD .f—� —---,�_—_—iii---t{ I —_—_ _____- _—_�lz FLOAT FINISH. F�-�-PGL —• RING 1 I I�� BENT 9 I IIQ 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION CRASH WALL 1 STA 288+90.00 BELOW CL-PARK -1 DETAILS AND NOTES. B. SEE BENT DETAILS SHEET FOR BENT SECTION AND BAR DETAILS. •I 9. CALCULATED DRILLED SHAFT FOUNDATION LOAD= 770 TONS/SHAFT 1 1 60'8 COL A 1 1 LEVEL 3-0'FOR 1 1¢60'B COL B 1 j 10.SEE BRIDGE CRASH WALL DETAILS SHEET FOR BEARING SEAT(TYP) 1 1 I ADDITIONAL DETAIL5 AND NOTES. ¢GDR 1 ¢GDR 2 ¢GDR 3 ¢GDR 4 ¢GDR 5 11 .CONTRACTOR MUST USE CASING WHEN DRILLING SEE FRAMING PLAN SHEET SHAFTS ADJACENT TO RR TRACKS FOR FULL FOR GIRDER ANGLES(TYP) LENGTH OF SHAFT. GDR SPA 3,417 5-TY TX54 PCG AT 7.219'(+)=28.877' 30.920' 8 PLAN 6-10'LAP BARS T A4� UNIFORM SLOPE UI AT 7-0• BARS A CONST lT BETWEEN HEARINGS MAX KUK C 2 J h �...........�.... BARS B A*J M L G L N U2 AT 7-0"MAX I S 6 SS 7-7 I ��'RWAt Ya•/1 b $$ CONST/T(TYP) LAP i MARCH I 202. T TOP OF COLUMN ITYP) N I I I I " ¢HOT COL A I ¢60'B col B i "NOT FOR CONSTRUCTION" 6-10"LAP ' BAR 5 6 SS SPA 10 SPA AT 5-SPA AT P-O' 43 SPA AT 6"MAX=21'-6" 5-SPA AT 1'-0' 43 SPA AT 6'MAX=21'-3'MAX S-T I PARK BOULEVARD EXTENSION 6'MAX C-9' MAX S-0' = BAR N SPA 203 SPA AT 6'MAX=101.6' 3, !BARS G 6 N SPA EVERY OTHER BARS Ml BRIDGE BENT 9 DETAILS KCS RAILROAD OVERPASS 1 OF ELEVATION ' HALFF `R—,TX eu,E.ee 1�1 Rseo.X ew.ee TEL((2 eteie]e FA%(21.�Y)e40ee 1BPE FIFWeF-912 cvM v,e0aa aw v,e0o2z Esc v,eaax2 .c 9/16'= -0'E caMrRu:rw _ 5 aHEET 185 os 4B8 ---------------------------------------------------------------------------------------------- - ---------- 102.000' I 39.557 14448 BAR SCHEDULE-ONE CAP BAR TYPE NO. SIZE LENGTH WEIGHT 3-COL AT 26.500-53.00a 38.00a 3.500 COL SPA A St 26 W11 108-6" 14,988 $ B St 30 N11 115-4" 18,303 I 29,737' 4-TY TX54 PCG AT 9.697(+)-29,077' 10.39a GDA SPA C St Bt 4 N 5 1'-6" ]11 6 SPA AT 5.000'MAX-30.000 10.000 I DOWEL DO SPA It 103 #5 1 -1 i 79 A7 M Bt 204 I6 24'-10" 7610 I N of 103 4'6 9'-3' 1432 S Bt I85 4'6 25'-8" 7,132 1 (GDR 2 SS Bt 185 W6 11'-7" 5 998 GDR 1 GDR 3 ¢GDR 4 I Q4 T St 14 XS 103-10" 1600 1�" I II I I Ul St 101 N4 10 2" 141 1 I I I (TYPI(TYFI UI Bt 51 W4 Ia-7 347 1 O1 I TOTAL REINFORCING STEEL LB 60.415 I I I t CL C ONC HPC CAP Y 190.8 fOR CONTRACTOR'S INFORMATION ONLY. 1 r------- — — ----- , --� , —r-- ~ m Q1 INCLUDES 1-6-10"LAP, INCLUDES 2-6-10'LAP. =I CAP 6 \ or COLUMN INCLUDES 1-Z-7 LAP. y I 1 1 1 N75°49'37E = 1 I BENT srA28a+9000 �i I �BeaalxG pcL I�\ �I 4 °� ESTIMATED QUANTITIES IN _1 I \ / 1 1 t 1 t I \ / w Y DR ITEM60 UNIT UANTITY f CL-PARK I -- — ILL SHAFT FT 1 162 I , m1 GRILL SHAFT 66 IN FT 156 1 ~'------- - T- -- -1 --- -- -- -T- -T- T-- ------- - h CL C CO HPC AP Y 190.8 I O1 RFINF STEEL LB 1 50415 1 1 j [66"SO COL C, I 1 LEVEL 3-0'FOR 1 1 I f 66"SO COL D 1 BEARING SEAT(TYP) 1 I 1 GDR 1 {GDR 2 (GDR 3 GDR 4 j GDR 5 FRAMING PLAN SHEET ( SEE FOR GIRDER ANGLES(TYP) 30.920' 5-TY TX54 PCG AT 6.973(+)-27.89C i 10,897' PLAN BARS A BARS T UNIFORM SLOPE UI AT 7-0"MAX A*I BETWEEN BEARINGS B 41 2 C Vqq� *....... : . �..........: .........;..g o-.1 I. ..e"t:•• . 5 6 SS BARS B G N U2 AT 7-0"MAX A,-I I I fF1111 ""_j rn.••••e��rwi.74 iIM"r Poi M CONST JT(TYP) MARCH 1 t•202. TOP OF COLUMN(TYP) G i / 6-1p LAP SO COL C 66"SO COL D "NOT FOR CONSTRUCTION" 43 SPA AT 6- 6 SPA AT 1'-0- 65 SPA AT 6'MAX-37-W 6 SPA AT P-O" I BAR S 6 SS SPA IMAX_21'-3" MAX:5'-6" MAX_5'-e PARK BOULEVARD EXTENSION 203 SPA AT 6"MAX 101'-6" BAR M SPA (BARS G 6 N SPA EVERY OTHER BARS M) 3" BRIDGE BENT 9 DETAILS KCS RAILROAD OVERPASS 20F2 ELEVATION HALFF PR &VD. "o FN(at.)7]P9p" 7BFEFIRM- txM rtaxa aot a'teNoa 31 caN7RAcr Nn w.c RgEET 1- of 488 FORWARD BEARING SEAT/PEDESTAL f GIRDER—a1 BENT NO TYPE 'X'(in) NO BA�E GTH WEIGHT NO.B LENGTH WEIGH 2 Pedestal 6 3 B-0" 19 3 6'-10` 22 3 Pedestal 7 3 B-o" 19 3 6'-10' 22 4 Pedestal 5 3 S-9` 18 3 W-7- 21 ` 2yt• 5 Pedestal 3 3 5'-S 17 3 6'-3' 20 (TYP) I 6 Seat 1 _ _ (GIRDER-�� 8 Seal 7 LEVEL W/WOOD 9 Seat - FLOAT FINISH I/ 10 Seat I PERMISS q GIRDER 11 Seat 112 - coxsr)r Iti (GIIRDERS :m El 1�� r c b BACKWARD BEARING SEAT/PEDESTAL TOP OF CAP = LEVEL W/WOOD a El-#5 BARS 1-#S w FLOAT FINISH I/ BENT NO. TYPE 'X'(in) NO. LENGTH WEIGHT MO. LENGTH[WEIGFFT 1 Seat - TOP OF CAP = m 3 Seat 1 - - E2DOWEL D-GALVANIZED \ E2 V 4 Seat 9)x F-8'AT OUTSIDEi 5 Seat6 Seat 1El ONLY 7 Seat 2 DOWEL D-GALVANIZED B Pedestal 3 3 S-5- 17 3 6'-3' 20 (#9)x I'-B'AT OUTSIDE 9 Pedestal 6 3 S-9' 78 3 6'-7' 21 GIRDERS ONLY 10 Pedestal 7 Y 3 9-11' 19 3 6'-9' 22 BEARING PEDESTAL DETAIL BEARING SEAT DETAIL ii veaesiai 6 3 sai' 19 i 61 9' 22 (BEARING SURFACE MUST BE CLEAN AND (BEARING SURFACE MUST BE CLEAN AND FREE OF ALL LOOSE MATERIAL BEFORE FREE OF ALL LOOSE MATERIAL BEFORE PLACING BEARING PAD) PLACING BEARING PAD) N N_ a w n P-9' BENTS 4 6 5 "� 2-7' BENTS 4 6 S ^ 7'-10' BENTS 2 6 3 z i z 7-8' BENTS 2 6 3 i z i 1'-7,_ BENTS 8-IZ i i z 7-7,_ _, BENTS 6-73 0 0 m m m of m m of of m m § _ � eN h � n � bn BARS El BARS E2 BARS El BARS EI =`? FORWARD BACKWARD 0.!......�.....:�.L, ..a. .... .... . A..... ..... so, AL MARCH 1 202. COVER DIMENSIONS ARE CLEAR DIMENSIONS,UNLESS NOTED OTHERWISE. REINFORCING BAR DIMENNIONS SHOWN ARE OUT-TO-OUT Of BAR. "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE NB PEDESTAL DETAILS KCS RAILROAD OVERPASS 1OF1 HALFF �2P.aau.e.oa FRiaCO TX)Sp:Nd6l1 in F (214)2saores 1BPe FIRM.F#12 cPM v,vemx as , v,vmaz eac v,v2oa .wE NTS carrtRAcr Nn a- 193 or 488 ---------------------------------------------------------------------------- ---- FORWARD BEARING SEAT/PEDESTAL [GIRDER—J BENT NO TYPE •X'I,W BARS El-05 1 BARS E2-A'5 N0. LENGTH WEIGHT1 NO. LENGTH WEIGH 2 Pedestal 6 3 6'-01 19 3 6'40' 12 3 Pedestal 7 Y. 3 6-O• 19 3 6-10• 22 4 Pedestal 5 3 S-9" 1B 3 6'-7• 21 2W i 5 Pedestal - S-5" 17 3 6-3' 20 (TYP) 6 Seat 2 - - 7 Seat GIRDER 8 Seat 1 LEVEL FINISH WOOD I/ 9 Seat 1 _ FLOAT ISH 10 Seal 1 PERMISS 1 ¢GIRDER—+II 11 Seat 1 CONS"JT I z 1,-6' T-r b 12 Seat 1 - - - - - - TOP OF CAP i°p 1 El LEVEL W/WOOD BACKWARD BEARING SEAT/PEDESTAL BENT N0. TYPE E33 BARS El-R BARS E2-4'S 4 e FLOAT FINISH = ¢ LENGTH WEIGHT NO. LENGTH WEIGH TOP OF CAP = 0 1 Seat - - - - - E2 DOWEL D-GALVANIZED \ E2 4 Seat(a'9)x I'-B'AT OUTSIDE 5 Seat El GIRDERS ONLY 6 SeatDOWEL D-GALVANIZED 7 Seat(W9)x 1'-B'AT OUTSIDE BPedestalSE' IB 3 6'-5' 11 GIRDERS ONLY PedestalS-9' IB 3 6'-7' 11 Pedestal6-1' 20 3 6-I1' 22 BEARING PEDESTAL DETAIL BEARING SEAT DETAIL 11 Pedestals'-71' 19 3 6'-s 22 11 Pedestal5'-71" )9 3 6'-9' 12 (BEARING SURFACE MUST BE CLEAN AND (BEARING SURFACE MUST BE CLEAN AND FREE OF ALL LOOSE MATERIAL BEFORE FREE OF ALL LOOSE MATERIAL BEFORE PLACING BEARING PAD) PLACING BEARING PAD) n � � d a a BENTS 4 6 5 1-7" BENTS 4 6 5 o a F-9' BENTS 9-12 c -l' BENTS 9-12 i �z �z 1'-10' BENTS 1 5 3 �z i 1- BENTS 2 6 3 1'-10-1 BENT 8 ~z �z 7-9' BENT B W W W W W W W W W W W W W W 0 m W m m 0 el 0 al QJ m m al 0 BARS El BARS E2 BARS El BARS E2 FORWARD BACKWARD ..................... cN.,w Nux Noxc " �Ijssroni,i ter . r.�,so eoo MARCH I 202. COVER DIMENSIONS ARE CLEAR DIMENSIONS,UNLESS NOTED OTHERWISE. REINFORCING BAR DIMENNIONS SHOWN ARE OUT-TO-OUT OF BAR. "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE SIB PEDESTAL DETAILS KCS RAILROAD OVERPASS 10F1 HALFF VD SUITE FIaCO,TX>MI]a-eM, TE L13141"416�0 FAN R1NtYML00" 1lPE FIRM YFJI3 CM 11MNX CNN NIMA9X EBC 11MO7x rxt:NT3 w CON}RALT Ne. BEET 194 OF 488 ----------------------------------------------------------- 7_T 2-2" S-3' Z-r GENERAL NOTES: 2 EO 9 EO SPA 2 EO REFER TO NB G SB DECK 1, SEE IGMS FOR ADDITIONAL DETAILS. SPA SPA SECTIONS FOR DECK OVER 2 A BENT CAP,SEJ-II CONST 2. SEE SHEET 5 OF 5 OF NB AND SB DECK SECTIONS JT,6 REINFORCING DETAILS FOR PAY ITEM. A v (TYP) Ut a u SS C N G F W h W� �T �N U2 GIRDER a M N B LEVEL WJ WOOD FLOAT FINISH 3 EO 2 EO 4 EO 2 EO 3 EO TOP OF CAP = SPA SPA SPA SPA SPA Q SECTION A-A END VIEW SCALE:y'-1,-0" SCALE:y's I'-O• DOWEL D-GALVANIZED (49)x 1'4F AT OUTSIDE GIRDERS ONLY a BEARING SEAT DETAIL (BEARING SURFACE MUST BE CLEAN AND FREE OF ALL LOOSE MATERIAL BEFORE PLACING BEARING PAD) BEEGR SOLE PLATE DETAILS ON NTS 2,8 3.4(BACKWARD).9(FORWARD). / 10,11,G 121 I I g-r lot `oT BARS C BARS G BARS M .�...� MARCH I 202. S5 "NOT FOR CONSTRUCTION" cao• s � aR ..�. ...,a. 1'D PARK BOULEVARD EXTENSION (rrv) BRIDGE 4-10 u1 BENT DETAILS 9-r u2 KCS RAILROAD OVERPASS tOF1 �� ■ ■ xw rAnaw000 A,—,suite MIa .. HALFF TEl2: �" R ■ ■ FAX(L1.�r]YO70 TBPE"RM.Fitt BARS S 6 SS BARS Ul 6 U2 CP1A E '" — E N EW N.ylOa . AS_NOIED� cONRucr Nu wh aHEET 195 - 488 ---------------------------------------------------------------------------------- ROUND COLUMN SCHEDULE-ONE COLUMN EST UANT-1 COL RE1NF CLA55 C BARS V-20-NI1 BARS Z-I4 SPIRAL STEEL CONC FT LENGTH WEIGHT LENGTH WEIGHT LB CY 10 15'-3' 1621 319 214 1 5 7. COL BARS V MAY 71 i6'-3" 1,727 347' 232 1,959 7.9 BE BENT TO CLEAR 16 21'-3" 2,259 489' 327 2,586 11.6 h CAP REINFORCING 17 2z-3' 2365 517' 346 1711 12.3 25-3" 2,684 602' 403 3.007 14.5 o+ 21 16'-3" 1790 630' 421 3,211 15.2 24 29-3" 3109 7154 478 3567 17.4 25 301-3' 3 215 743' 497 3.712 16.) COL BARS V MAY 18 5 4 828' 554 4 BE BENT TO CLEAR 29 34'- 16440 85' 57 4 12 21.0 CAP REINFORCING 0 35'- ' 746 8 5' 592 4 8 11.8 31 36'-3" 3 B52 913 "0 4,462 22.5 5 4 - 427, 10 61 4 5.4 36 41'- 4 384 1054' 705 5 OB9 16.1 rar 4 - 4 490 108 24 14 26.9 ADJUST SPIRAL Z LENGTH BY 14.1 FT.AND BARS V LENGTH BY / o \ 0.5 FT.FOR EACH 0.5 FT.VARIATION IN"H"VALUE. \ ADJUST ESTIMATED QUANTITY OF CONCRETE FOR EACH COLUMN 14-I11 I COADJUST ESTIMATED QUANTITY OF RE, NFORCING STEEL FOR EACH w 51 AT 6"SPA COLUMN BY 62.6 LB.FOR EACH 0.5 FT VARIATION IN"M VALUE. 52 AT 6-SPAL s 3'CLR EST UANT-1 COLo, (TYP) o SQUARE COLUMN SCHEDULE-ONE COLUMN REINF CLASS C Z-SPIRAL 32-V 'H' BARS V-24-I1) BARS Sl-A'5-21'-0 BARS 52-15-l6'-J STEEL CONC AT 6'PITCH 4: \ 32-V FT LENGTH WEIGHT No. WEIGHT No. WEIGHT LB CY 22 17'-3' 3,475 40 964 BB 1 491 5,930 N.6 PLACE TEMPORARY 23 28-3' 3603 46 1008 92 1559 6170 25.8 5 W 3 I20-Ill 3 W SPECIAL SHORING j W Z ALONG ALL VERTICAL I 24 19-3 3730 48 1,057 96 7,627 6,408 26.9 EXCAVATION FACES IS 3d-3' 3858 50 1095 100 1695 6648 18.0 g I 26 31'-3" 3.985 52 1139 104 1,763 6.887 29.1 W 2 4 I I7 37-3' 4,113 54 1,183 LOB 1,830 7126 30.3 7'�l PROP GRADE LINE 28 33-3" 4,240 56 1.227 112 1,898 7.365 31.4 YP) 19 34'-3" 4 368 58 1.210 176 1 966 7 60a 31.5 qz W SECTION A-A 30 35-3' 4495 60 ]314 120 2034 7843 33.6 ? SCALE:%"=7'-a 1 4 1 358 124 1102 8083 34.7 h W §xA A 2 37'-3' 475 1402 LIB 2169 8321 35.9 PROP GRADE LINE _ `_ - q 7 1 446 132 2 237 8,561 37.0 ADJUST Sl LENGTH BY 21.0 FT.,S2 LENGTH BY 32.5 FT.AND BARS V LENGTH BY 0.5 FT.FOR EACH O.5 FT.VARIATION IN"H"VALUE. ADJUST ESTIMATED QUANTITY OF CONCRETE FOR EACH COLUMN BY 0.56 CY FOR EACH 0.5 FT.VARIATION IN'H'VALUE. i M h ADJUST ESTIMATED QUANTITY OF REINFORCING STEEL FOR EACH CONST lT(TYP) CONS,Ji(TYP) COLUMN BY 119.6 LB.FOR EACH 0.5 FT VARIATION IN"M VALUE. B ' N GENERAL NOTES: I4-SPIRAL 04-SPIRAL 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN AT 9'PITCH AT 9'PITCH SPECIFICATIONS(2017)AND INTERIM g n SPECIFICATIONS THERETO.DESIGNED PER MEMA 3 20-III 3r 1 W o I W 11-I71 MANUAL(2021J FOR CRASH WALL WN N z 2 CONCRETE STRENGTH PC-3600 PSI W . , . . w W 2 3. EX N AT THE TOP,BOTTOM,AND AT SPIRAL STEEL SHALL HAVE ONE AND A HALF SPLLICES ��^•••••••••^••••• Cxoxc aul Illw c � .ICESU Q/.y...(.ioiiia•�= r.i.� , rw r 2a. a."a W 4. ALL COLUMN AND DRILLED SHAFT REINFORCING ry ei ILEMSE 111 'NL LL 4 4 SHALL BE GRADE 60 STEEL. 5, THE PRICE BID PER FOOT OF COLUMN SHALL MARCH lSf2022. COLUMN -- INCLUDEINTO THETHE NCAOPRCING EXTENDING FROM THE T 6. THE PRICE 910 PER FOOT OF DRILLED SHAFT "NOT FOR CONSTRUCTION" 9 6a0 COL 6 IS Q 66"0 DS SHALL INCLUDE THE REINFORCING EXTENDING S FROM THE SHAFT INTO COLUMN. $ COL & DS ELEVATION COL & DS ELEVATION PARK BOULEVARD EXTENSION SCALE:4je`=1'-a SCALE:Vie'=1'-d' � s-a zap• C 6 6• 6 -'I 6- ITT Lrrv) BRIDGE o COLUMN DETAILS 3 4 KCS RAILROAD OVERPASS 8 W ONE 6 A 4 1 OF 1 2. N HALF FLAT h HALFF x10x FN2ItW09O BLV0,wITE"0 1 TURN TOP TEllu:o,rx reo>.aa�t 6 BOTT �.. i Ixu a+e-.e7o FMt(I1.�TKW26 1lPE FIRM IFi12 _ c Ntnmx �,.n aw w. NtM2oxx N+� E AS NOTED BARS Z BARS Sl BARS S2 r soee� T196 OF 488 --------------- GENERAL NOTES: 1. CONCRETE STRENGTH Fr-3,600 PSI. 2. ALL REINFORCING SHALL BE GRADE 60 STEEL. 3. SEE CRASH WALL MISC.DETAILS SHEET FOR ADDITIONAL INFORMATION ON CRASH WALL DIMENSIONS. Ql AT CONTRACTORS OPTION,BARS AI MAY BE PLACED WITH THE COLUMN IV MAY BE H ATTACHED USING AN ANCHORAGE ANCHORAGE I I I 1 SYSTEM WITH THE ANCHORAGE END SLOPED AT 1:6 INTO COLUMN. I I I 1 2T-C(TIP) 3'BAR wV I r 15 SPA AT F-6'MAX 21'-10' 3' I I 1 +^ I wU wV wH2 N I S-010 ITYP) WE h A b CONST lT(TYP) wHI wD(EMBED P-3'MIN INTO COLUMN)(TIP) OI PLAN s I I I I (MIN) ( I wU wHl wH2 lr h 1 I V I I I I I I I I I I I I I I I I I I wE lot i I I I I I I IP.,claw wD lEl$4kI LFN'if�i� Fn a� [Fiw r-six. I I I I I I I I 4�SswNu E�� wv NARc I zoz. I I I I I I I "NOT FOR CONSTRUCTION" a l I 1 I I I I I I I I I I I I I I I I PARK BOULEVARD EXTENSION a I I I I I I I I GRNAEDLI s I I I I I I BRIDGE CRASH WALL I I I I I I I I DETAILS AT BENTS 2-3 _ j KCS RAILROAD OVERPASS 1 OF 1 U ( I I I I FRIBW TX]bW1.M11.3ulm MR I : HALFF ELEVATION fAMRAG.Nn BIEET 197 of AM - - GENERAL NOTES: 1, CONCRETE STRENGTH/'c 3.600 P51. 2. ALL REINFORCING SHALL BE GRADE 60 STEEL. 3. SEE CRASH WALL MISC.DETAILS SHEET FOR ADDITIONAL INFORMATION ON CRASH WALL DIMENSIONS. Ql AT CONTRACTORS OPTION,BARS MAY BE PLACED WITH THE COLUMN NAYAY BE ATTACHED USING AN ADHESIVE E ANCHORAGE SYSTEM WITH THE ANCHORAGE END SLOPED AT 1:6 INTO COLUMN. I � 26-P 3'BAR WV r 15 SPA AT P-6'MAX s 22-C 3' , i^ I wU wV wH2 It I S-O"0(TYP) WE h Ft b CONST JT(TYPI wHl wD(EMBED 1'3-MIN INTO COLUMNI(TYP1 Q PLAN a r-3• �� wU will wH7 h i I ..... n>. ...�. ZI I I I MARCH I 202. M I I I wD "NOT FOR CONSTRUCTION" W I I I I art wv PARK BOULEVARD EXTENSION 3 I PROP GRADE u I I I I BRIDGE CRASH WALL I I I I DETAILS S RAILROAD OVERPASS s 1 OF 1 I I '^u I I ■ ■ I"I v�H a,vo.au rE Eoo I __ I I I __ I I ••• HALFF vELaco R")Eta+b]o■ ■ FNK I2I�J]]L0016 uao. EaC w. LtYMY] rrc ELEVATION ^ *"^' 'a aHEE] 198 OF 488 GENERAL NOTES: 1. CONCRETE STRENGTH Pc=3,600 PSI. 2. ALL REINFORCING SHALL BE GRADE 60 STEEL. 3. SEE CRASH WALL MISC.DETAILS SHEET FOR ADDITIONAL INFORMATION ON CRASH WALL DIMENSIONS. O AT CONTRACTORS OPTION,BARS wD MAY BE PLACED WITH THE COLUMN OR MAY BE ATTACHED USING AN ADHESIVE ANCHORAGE i SYSTEM WITH THE ANCHORAGE END SLOPED AT 1:6 INTO COLUMN. 1 1 28-6` 3'BAR JE V r 14 SPA AT V-6'MAX><2F-T 3' 1^ I wU wV wH2 R. ( 51-0'0(TYP) v h In to CONST IT(TYP) wH1 WD(EMBED F-3'MIN INTO COLUMN)(TYP) OI PLAN I I r-3• (MINI wU wHi r wH2 U 11 I I I I 4�1 MGRCH 1 ,202. M I I I w° "NOT FOR CONSTRUCTION" = a wv PARK BOULEVARD EXTENSION a i I I PROP 8 ; GRADE o I I I LINE I I i BRIDGE CRASH WALL I I DETAILS AT BENT 9 _ KCS RAILROAD OVERPASS IOFI I I h¢ I ■ ■ MYd-DOD BLVD,BORE MM ••• HALFFRB� lz>•Ine..,n�o ■ ■ F/J(It11)Yii00Y6 1BVE FIRM FJI2 --x-- -- --� cmN N,MAL ELEVATION „— 199 of aee BAR SCHEDULE-AT BENT 2 OR 3 BENT 2 BAR TYPE N0, SIZE LENGTH WEIGHT WEST SIDE EAST SIDE wD BY 60 W6 3-T 286 DESCRIPTION ELEV. LENGTH FT. DESCRIPTION ELEV. LENGTH FT. wE Bt 0 I6 '- 271 TOP OF CRASH WALL S 1 TOP OF CRASH WALL 538. Q3 wHI St 15 W6 89 IP 7021 TOP OF RAIL POINT A 526.3 TOP OF RALL POINT C 525.5 wH2 St 45 W6 17-0 1 487 HEIGHT OF WAIL ABOVE RAIL 1 HFTRW F WAIL ABOVE RAIL 1 . wU Bt 144 W4 -T-2" 305 EXISTING GROUND POINT B 511.3 EXISTING GROUND POINT D 520.6 wV St 102 16 20-1- 3 167 BOTTOM OF CRASH WALL 516.6 BOTTOM OF CRASH WALL Si6.. O TOTAL REINFORCING STEEL LB 7540 SEE BENT DETAILS FOR HEIGHT OF WALL BELOW GROUND 4.7 HEIGHT OF WALL BELOW GROUND 4 2 CL C CONC HPC CRASH WALLJ CY 150.2 BENT CAP DIMENSIONS QI FOR CONTRACTOR'S INFORMATION ONLY. BENT 3 EAST TOE O QUANTITIES ARE BASED ON 21•TALL CRASH WEST 510E S WALLS FOR BENTS 2 AND 3.ADJUST TOTAL DESCRIPTION ELEV. LENGTH FT. DESCRIPTION ELEV. LENGTH FT. REINFORCING AND CL CONC(NPCJ ACCORDINGLY. TOP OF CRASH WALL 537.9 IOF Of CRASH WALL 537.9 TOP OF RAIL POINT 575.9 TOP OF MAIL POINT C 525.1 Q INCLUDES I-7-IP LAP. HEIGHT OF WALL ABOVE RAIL 17 HEIGHT OF WALL ABOVE RAIL 12.8 - EXI T!NG ROUND POINT B 5 1.1 1 EXISTING GROUND POINT D 5206. BOTTOM OF CRASH WALL 1 515.6 BOTTOM OF CRASH WALL 1 516.E 1 7 BAR SCHEDULE-AT BENT 8 HEIGHT OF WALL BELOW GROUND 4.5 HEIGM OF WALL BELOW GROUND 4 BAR TYPE NO. SIZE LENGTH WEIGHT wD B! 24 06 3-T IIS wE Bt 74 W6 6'-01 217 BENT BA wHI St 12 4'6 33-P 593 WEST SIDE I EAST SIDE wH2 St 11 s6 27-Ir 409 DESCRIPTION ELEV. LENGTH(FT. DESCRIPTION V.ELE LENGTH FT. wU Bt 12 AV 3'-T 89 TOP OF CRASH WALL 550.5 TOP OF CRASH WALL 550.5 wV 5t 38 4' 1'- 952 TOP OF RAIL POINT 538.5 TOP OF RAIL POINT C 538 Ql TOTAL REINFORCING STEEL L 2,377 HE16HT OF WALL ABOVE RAIL 17 HEIGHT OF WALL ABOVE RAIL 1 1 12.5 2 CL C CONC HPC CRASH WALL CY 45.8 EXISTING GROUND POINT B 538 i I EXISTING GROUND POINT D 536.6 6•. BOTTOM OF CRASH WALL I 531.E I I BOTTOM OF CRASH WALL 1 531.6 01 FOR CONTRACTOR'S INFORMATION ONLY. HEIGHT OF WALL BELOW GROUND 1 1 5.4 1 HEIGHT OF WALL BELOW GROUND 1 1 0 Q2 WANTFQRITIESB ARE BASED ON TALL CRASH WALL FOR BENT 2 CL ADJUSTT TOTAL BENT 9 NB SIDE REINFORCING AND CL CONC/HPC/ACCORDINGLY. WEST SIDE EAST SIDE DESCRIPTION I ELEV.I LENGTH FT. DESCRIPTION ELEV. LENGTH FT. BAR SCHEDULE-AT BENT 9 _ TOP OF CRASH WALL 550.1 TOP OF CRASH WALL 550.4 BAR TYPE NO. SIZE LEN TH WEIGHT TOP OF RAIL POINT 11114 TOP OF RAIL POINT C 538.3 wD BI 24 W6 -1 T 115 n HEIGHT OF WALL ABOVE FAIL II HEIGHT OF WALL ABOVE RAIL wE Bt 14 W 217 ¢< EXISTING GROUND POINT B 537. EXISTING GROUND POINT D 535.6 WTI St 12 W6 31'-6' 568 BOTTOM OF CRASH WALL 531. BOTTOM OF CRASH WALL 531.6 wH2 St 12 W6 21'-7 382 HEIGHT OF WALL BELOW GROUND 5.7 HEIGHT OF WALL BELOW GROUND 4 wU BI 42 W4 3-T' 89 T wV St 38 X6 1 16'r 952 TOTAL REINFORCING STEEL LB 1323 Fy g E I 2 CL C CONC HPC CRASH WALL CY 43.4 s I TOP OF WALL ELEVATION Oj FOR CONTRACTOR'S INFORMATION ONLY. �z Q1 WALLQUANTITIESB ARE BASED ON 17'TO TALL CRASH POINT A WALL FOR BENTS 9.ADJUST TOTAL I TRACK TOP OF NEAREST ADJACENT RAIL POINT C REINFORCING AND CL CONC(NPC)ACCORDINGLY. CONST JT 1 POINT B EXISTING GROUND POINT O I 1 TOP OF RAIL - -- TOP OF D5AT( Q 1 b BOTTOM OF WALL ELEVATION I PROP GRADE I CRASH WALL ELEVATION Y LINE CIXI.4 MIN MOIL E.giiriro noc�i".cry M•�°vi��e.r.00. •CONTRACTOR MUST VERIFY ALL ELEVATIONS PROVIDED 1N THE TABLES /••?•••••• ........•• AND SO MI ENGINEER OF ANY DISCREPANCIES.CONTRACTOR MUSTA So C FOR USE IN BOTTOMUOf 1CRASH WALLYCONSTRUCT ON SPECIAL RiHAT ARE SING SGNED AND SEALED ? �" BY A LICENCED TEXAS PE.THESE ITEMS MUST BE COMPLETED PRIOR 1155M�.t� ••l r w w TO BEGINNING ANY WORK RELATED TO THE CRASH WALLS, e m MARCH I 202. i � h O I i TSS "NOT FOR CONSTRUCTION" ' ( BELOW LOWEST SURROUNDING GRADE_ PARK BOULEVARD EXTENSION I DS ln•P) I I I BRIDGE CRASH WALL ==;1__J q2.2 �r MISC DETAILS z-r n 14 tiL r KCS RAILROAD OVERPASS LL10F1 TYPICAL SECTION HALFF T ■ ■ RO]v.R W000B VO.a4i.E". ■■■ " W ■ ■ FAx D )+q T..aa.. TBPE riRM rt-a,a BARS WE BARS wD BARS wU ew , v+.aa y1 •-0'� N' coH,RACTw arwrr 200 or 488 ------------------------------------------------------------------------------------------------------------------- 01 l� BRG \GDR 1 [ERG-7I � �-(ERG \GDF] [BRG -yll l I rPGL -7----------------------------7- I---------------------------------- ' r ll GDR ANGLE(TYPI I I I G GDR ANGLE(TYP) DR ANGLE(TYP) ll GDR ANGLE(TIP) ll III ll I I IIL GDR 4 I I I 4 GDR 6CL-PA I I ll I I I I I R 282+00 280-00 II 281-00 I I I I I - M43.5576'W ll III BENT 2 / BEGIN BRIDGE �� I I STA 2H1iOH.00 I I BENT 3 FACE OF II I I I I I STA 2H1+3B.00 ABUT I BKWL SPAN 7 SPAN 2 STA 280.08.00 (TY TX54 GOR) PLAN (TY TX54 GDR) 8 O SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. (D GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT BENT REPORT \�F�� '�. GIRDER REPORT,SPAN 7 ABUT N0.1 IN 61.1340*E) BENT N0.2 IN 67.1310'E) auc xoxc• ...�.................. y HORIZONTAL DISTANCE TRUE LENGTH 2 GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.584 L DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.584 L /� MIL4� fr xy °.eoo. m C-C BENT E-E GDR. C-C ERG. BOT.GDR.FLG.O SLOPE A 8 GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE �� [,� ,0�j�.i GIRDER 1 100.000 96.760 95.205 96.928 0.059 0.061 0.085 (ABUT BKWL) D M S (C.L.BENT) D M S 15yy AL 9 GIRDER 1 /00.000 96.760 95.105 96.918 0.059 0.074 0.104 SPAN 7 GIRDER I 0.000 74 10 54 SPAN 1 GIRDER 7 0.000 74 40 54 g GIRDER 3 100.000 96.760 95.205 96.928 0.059 0.074 0.104 GIRDER 2 9.908 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 4 100.000 96.760 95.205 96.928 0.059 0.056 0.078 GIRDER 3 9.908 74 40 54 GIRDER 3 9.908 74 40 54 MARCH I TOTAL 387.040 GIRDER 4 9,908 74 40 54 GIRDER 4 9.908 74 40 54 �! TOTAL 29.723 TOTAL 29.723 "NOT FOR CONSTRUCTION" g 4 GIRDER REPORT,SPAN 7 BENT N0.2 IN 61'2340'El BENT N0.3 IN 61'1340'E) PARK BOULEVARD EXTENSION i1Y HORIZONTAL DISTANCE TRUE LENGTH GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 45.102 L DISTANCE BETWEEN STAT[ON LINE AND GIRDER 1 45.102 L C-C BENT E-E GDR. C-C BRG, BOT.GDR.FLGO SLOPE A 8 GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE GIRDER 1 130.000 114.038 712.483 714.235 0.056 0.115 0.162 (C.L.BENT) D M S (Cl.BENT) O M 5 GIRDER 2 130.000 124.038 12Z403 12C2236 0.057 0.121 0.174 SPAN 2 GIRDER 1 0.000 74 40 51 SPAN 2 GIRDER 1 ODOO 74 40 54 GIRDER 3 130.00. 124.038 1-,- 124.231 0.057 0.124 0.111 GIRDER 2 6.014 74 40 5d GIRDER 2 6.014 74 40 54 GIRDER 4 130DOO 124.038 122.483 124.238 0.057 0.124 0.174 GIRDER 3 6.014 74 40 54 GIRDER 3 6.014 14 40 54 GIRDER 5 130.000 114.038 122.483 124.239 0.057 O.I24 0.170 GIRDER 4 6.OI4 71 40 54 GIRDER 4 6.014 74 40 51 BRIDGE GIRDER 6 130DOO )24.038 122.403 124.239 0.057 0.115 0.162 GIRDER 5 6.014 71 40 54 GIRDER 5 6.014 74 40 54 TOTAL 744.229 GIRDER 6 6.014 74 40 54 GIRDER 6 6.014 74 40 54 NB FRAMING PLAN TOTAL 30.060 TOTAL 30.068 KCS RAILROAD OVERPASS 1OF6 .. HALFF FR�eLO.T%,5R],4M, ■ ■ FM�R1i 14)i�]L�K 1BPE FURY-Q cPM v,eNon aw L,MAY! coNlR6cr Nw SHEET 201 9F 488 a , -------------------------------------------------------------------------------------------------------- 1 , AIyz�O � { I �(BRG (GDR i (BRG , (BFG (GDR I (BRG / / I J4I1- �-_- --___ -�- PGL I 1 I GDR ANGLE(TYP) / I I I I GDR ANGLE(TYP) I , GDR ANGLE(TYP) I GDR ANGLE(TYP) I ' I I(GDR 5 I I (GDR 5 / I li 287.00 ' / I 288.00 / 289+00 IL-PARK �- f BENT 8A /yyy/ BENT III7�- fBENT 7 SPAN 7STA I87+67.27 ! STA 187+69.61SPAN 8 -T 9 STA 186+46.00 ITY TX54 GDR) PLAN (TY TX54 GDR) STA 288+90.00 8 Q1 SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. QI GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT BENT REPORT DS 1./ i GIRDER REPORT SPAR 7 BENT N0,7 N 57'03 E I mew.°i.°0m�.ii.�..:s°.�.i•:°.°°^. ( NE 1 BENT N0.8 AT ON LINE E) / ..... zux xow HORIZONTAL DISTANCE TRUE LENGTHO GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.000 L DISTANCE BETWEEN STATION LINE AND GIRDER I 01.073 L %"'"�"'�zi'.'..'i"� C-C BENT E-E GDR. C-C BRG. HOT.GDR.FLG. SLOPE A B GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE //1�4llrCEN5E0 �_� GIRDER 1 127.357 121.591 120.086 121.603 -0.014 0.130 0.182 (C.L.BENT) D M S (C.L.BENT) D N S III FSSpN�L Ew'r ••/ v GIRDER 2 126.366 120.600 119.095 120.612 -0.014 0.135 0.190 SPAN 7 GIRDER 1 0.000 B7 38 11 SPAN 7 GIRDER 1 0.000 84 23 38 I\ E GIRDER 3 125.375 I19.609 I18.700 119.611 -0.011 0.731 0.184 GIRDER 1 7.125 87 38 38 GIRDER 2 7.137 84 23 11 GIRDER 4 124.384 IIB.618 117./13 11B.630 -0.075 0.117 0.17H GIRDER 3 7.125 H7 39 OS GIRDER 3 7.737 8/ 22 44 MARCH .i GIRDER 5 123.393 117.621 116.122 117.639 -0.01-1 0.104 0.146 GIRDER 4 7.125 87 39 32 GIRDER 4 7.137 84 22 16 8 TOTAL 598,043 GIRDER 5 7.125 87 40 01 GIRDER 5 7.137 84 21 49 TOTAL 28.500 TOTAL 20.547 "NOT FOR CONSTRUCTION" GIRDEHORIZONTAL DISTANCE R REPORT. TRUEPLENGTH GIRDER DEFLECTIONS DISTANCE BETWEEN STATION 8 SENT NO.8 IN LINE AND GIRDER 1 44.073 L DISTANCE BETWEEN STATION LINE AN32* )D GIRDER/ 44.588 L PARK BOULEVARD EXTENSION B C-C BENT E-E GDR. C-C BRG. HOT.GDR.FLG.O SLOPE A B GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER NGLE 5 GIRDER I 131.049 121.231 123.723 125.300 -0.031 0.147 0.206 (C.L.BENT) D M S (C.L.BENT) D M S 7 GIRDER 2 129.817 123.886 122.370 121947 -0.031 0.112 11.213 SPAN H GIRDER 1 0.000 89 11 24 SPAN 8 GIRDER 1 0.000 78 23 05 GIRDER 3 11B.34I 122.533 121.017 122594 -0.031 0.145 0.203 GIRDER 2 7.137 89 09 41 GIRDER 2 7.219 78 21 23 �l-✓/ GIRDER 4 I26992 121.180 119.664 121:240 -0.031 0.138 0.190 GIRDER 3 7.137 99 O7 56 GIRDER 3 7.219 78 19 38 GIRDER 5 115.639 119.827 718.311 119.887 -0.032 0.112 0.157 GIRDER 4 7.137 89 06 09 GIRDER 4 7.219 78 17 57 BRIDGE roru 611.666 GIRDER 28 C7 8 9 04 I(1 GIRDER 78977 78 16 02 NB FRAMING PLAN a KCS RAILROAD OVERPASS 40F6 a ■■■ HALFF xm PMRW000 uw.wire wo THIDCO.T%1MR.0"11 q • ■ r,Eilz pii�i'aue laps"R.sau cPM NtM07= L1{R N1M1W] sac 20'-0'w• fANRiACi ra wra a sEET 204 of 488 -------------------------------------------------- CL-PARK 280.00 2B).00 282.00 / N43'55'26'W l / STAEIHIMH.00 BEGIN BRIDGE �l � � A BENT 3 FACE OF (GDR 1 / / r)GDR] / STA 182+38.00 ABUT 7 BKWL STA I8Oi08.00 1 GDR ANGLE(TIP) Py GDR ANGLE(TYP) GDR ANGLE(TYP) , GDR ANGLE(TYP) 1 , PGL _#-_________-___-_-_-___-___ I ' // t-_______ k BRG C GDR 4 C BRG-+l / C BRG C BRG / / Q GDR 6 SPAN 1 3_2 SPAN 2 O ITT TX54 GDR) Q7 PLAN (TY TX54 GDR) S 3 (D SEE STANDARD IGEH FOR ORIENTATION OF DIMENSION. (D GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT BENT REPORT9 `�Fy GIRDER REPORT,SPAN 7 ABUT NO.I IN 677340'E) BENT NO.2 IN 61'2340'E) % cRoxc Ml<NONG j E" '�•"'� �'"'r'x�„e HORIZONTAL DISTANCE TRUE LENGTHO GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 14.861 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 14.861 R u,eoa C-C BENT E-E GDR. C-C BRG. SOT.GDR.FLG. SLOPE A B GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE t rw. r fix. GIRDER 1 100.000 96.760 95.205 96.928 0.059 0.061 0.085 (ABUT BKWL) D M S (C.L.BENT) D M 5 '11 Al E,6,� 4 GIRDER 2 700.000 96.760 95.205 96.927 0.059 0.061 0.704 SPAN 7 GIRDER 1 0.000 74 40 54 SPAN 1 GIRDER 1 0.000 74 40 54 \\\\"t�M'' g GIRDER 3 110.000 96.760 95.205 9W 27 0.059 0.061 0.104 GIRDER 1 9.908 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 4 100.000 96.760 95.205 96.926 0.059 0.061 0.078 GIRDER 3 9.908 74 40 54 GIROER 3 9.908 74 40 54 MARCH i 202. m TOTAL 387.040 GIRDER 4 9.908 74 40 54 GIRDER 4 9.908 74 40 54 �i TOTAL 29.723 TOTAL 29.723 "NOT FOR CONSTRUCTION" ggg 4 GIRDER REPORT,SPAN 7 BENT N0.2 IN 61'13I0'E) BENT N0,3 IN 61'2310'E) PARK BOULEVARD EXTENSION iYl HORIZONTAL DISTANCE TRUE LENGTH GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 15.034 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 15,034 R C-C BENT E-E GDR. C-C BRG. BOT.GDR.FIG SLOPE A B GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE GIRDER 1 130.000 124.038 122A83 I24.243 0.058 0.115 0.162 (C.L.BENT) D M S (C.L.BENT) D M S GIRDER 2 730.000 124.038 122.483 124.244 0.058 0.124 0.174 SPAN 2 GIRDER 1 0.000 70 40 54 SPAN 2 GIRDER 1 0.000 74 40 54 ' GIRDER 3 130.000 124.038 1I2.083 114.245 0.058 0.114 0.771 GIRDER I 6.014 74 40 54 GIRDER 2 6.014 7d 40 54 GIRDER 4 730.000 114.03H 1I2.4B3 12d.245 0.058 0.124 0.770 GIRDER 3 6.014 74 40 54 GIRDER 3 6.014 74 40 54 GIRDER 5 130.000 124.038 122.483 124.246 0.058 0.124 0.174 GIRDER 4 6.014 74 40 54 GIRDER 4 6.014 74 40 54 BRIDGE GIRDER 6 130.000 124.038 122.483 124.246 0.058 0.115 0.162 GIRDER 5 6.014 74 40 54 GIRDER 5 6.014 74 40 54 TOTAL 744.229 GIRDER 6 6.014 74 40 54 GIRDER 6 6.014 74 40 54 SB FRAMING PLAN TOTAL 30.068 TOTAL 30.068 KCS RAILROAD OVERPASS 10F8 �•� HALFF ]IWPHxHU00BLV0.9UITEM FRIeGO.Ti]Mlxed"1 TE�Ixu)41646]0 1NR(211)1xG40Y6 1BPE FIRM i 12 WM y1YN9 Lql N1NIOix eac vlerxmz E 1•=2D'-0'�• caN]RAcr Nv 4RFE] 207 of 488 Bill i I287-00 I 2BB.00 I I -�------------------ - ----------- -- ---- ___ r[CL-PARK ��-- BENT BA ( �r I BENT HB STA 287+67.27 STA 281+69.62 /\ 6 -`- BE STA 2B6+46.00 I I r GDR 1 / (GDR i / / STA 2H8+90.GO I I GDR ANGLE(TYP) / ' ' I I I I 1 I /i 1 GOF ANGLE(TYP) (i G / I ;G.RAMGLE(TY OI I -_-_-----------____---_ I I II-¢BAG 4 6DR 5 [BRG�y �(BRG g GDR 5 [BRG / SPAN 7 '1�/ SPAN 8 ITT TX54 GDR) '�/_.T\2�O P�N (TY TX54 GDR) i (D SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. O GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT BENT REPORT GIRDER REPORT,SPAN 7 BENT NO.7 IN 57.OY02'E) BENT NO.B IN 850639'E) ............. xc.iu... �' •'•�'•' 'r„w.:' �.. HOR/ZONTAL DISTANCE TRUE LENGTH GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 1 I5.000 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 16.008 R PA"f"". i.."..'.. _"w�••. `a., C-C BENT E-E GDR. C-C BAG. BOT.GDR.FLG. SLOPE A B GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE III [7� {,O = •° w E FRR r 7u. GIRDER 1 116.790 110.794 109.229 110.805 -0.015 0.100 0.14, (C.L.BENT) D M S (C.L.BENT) D M S ��f r••�'rso a GIRDER 2 113.670 107.673 106.108 1171114 -0.014 0.082 0.115 SPAN 7 GIRDER 1 0.000 87 44 47 SPAN 7 GIRDEA 1 O.000 67 11 36 161��L Z? GIAOER 3 I10.550 104.551 102.987 '074562 -0.014 0.073 0.,02 GIRDER 2 6.B75 87 47 35 GIRDER 2 '1" 67 OB 19 GIRD EA 4 107.430 101.430 99.865 101.441 -0.014 0.064 0.090 GIRDER 3 6B75 B7 50 32 GIRDER 3 7,352 67 OS 52 MARCH I 202. GIRDER 5 104.310 98.309 96.744 98.319 -0.014 0.048 0.068 GIRDER 4 6.875 87 53 39 GIRDER 4 7.352 67 02 44 CTOTAL 522,757 GIRDER 5 6.B75 87 56 58 GIRDER 5 7.352 66 59 26 TOTAL 27.500 TOTAL 29.40E "NOT FOR CONSTRUCTION" GIRDER REPORT,SPAN 8 BENT NO.8 IN 82.06'39'E) BENT NO.9 IN 75.49'32-E) PARK BOULEVARD EXTENSION HORIZONTAL DISTANCE TRUE LENGTH 2 GIRDER DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER 7 16.008 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 15.109 R -''-'-- ----- - '- q C-C BENT E-E GDR. C-C BRG. BOT.GDR.FLG.O SLOPE A 8 GIRDER SPACE GIRDER ANGLE GIRDER SPACE GIRDER ANGLE 7,1 GIRDER 1 122.207 116.243 114.687 116.300 -0.031 0.12/ 0.170 (C.L.BENT) D M 5 (C.L.BENT) D M 5 GIRDER 2 123.064 I17.097 115.S41 117.155 -0.03/ 0.715 0,162 SPAN 8 GIRDER 1 0.000 71 4B 19 SPAN 8 GIRDER 1 0.000 7B 05 26 GIRDER 3 123.921 117.952 116,395 118.010 -0.031 0.119 0.167 GIRDER 2 7.352 71 43 49 GIRDER 2 6.973 78 00 56 GIRDER 4 124.77E 118.807 117.250 118.H65 -0.031 0,122 0.171 GIRDER 3 7.352 71 39 23 GIRDER 3 6.973 77 56 30 GIRDER 5 125.635 119.662 11&104 119.720 -0.031 0.110 0.155 GIRDER 4 7.332 71 35 00 GIRDER 4 6.973 77 52 07 BRIDGE TOTAL S89.762 GIRDER 5 7.352 71 30 41 GIRDER 5 6.973 77 47 48 TOTAL 29.408 TOTAL 27.894 SB K S FRAMING RA IID OVERPASS P 40F6 a I WOOp&Vp HALFF FRIS=. .0UITE EW FRIOCO.TK700f TEL�3 010M70 FAKD14�1iR0016 TlPE FIRM OF-it3 cPM vlerLaa aw v1FNoa oFnsn E0C Y1NA0Y rx•: `-�' '-�� LONTMLT Ilu a.a aHEET 210 of 488 a� ------------------------------- z3o.00a 100.00a 130.OW BARS A AT 9'MAX SPA O 7 END COVER I OA(TOP)-5'-O"LONG, I 1p (BOTT) I SPACED BETWEEN 1 SEE PCP I g� BARS T 6 D TTYP)/ D IBOTT) Q GDR I BARS A AT OVERHANG Q GDR 1 77 b v;i as-EJCP — _—_______ / —_______ __ _________ BS-EJCP ___ ___L—NOM ____ ______________ _________________________________FACE OF 7 THICKENED SLAB THICKENED SLAB /r TY C221 RAIL l ( END.SEE IGTS FOR y I END.SEE IGTS FOR I l PGL T(TOP) BARS G,H,J,6 M BARS G.H.J.6 M oWITH CLF-RO �' I o b 3 / SPAN 1 / SPAN 1 FACE OF INVERTED T STEM / G(TOP)&H MOTT) CONTROLLED IT G(TOP)6 H(BOTT) SEJ-M(4") M NOM FACE OF I OR CONST IT TY WITH -Rl I I— A(TOPI _—__ ______ ATOP) WITH 1 RAIL __ _ 1 — _ _ 1519'O6" I5I706• SKEW05 O c c t SKEW D lBOTT) [GDR 4 OA(TOP)-S-0"LONG, SKEW GDR 6 P(BOTT) SPACED BETWEEN SEE PCP .. BARS A AT OVERHANG 281.00 282-DO N 3-5CL PARK ____ __________________—_____�_ _____—_—_—_—_______—_—__1—_____—_—_ yr N43'SS26'W / BENT 2 / :.EG�INBRJIDGE STA 281.08.00 �I.EN�l FACE OF STA 282+38.00 ABUT I BKWL STA 280+08.00 GENERAL NOTES: 1. ALL CONCRETE SHALL BE CUSS 5,CONCRETE STRENGTH Pc=4000 PSI "^. '�may.'' 2. FOR GIRDER BEARING PAD.MISC.SLAB AND THICKENED SLAB END DETAILS Ag" � """"L �r oap• Eo�°v'o-`r i a.eaa. NOT SHOWN SEE BRSM,IGD,IGEB,IGMS,IGNO AND IGTS STANDARDS. 1f/'q;.lcC><NSE� 3. SEE PMDF STANDARD FOR DETAILS AND QUANTITY ADJUSTMENTS IF THIS (111jh\\ *••f o OPTION IS USED. PLAN MARCH 1 202. 4. FOR SEALED EXPANSION JOINT DETAILS NOT SHOWN,SEE SEJ-M STANDARD. FOR SEJ-M QUANTITIES NOT SHOWN SEE ESTIMATED QUANTITIES SHEET. si S. DEFORMED WELDED WIRE REINFORCEMENT(WWR)(ASTM A1064)OF EQUAL "NOT FOR CONSTRUCTION" SIZE AND SPACING MAY BE SUBSTITUTED FOR BARS Al,D.OA,P OR T UNLESS NOTED OTHERWISE.PROVIDE THE SAME LAPS AS REQUIRED FOR REINFORCING BARS. PARK BOULEVARD EXTENSION 6. FOR RAIL DETAILS NOT SHOWN SEE TRAFFIC RAIL TYPE C211 WITH CLf-RO. R 7, FOR GIRDER LAYOUTS SEE FRAMING PLAN SHEETS. ©� A 8. ALL REINFORCING SHALL BE GRADE 60 STEEL. 9. PROVIDE BAR LAPS,WHERE REQUIRED,AS FOLLOWS: O EPDXY COATED -#4=Z-5" - BRIDGE /� 10,COVER DIMENSIONS ARE CLEAR DIMENSIONS UNLESS NOTED OTHERWISE. NB DECK DETAILS KCS RAILROAD OVERPASS s 10F6 5 °ELxo,Ix csmeaec, ■ ■ FA%u�p G6HALFF mPF FARM 1ia,z cPM a7aamx ao, v,eaazz coRTRAcr la eREET 213 oY 488 ----------------------------------------------------------------------------------------------- - ------------------------------------------------------------------------------------------------------------------ 259.140(ARC) 127.671'(ARC) 131.469'(ARC) BARS A AT r MAX SPA OA(TOP)-S'-O"LONG, SPACED BETWEEN T END COVER I GDR I BARS A AT OVERHANG (GDR I P(BOTT) _ SEE PCP Q BARS 76 DRY D(BOTT)-_________--_--_ _—_ -__--_—_ -- II __ _—_ _—____ ____—__.__._ ' Q_ 3 85-EJCP I _-- -----------_—_—_� , __—_— - _- ------ BS-EJCP THICKENED SLAB I -- - l THICKENED SLAB _ NO M FACE OF I I END.SEE IGTS FOR I END.SEE IGTS FOR TY T(TOP) BARS G,H,J,6r M CONTROLLED JT u� BARS G.H.J.6 M l PGL g WITNI CLF RAIL I I SPAN 7 OR CONST lT SPAN 8 / FACE OF INVERTED g x m SEJ-M(4") T STEM / a m i MOM FACE OF I A(TOP) I A(TOP) / SEJ-M 6r) G a$ TY CIII RAIL i I -G(TOP)6 H(BOTT) - I --_---_ WITH CLF-RO - ----'--- --- - ---—_-_ G(TOP)6 H(BOTTI I I --I (GDR 5 OA(TOP)-5'-0-LONG, SKEW iC I GDR S p(BOTT) - l D(BOTT) SPACED BETWEEN 09°27'I7' u 90"00100. BARS A AT OVERHANG SEE PCP SKEW _ 288-00 - -�- 287.00 - �_—_— _ _ BENT 8A I BENT 8B STA 287+67.27 2B9'0_0 STA I87+69.62 ��CL-PARK J. BENT 7 BENT 9 STA 286+46.00 STA 288+90.00 122.9/0'(ARC) lI5.010'(ARC1 I 247.950'(ARC) Tr t��y`ey11 /CENs\fir ..IK al2 2. r . ...�. E� i:'��iwa1 PLAN MARCH I 202. "NOT FOR CONSTRUCTION" a PARK BOULEVARD EXTENSION s 4E7 BRIDGE NB DECK DETAILS KCS RAILROAD OVERPASS 40F6 :. MW RAR WOOp ELVU,EMITE MM FRI T2lE0 C HALFF LV TEL�] 1 -1E10 . . FAIL121/I12000" 1 FIRM-2 CPM 11ME22 pW L1YA}2 (2N(IRACT Ih uni� AHEtr 216 of 488 34'-a' OVERALL 7'a' 27Ar I.-a' SW I ROADWAY NOM FACE [-FACE OF CURB NOM FACE I CL-PARK Of RAIL I OF RAIL ¢ i I u o 't P(TYP) PGL TAT 4 A a^ OA(TT 1.50% I Z.00% MAX SPA I I I D(TYP) I I I 2 I I 4 a �- t END [GDR 1 I I'+ Q GDR 6 I COV(TYP) ¢ I (TYP) 1-6 I 6-TX54 GDR 78 (SEE FRAMING PLAN FOR GDR SPA ALONG CAP) a Q THEORETICAL DIMENSION. TYPICAL TRANSVERSE SECTION SPAN 2 AL MARCH I 202. 9 "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE NB DECK SECTION $ KCS RAILROAD OVERPASS s 20F5 HALFF■ ■ xm R,wKw000 RLw,wrre Mp R ■ ■ FA%Dt4)T]GWY6 IBPE FIRM NFJiz p v.Mzmz aw vivzmz �T— a,E 8 T 220 aF AN --------------------------------------------------------------------------------------- OVERALL 27-T IZ-O' 26-M 1'-O' SW I ROADWAY NO M FACE I FACE OF CORB NOM FACE I [CL-PARK OF RAIL OF RAIL P(TYP) PGL t I /.50%� I T AT? A m N OA(TYP) I 2.00% MAX SPA D(TYP) � I I mom I I I I I I < LL < f GDR 5 2'END GDR I COV(TYP) I I O s (TYPI 7-0. I 5-TX54 GDR 3 6• (SEE FRAMING PLAN FOR GDR SPA ALONG CAP) b Qi THEORETICAL DIMENSION. TYPICAL TRANSVERSE SECTION SPANS 6-8 1 4- 4\'L'cNs MARCH I F "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE NB DECK SECTION KCS RAILROAD OVERPASS 8 1 OF 5 _ IEL�C"w""°°°l ■ X E"�."r : HALFF F_ A%R141"nWM 1lPE fIRMfitx p cfM . vtvxmx pw .. vtvxoa E!C NtYARx .rxE��'-0� CGNTRACi 11. w.. r vIEE* 222 Of 488 ---------------------------------------------------------------------------------------------- TABLE OF SECTION DEPTHS 5 ESTIMATED QUANTITIES SPAN GIRDER `X`AT `Y'AT •Z'AT I ITEM UNIT SPAN 1 SPAN 7 SPAN 3 SPAN d SPAN 5 SPAN 6 SPAN 7 SPAN 8 SPAN 9 SPAN 10 SPAN I i SPAN 71 TOTAL N0. N0. C.L.BRG C.L.BRG C.L.SP RE1NF CONC SLAB(HPC (CL S SF 3307 4 Z35 2,812 3,131 3149 31950 0076 4,174 3,053 3218 31668 3758 41563 1 1 1'-0' 46` 10 Q2 PRESTR CONC GIRDER x54 LF 387.71 745.42 329.47 366.62 36B.40 552.97 599.11 612.97 357,48 377.10 430.18 440.70 5,597.14 2&3 11-0' S-e 10 CL 5 CONC HPC SDWLK SF 898 910 591 686 691 964 1 890 1 916 1 656 1 705 1 799 1 947 1 9554 4 11-0' SB 10 GO1 REINF STL I LB 1 7607 1 9740 1 6,468 7,204 7242 1 9155 1 9374 1 9601 1 7,021 1 7401 1 6437 1 8643 1 97,R94 2 I-3 1'-01 Sfi%'-0' 4 D 5 P-O' Sfi I1 6 11-0` 9-e 11 3 1 11" 5-5- la BAR TABLE 2-4 11" S-5' 10 BAR SIZE (D THEORETICAL DIMENSION. 4 1 11" S-5" 11 A i4 4 BRG 1 PT �—SYM ABOUT 2 6 3 I I" S-5" I7 D i4 0 QUANTITIES SHOWN ARE FOR BOTTOM GIRDER 4 SPAN 0 11" 5'-5" 11' G i4 FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR 5 1 11" S-5" 11 H id GIRDER SLOPE. 2 6 3 11" S-5" I7 4 111 S-.r 11• M i4 Q CONTRACTOR'S INFORMATION ONLY. 6 1 1), S-5" 11 OA 75 O REINFORCING STEEL WEIGHT IS CALCULATED USING 2-4 l l' S-5' 11 l T Ia AN APPROXIMATE FACTOR OF 2.3 LSSISF FOR SLAB. DEAD LOAD DEFLECTION DIAGRAM 5 11` S-5" 11 7 1 6 3 111 5'-5" 1'-0 OS SEE PCP HAUNCH REINFORCING AND SPECIAL DEFLECTIONS SHOWN ARE DUE TO CIP CONCRETE SLAB 2 11` S-5" 1'-0 GRADING DETAILS FOR ALL AREAS WHERE ONLY(EC=5,000 K51).CALCULATED DEFLECTIONS SHOWN 4 1l' S-5" 11-T MEASURED HAUNCH EXCEEDS 316". ARE THEORETICAL AND ACTUAL DEFLECTIONS MAY BE LESS. 5 1)" S-5" 11 DEFLECTIONS SHALL BE ADJUSTED BASED ON FIELD B 16 2 1)" S-5" 1'-0 © SEE IGMS FOR REINFORCING DETAILS. OBSERVATIONS. 3 ll' 5'-5" 110T (FOR DEAD LOAD DEFLECTIONS SEE FRAMING PLANS.) 4 11' S'-5" I'-0 Q7 ADDRIONAL REINFORCED CONCRETE DEPTH OVER 5 11' 5'-5" 11/' CAP 15 SUBSIDIARY TO DECK SURFACE AREA PAY 9 1-4 i l' 5-5" 11" ITEM. 1 I1' 5'-5" 11 W 10 1 1'-0' 5'-6" 10 ` 2 6 3 1'-0' 5-6" 11" 4 1'-0" M5-6 10 II i 10 " 2 6 3 I'-0 10 4 F0 • 10' 12 I 1'-0 10 " 2 6 3 1'-0 10 r 3 SEJ-M(4') CONST JT OR CONTROLLEDs'..�F,T Tffi�/ JT AT FACE OF STEM �f INV-T BENT THICKENED SLAB CONTINUE DECK REINFORCING I /.� s Y •.d.. «�+• W i.'.:................... REINFORCEMENT NOT THROUGH CAP AREA.SEE NV- BENT SLAB REINFORCEMENT i A../i 1 1 1 f i cwxc Kul mxc i SHOWN FOR CLARITY DECK DETAIL5 6 PCP FOR NOT SHOWN FOR (TYP) ADDITIONAL RENFORCEMENT I CLARITY(TYPJ P..•'•.•••.KKxi•..•'•.� ...n �� e.^^^• A AT 6` T AT 9` NOT SHOWN 1114, 4f(�� Cp,¢i 1 MAX 1 MAX; 1 1,\\\\r .*..� O O MARCH I 202. ��Y© 6 CONST JT �Y© Vf PREFORMED W© DOWEL DD— W© 1 BITUMINOUS "NOT FOR CONSTRUCTION" a ill x 1'4" FIBER MAT'L --T-- - - ---_-� -—- PARK BOULEVARD EXTENSION 4 GIRDER INV-T STEN GIRDER GIRDER /NV-T STEM GIRDER SHOWING EXPANSION JOINTS SHOWING CONST JTS OR CONTROLLED JTS REINFORCEMENT OVER INV-T BENTS BRIDGE NB DECK SECTION KCS RAILROAD OVERPASS 5OF5 HALFF a�,�9.rKx=�.aa, rei lxssle.a�sn �■� vAK lz.pnames rmeFlRM sa.x cPM snernzx cra vlvzozz corlrnAcr Na _ SHEET 223 oY 488 ------------------------------------------------------------------------------------------------------------------ e� 15.1906" 15,19,06" tSKEW "906' SKEW SKEW 280- / Q CL-PARK 00 281.00 282.00 N93"SS26"W_—_—_—_—_---_---_—_—_----_L_ ______________-_________1__-----_— -- BEGIN BRIDGE F E F OA(TOP)-S-0'LONG, BENTZ P(BOTT) ABUT 1 BKWL D(BOTT1 E GDR 1 SPACED BETWEEN STA 187+08.00SEE PCP ENT 3 H STA 21 8.00 / BARS A AT OVERHANG r GDR I STA 282+38.00 NON FACE OF / THICKENED SLAB TY RAIL , END.SEE IGTS FOR WITHH CLF-RO r BARS G,H.J.6 M THICKENED SLAB ¢ $3 SEJ-N(0) T(TOP) END.SEE 1GT5 FOR " / w o BARS G,H,J,6 N SEJ-M(a) o w o r Spµ 1 l ¢ / OR CONST IT CONTROLLED JT SPAN 1 FACE OF INVERTED r NO M FACE OF 1 T STEM TY C221 RAIL / l G(TOP)6 H(BOTT) / G(TOP)6 H(BOTT) 1 / h WITH CLF-RO )_—_—_ A_(TOP) -______—_________ l A?DPI l / PGL ^~ a --------------------------------- -—-—- -- N SS-EJCP—+/ _ 4 I _ _________—_—__ ______ I BS-EJCP D(BOTT) Q GDR a OA(TOP)-5'-0"LONG, E GDR 6 L P(BOTT) s 7 END COVER SPACED BETWEEN SEE PCP BARS T 6 D(TYP)/l BARS A AT OVERHANG r 8 #-7Sy • BARS A AT 9"MAX SPA _ /00.000' r 730.000 / 230,000 �q\1 GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS S,CONCRETE STRENGTH Pc=4000 PSI ::......... � nwxc Dull r�oxc E...:.................:...i 2. FOR GIRDER BEARING PAD,MISC.SLAB AND THICKENED SLAB END DETAILS11 NOT SHOWN SEE BRSM,IGD,IGES,IGMS,IGND AND IGTS STANDARDS. F1�4�.!L'EH5E�f6' Fn.e '"' c U v 3. SEE PROF STANDARD FOR DETAILS AND QUANTITY ADJUSTMENTS IF THIS (1111` A �� r""�r OPTION IS USED. PLAN 11.. MARCH I 202. a. FOR SEALED EXPANSION DETAILS NOT SHOWN,SEE STANDARD. FOR SEl-M QUANTITIES NOTOT SHOWN SEE ESTIMATED QUANTITIES SHEET. R 5, DEFORMED WELDED WIRE REINFORCEMENT(WWR)(ASTM A1064)OF EQUAL "NOT FOR CONSTRUCTION" SIZE AND SPACING MAY BE SUBSTITUTED FOR BARS A,D,OA,P OR T UNLESS NOTED OTHERWISE.PROVIDE THE SAME LAPS AS REQUIRED FOR - .,.e. REINFORCING BARS. JL 6. FOR RAIL DETAILS NOT SHOWN SEE TRAFFIC RAIL TYPE C221 WITH CLF-RO. PARK BOULEVARD EXTENSION 7. FOR GIRDER LAYOUTS SEE FRAMING PLAN SHEETS. 4 1 B. ALL REINFORCING SHALL BE GRADE 60 STEEL. • 9. PROVIDE BAR LAPS,WHERE REQUIRED,AS FOLLOWS: EPDXY COATED -#4 T 7-5" 10.COVER DIMENSIONS ARE CLEAR DIMENSIONS UNLESS NOTED OTHERWISE, BRIDGE SB DECK DETAILS B KCS RAILROAD OVERPASS � 10F8 %■� HALFF x.AxPMKW000aLW,9UITE F eW RMLO.T%xeex12M1 TEL xu Mauro N, ■ ■ FM M�naaAe6 IBPE FIRM xFau cFM v1vAm (i{H N1eNmx ocosu EW CWTNACf Ho. wra i aREeT 224 of 488 -------------------------------------------------------------------------- 1do.osa(ARC) 116.161'(ARC) 121.869,(ARC) BARS A AT 9'MAX SPA r-s11' «y�. I 2a2016^ BENT BA 09-27'17" STA 287+67.I7 SKEW JJ BENT 7 288.00 90'OaOa—�/I _ 287+00 ------ _ STA IB6+46.00 -1�_—_— -- _ 269.00 OA(TOP)-S-O"LONG, I/ BENT BB �- SPACED BETWEEN ( STA 287+69.62 CL-PARK GDR] BARS A AT OVERHANG /I GDR 1 P(BOTT) D(BOTT) 'I SEE PCP 1 SENT 9 STA 288+90.00 THICKENED SLAB NON FACE OFF I I END.SEE IGTS FOR THICKENED.SLAB / TY C221 RAIL BARS G,H,J,&M / WITH CLF-Ro I I ENO.SEE IGTS FOR I { T(TOP) CONTROLLED JT BARS G,H,J,&M SEJ-M(d^) c g~ SEJ-N SPAN 8 T STEM I OR CONST JT / FACE OF INVERTED 1 G(TOP)&H(BOTT) l I m NON FACE OF G(TOP)&H(BOTT) m TY C227 RAIL I I - - / _ _—_— 1 _ T BS-EJCP _—____ BS-EJCP F Q { GDR 5 OA(TOP)-5'-0'LONG, (GDR 5 C SPACED BETWEEN PfBOTT) 2'END COVER D(BOTT) SEE PCP / BARS A AT OVERHANG o BARS 7&D(TYP) 102.701'lARGI , 126113(ARCI g C 118.05I(ARC) I t sf�w\\rF+1, f!::..................:.r.�y .,,w.. ...M,:w... s PLAN MARCH I 202. "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE SB DECK DETAILS $ KCS RAILROAD OVERPASS 40F6 2+ ■ ■ aew aArtaw000 ww,AUllE em ■■■ HALFF T.Lrl ■ ■ FAK�2�)>]FUSSS 1BPEFIRM M-S1R p cPM vieaoa aal v,v n E. 1182012 ni fAHYRAGT Ne. sHEET 227 of 488 S OVERALL 77-0' 27- T-0, ROADWAY I SW [CL-PARK NOR FACE FACE OF CURB NON FACE OF RAIL � OF RAIL = 1 y 1 ¢ y^ u, I PGL P(TYP) c t 1 MAX T rl A SPA 2.00% N 1 1.50% I OA(TYP) D(TYP) 1 I I u I I 4 GDR 1 O I [GDR 6 T END COV(TYP) I I (fYPI 4-TK54 GOR I 7-r (SEE FRAMING PLAN FOR GDR SPA ALONG CAP) rREDaencAL DIMENs(GN TYPICAL TRANSVERSE SECTION SPAN 2 .cww.0 xwc • E°sw.im ioeii ar.. I— a .m ��Q�,RLNSE L MARCH 1 202. 91 "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE SB DECK SECTION KCS RAILROAD OVERPASS s 20F5 ■ . HALFF . FAX.. (21 nrem.aF., ■ ■ FAx'�„'- -FIRN 12 cFN v,Nma ao, v+Nxaa -TR.. BEY 231 OF 488 3ra' OVERALL 17-0" 27-V 7'-P ROADWAY I SW I�Q CL-PARK NON FACE FACE OF CURB NOM FACE OF RAIL - OF RAIL a I I a I PGL P(TYP) o 'N t TAT 9" A I MAX SPA 7.00% I 1D50% OA(TYP) I I I I I 1 D(TYP) I I I < I _ I I < < I GDR 1 I 4 GDR S 7 END I I COV(TYP) I 7 a I I (rrv) 3'-P' 5-TX54 GDR I 3-6' (SEE FRAMING PLAN FOR GDR SPA ALONG CAP) z QI THEORETICAL DIMENSION. TYPICAL TRANSVERSE SECTION SPANS 6-8 ............. MARCH I 202. "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION BRIDGE SB DECK SECTION KCS RAILROAD OVERPASS 96 30F5 9 ■ ■ MA,VNtItW00001VD,-MR ■■■ HALFF rEP(214). R ■ ■ FAN 1211)),PYW6 1BPE FIRM M'i12 CF11 Y1N314! d01 0. ,H2(l02Y ESC 3I,MZPE r_vt.317fi'=7'-0'E co-- w.a sHEET 232 of 485 TABLE OF SECTION DEPTHS s ESTIMATED QUANTITIES SPAN GIRDER "X'AT M'AT "Z"AT 1 ITEM UNIT SPAN I SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7 SPAN H SPAN 9 SPAN 10 SPAN 11 SPAN 12 TOTAL N0. N0. C.L.BAG C.L.BRG C.L.SP REINF CGNL SLAB HPC CL S SF 3307 4135 3,351 3039 30I2 3823 3,577 1036 3252 3089 3513 3612 I/B67 1 1 1'-0' SB )0 O2 PRESTR CONC GIRDER x54 LF 387.71 745.47 391.37 355.66 353.64 559.57 522.87 590.10 380.85 362.05 113.00 423.57 5486.85 2 6 3 1'-0• S-e 10 CL 5 CONC HPC (SOWLKI I SF eal 910 753 658 653 816 730 1 880 1 716 1 667 1 755 1 895 1 9280 4 1'-0• SF 9 QO Q3 REINF STL I LB 1 1,601 9740 1 7.710 1 6,989 1 6,952 1 8,791 1 8228 1 9281 1 1,4 1 7,105 8.702 1 6,307 1 96194 2 1-3 1'-0" S8 11 4 6 5 1'-0" S-6" 11 6 1i l" S-6" Rix — 2 1 11^ s-s R to " BAR TABLE 2 11" S-S 11" BAR SIZE O THEORETICAL DIMENSION. 3 6 4 11" S-5" 11 • A l4 ¢BRG__-4 f;PT SYM ABOUT 4 1 11' S-5" 10 O 4'd O QUANTITIES SHOWN ARE FOR BOTTOM GIRDER ¢SPAN 2 6 3 11" S-S 10 G •4 FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR 1 11' S-S 10 " H M4 GIRDER SLOPE. 5 1 6 4 111' S-S 10 J W4 O CONTRACTORS INFORMATION ONLY. 2 6 3 11' S-S 10 M •4 6 1 1), S-S 11 OA 05 O REINFORCING STEEL WEIGHT IS CALCULATED USING 2-4 11" S-S 11• P W0 AN APPROXIMATE FACTOR OF 2.3 LBSISF FOR SLAB. 5 11" s-5" 10 T #4 DEAD LOAD DEFLECTION DIAGRAM 7 1 11" 5'-5• I1 OS SEE PCP HAUNCH REINFORCING AND SPECIAL DEFLECTIONS SHOWN ARE DUE TO CIP CONCRETE SLAB 2 )1• S-S 11" GRADING DETAILS FOR ALL AREAS WHERE ONLY(EC=5,000 KSI).CALCULATED DEFLECTIONS SHOWN 3 11' S-S 70 MEASURED HAUNCH EXCEEDS 3%". ARE THEORETICAL AND ACTUAL DEFLECTIONS MAY BE LESS. 1 II• S-5" 10 DEFLECTIONS SHALL BE ADJUSTED BASED ON FIELD 5 11" S-S /0 © SEE IGMS FOR REINFORCING DETAILS, OBSERVATIONS. 8 1 6 2 )1" S-S 11 (FOR DEAD LOAD DEFLECTIONS SEE FRAMING PLANSJ 3 d 5 )1• S-5" 11 O7 ADDITIONAL REINFORCED CONCRETE DEPTH OVER d 11• S-5' 11 [AP 1S SUBSIDIARY TO DECK SURFACE AREA PAY 9 1 II" S-S !0 ITEM. 263 11., S-S 11 • - 4 11" S-5" 10 " 10 1 1'-0" Sfi• 10 2 6 3 1'-O• Sfi 10 " 4 1'-0' S-6• 10 11 1 I'-0 5'-6 10 2 6 3 1'-0 S'-6 10 4 I'-0 S'-6 9 12 1 1'-0 5'-6 10 2 6-1 1'-0 S'-6 ' 10 4 1'-0 51-6 9 R i ¢SEJ-M(4') CONST JT OR.CONTROLLED ?��E_ •,E'1�1 JT AT FACE OF STEM �¢INV-TIBENT THICKENED SLAB CONTINUE DECK REINFORCING I +,.•� I•• . ...o.ryw.I REINFORCEMENT NOT THROUGH CAP AREA SEE INV-T BENT SLAB REINFORCEMENT �•••'•..................• 1p^" Im°,,.n` I I SHOWN FOR CLARITY DECK DETAILS 6 PCP FOR I NOT SHOWN FOR aw Nalc /e�r.�i.a n A..........e«z.......T.. I (TYP) ADDITIONAL RENFORCEMENi CLARITY(TYP) FF S ec�a:"° ;.•.w,, A AT 6' TAT 9" NOT SHOWN I I Fl�gk�!CENSE MAX I MAX I III SSbNM 7 MARCH I 202. y8 �W Y© 6 CI NST JT Y© W PREFORMED £ W© DOWEL DO- W© BITUMINOUS "NOT FOR CONSTRUCTION" •17 x 1'-6' FIBER MAIL GIRDER INV-T STEM GIRDER GIRDER INV-T STEM GIRDER PARK BOULEVARD EXTENSION SHOWING EXPANSION JOINTS SHOWING CONST ITS OR CONTROLLED ITS ©` REINFORCEMENT OVER INV-T BENTS BRIDGE SB DECK SECTION 8 KCS RAILROAD OVERPASS 50F5 FEL �.0 HALFF FR 2u P. WOOOB N.lU ExOD l(1 l.1n1lON MII 1 au7o p ■ ■ FAY D14)Ysaoun 1lPE FIRM YF-212 cPM vls9m2 as v.N2oax vlvmn . 11d•=1'-0wr coNnucr Ne. aN�. 234 OF 488 N zao m J �'•ti\ < �, _� ,`ry ti _ LEGEND: / y \(( �(I •'� y. y MAJOR DRAINAGE DIVIDE \ '/ '/ I'\ f /., , } j-• MINOR DRAINAGE DIVIDE EXISTING CONTOUR / f .- r i, �.x{ � ,. le � - I _ 1 -�' DA•I DRANAGE ARE4 NAME 1 1 I o sm I-,4 AREA IN ACRES 0. ^I \I ,flp (jl �pn^ 1•ti:_T -_� J� j } ' / '�' �^^.� DIRECTION OF FLOW _.< L• \C }• ` � l` ^g, • x, -.� 4 _; , ` NOTES: I.RAINFALL INTENSITIES BASED ON TAND TECHNICAL MEMORANDUM sly dL'` - II 'tl �I' �, /� / c PAPERYNRO OS DATED DATED. 16977 AND TECNNICAL ) .i � 4�rJ_`� f - i �/� �III, A 0.A 9 �l \� / -- Y 2.EXCLUDED I FROM TDRANAGETAREAS�7Y AREAS ARE N.T.M.W.D. >x� PROPERTY 11 111 , .o C-VALUES ARE BASED ON WEIGHTED COMPUTATION / Ke 1t5 ix'&�y USING THE FOLLOWING LAND USE VALUES( ^� x RESIDENTIAL 0.60 0;_ ROADWAY -0.90 ROADWAY W/IS'BUFFER 0.80 ��, \ F-Q Vs� 1 f / I'� S SoSp4_{sy'• f '. POSTURE W/30'BUFFER-O.7.TS yy�.-.. PASTURE-z0.40 0. W Cs ay - cP� j INDUSTRIAL 0.90 WOODS- RAILROAD AREA 0.50 40 L - •• \: l`:. F /l/ uF AREA Te NTERErrr wa � ;_ GA NAME I-) o a, P�WM Ic1q 5 An, = DA-6 116.70 0.01 10 7.00 511.03 OPEN(TREATMENT _ \�� y � •y ' /�/v t�i to ; sse� L ^'JE,I� - ao.Wr CAD FACILITY AREAS /� '` J 2 n`>•/` s - u 10.99 0.40 W TO BE CONVERTED ��/ ' ao2 0.30 t1 J TO CLEARWELLS -_- WITH CONCRETE ROOFS / ///��8` sl I }� �� 5.. o.00 IN THE FUTURE AREA Te INTENSITY woo oA rare I-) o (min) ("W1 (c1W) z r ( Owl 11.11 0.50 10.00 7.00 27.41 C.L.PARK BLVD y C.L.PARK STA 282-02.88 -SWITCHING LEAD STA 4100*29 _ ( 5.05 o'. ' J -G 8.06 0.30 II0.29 I _ y ?OB-I OSi 10.0 70/ 0.07 11.11 7.00 M S - _ 2.02 0.90 7.66 0.50 WYLIE LAKES FtP .,'.. u`,3- � =4_ f .PHASE 1A - / y .,u"� / ,.sp�?s� �•i�� u`Irys� tD� -C.L.PARK STA 288 34 78 _ eeslrY01e xz.a AREAS OB 1 AND OB 2 " THAMR M.WEAVER KCS MILEPOST TI99.50 GREENVILLE SUBDIVISION 11 m 0bk DRAIN UNDER THE BRIDGE. T 4i `�- uezac SEE STORM AND GRAD SHEETS 6' e.x7 I KCSR MAINLINE STA 4102+24 4 o v; oOeniA uoaAF m'�' M�P.,w; FOR ADDITIONAL INFORMATION. T} i- p �ENSf ? Pvctim Att.THPF1S CoA E�m F uz 08-2 KCS�` - INTERMODAL NAL E 10.27 �JU T \CCSF�`IIRpPID r.�. \.i FACILITY F / i OR AGENCY APPROVAL ONLY \` NOT FOR CONSTRUCTION_"_ ceNTENNtp,%_ PARK BOULEVARD EXTENSION I wALr,� o DRAINAGE AREA MAP OFFSITE A � - u ■■ HALFF ,a PARNwooRxw.aurrE rO ' FRMw.7x nRSaacn $ .__.-. _ p ■ ■ FAX a'.) mM -FIRM-11 TMWarc , omwm un , _- a.o� TMw o.rc Nrwnm, rkc 1'�00' coNTRAOr NF. 35192 aNerr 237 OF 488 DMAP-03 • I SRI CULVERT 3 PROP.48"RCP 1.10 • �� A n ,m en 2aa ' - Y CULVERT VW VW 35 O �r�O HM2QONTA erxEM FEET PROP.8'x6'RCB 3C D 0 3E 0.75 3A LEGEND W 2D 3E 1.05 0.30 SR2 0.26 r 0.57 0.50 DRAINAGE DIVIDE rn �'' C.L.PARK DRAINAGE SUB-DIVIDE 255-00 DRAINAGE AREA NAME u PARK B VD -=-- 1.33 (� 240.00 15.1 AREA IN ACRES r v- ......� W„ ! 260. DIRECTION OF FLOW 2E 3F 3F 3D 3B 6A �__ z: 6-1 cif- NOTES. 0.48 �< 0.26 0.47 0.36 0.36 '22 Iqp =2 � i; 5.54 I.RAINFALL INTENSITIES BASED ON TECHINCAL MEMORANDUM NO TECHNICAL NWS HYDR DATED. .1977 ID44 % f ACAL PAPER NO.0.40 DATED..MAY.1961 Y < �,� �j et C•� 1'K.1: 2.N.T.M.W.D.OPEN TREATMENT FACILITY AREAS EXCLUDED FROM DRAINAGE AREAS. IIII 1�III�� Z I�II I.m EXISTING LAGOON BOUNDARY ROADWAY DRAINAGE C VALUES USED: BOUNDARY AT R.O.W.:C=0.9 BOUNDARY 15'OFF R.O.W.:C=0.80 BOUNDARY 30'OFF R.O.W.:C=0.T5 4.OFFSITE ONTO ROADWAY C VALUES USED. INSIDE R.O.W.:C=0.9 $ BUFFER STRIP:C=0.3 RESIDENTIAL:L=0.6 COMMERCIAL:C=0.9 R - EXISTING SPENCER LN J DRAINAGE AREA (WYLIE LAKES,2006) I ? I� E of (a I NOTE DRAINAGE AREAS FOR Y W �� ThIAo�'i:ua gl'e:ivir MicAW r'� BRIDGE DECK ASSUME ULTIMATE 6E V W PEI13A236 oo -IB 22 A b I + 6-LANE CONFIGURATION WHICH 0 iHAMR M.WEAVER of Aoc `m ritAo Epropc CONTAINS ALL'bRIDGE SURFACE 68 W W oolw,."�"WA"w "Enpnl 178276 niyxa i. 0.98 RUNOFF ON STRUCTURE. ` f(YCENSf�? Pra mAtt.THPELS EoAio gFEm IF712 p 1.33 6C 6C I co �' NAL E W 0.32 0.29 �, C.L.PARK BLVD 60 �co " OR AGENCY APPROVAL ONLY 1 1s6 �c NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION z PARK BLVD o 6F za5.gg w Q 6A 6D 6D 0.97 6H > •" Q 1.22 t.03 0.36 -1.60 DRAINAGE AREA MAP � CULVERT 6 ROADWAY,� N,A aa N PROP.1-10'x6'RCB F¢NWQPA HALFFa4 R1TWKw,oAo0.1o... Mw 6 FAl - 5.54 0 , .TwEPrtEE FAWroMI AFJI3 f Mw rmo:, ort an vmax, �. : ca4TRACT No. 35192 O BNEE 240 aF 4843 DMAP-O6 N \ \ 1.05 = r,onaON7AA e1:3L8"Tr \\ C.L.PARK BLVD U) - 7_1 \\ LEGEND 1.51 aoo`o- - 1 - - -----� DRAINAGE DIVIDE z `. 90,00 DRAINAGE SUB-DIVIDE 6G " 1.56 7C NOTES: Dq-1 DRAINAGE AREA NAME 76 I.DRAINAGE AREAS FOR BRIDGE DECK ASSUME ULTIMATE - I5.1 AREA IN ACRES A 1.07 6-LANE CONFIGURATION WHICH CONTAINS ALL BRIDGE SURFACE T RUNOFF ON STRUCTURE. 2.DRAIN GE ARES FOR EXISTING DIRECTION OF FLOW C7 INLETS TO REMAIN AT EOUAL TO NOTES: OR LESS THAN THOSE IN THE RECORD �~ DRAWINGS BY PAWA-WINKLEMAN 6 6H 70 ASSOCIATES 11987I. I.RAINFALL INTENSITIES BASED ON TECH KCAL 0 1°60 . MEMORANDUM NWS HYDRO-35 DATED.JUNE.1977 08z 3.AREA 7-1 INCLUDES INTERIM OPEN Z AND TECHNICAL PAPER NO.40 DATED.MAY.1961. AREA BETWEEN EB! WB BRIDGE Z STRUCTURES,AND DRAINS TO 2.N.T.M.W.D.OPEN TREATMENT FACILITY AREAS PROPOSED DROP INLET O/S-2. EXCLUDED FROM DRAINAGE AREAS. y 3.ROADWAY DRAINAGE C VALUES USED. r BOUNDARY AT R.O.W.:C=0.9 J 7J I BOUNDARY 30'OFF R 0 M.,C=O.75 4.OFFSITE ONTO ROADWAY C VALUES USED: INSIDE Runoff BUFFERR STRIP,D 07 Dreinaga TC 1100 Area `.oax 0199 RESIDENTIAL,C=0.6 Area (min) (InflR) (acre{) `e We) COMMERCIAL.C=0.9 IA 10 8.74 1.33 0.65 7.6 1 B 10 8.74 1.33 0.67 7.8 Drainage Te 1100 Area Runoff Q100 1C 10 8.74 0.75 0.90 5.9 Drainage Te 1100 Ana Runoff Q100 Area (min) (in/hr) (a-) Coa1f' (eft) 1D 10 8.74 0.86 0.72 5.4 Area (min) (INhr) (aerot) Coax' (cfa) 4A 10 8.74 0.39 0.90 3.1 1E 10 8.74 0.69 0.75 4.5 DVWY 10 8.74 0.35 0.30 0.9 4B 10 8.74 0.78 0.75 5.1 1 F 10 8.74 0.81 0.75 5.3 SR7 10 8.74 1.10 0.61 5.9 ,Apr .03-1 M Ml Wurcr, PEW138136^n 03-IK-]2.AI¢rs4ov Ai MANIfl MNEAVEF• ^fa,eeled 4^cume^t with^u,proper 4C 10 8.74 1.59 0.71 9.9 1G 10 8.74 0.83 0.75 5.5 SR2 10 8.74 0.57 0.67 3.3 138236 ¢ ^^,T6°.u^^R, n,po^,Teen^W^ ru 4D 10 1 8.74 0.96 1 0.76 6.4 1 1 H 10 8.74 0.96 0.70 6.5 F •^vU�v¢uv4er Ne Tuu Enyeccr.s ��ENSE�?� Prect An.TBPEIS E�necrwx Fvm WP-ill NAL E 4E 10 8.74 0.80 0.80 5.8 1J 10 8.74 1.00 0.90 6.8 SA 10 8.74 1.22 0.90 9.6 aF 10 8.74 1.18 0.79 8.2 1K 10 8.74 0.62 0.80 4.4 68 10 8.74 1.33 0.90 10.4 " OR AGENCY APPROVAL ONLY $ aG 10 8.74 1.10 0.80 7.7 1L 1 10 8.74 0.67 0.80 4.7 6c 10 8.74 0.61 0.90 4.8 NOT FOR CONSTRUCTION" 4H 10 8.74 1.36 0.75 9.0 6D 10 8.74 1.39 0.80 9.7 4J 10 8.74 1.14 0.80 7.9 sA 10 8.74 1.85 0.81 13.1 6E 10 8.74 0.98 0.85 7.3 PARK BOULEVARD EXTENSION 2B 10 8.74 0.84 0.90 6.6 6F 10 8.74 0.97 0.80 6.8 1 4. 5A 10 8.74 1.40 0.80 9.8 2C 10 8.74 0.58 0.81 BG 10 8.74 1.56 0.87 11.9 990 6 87 0 74 0. . . 58 10 8.74 1.35 0.80 9.4 2D 10 8. 6H 10 8.74 1.60 0.86 12.0 5C 10 8.74 0.99 0.87 7.6 2E 10 8.74 0.76 0.90 6.0 � 5D 10 8.74 1.04 0.85 7.7 7A 10 8.74 1.05 0.90 8.3 DRAINAGE AREA MAP 3A 10 8.74 0.30 0.88 2.3 ROADWAY 5E 10 8.74 0.71 0.90 5.8 7B 10 874 1.07 0.90 8.4 . s 3B 10 8.74 0.38 0.90 2.9 "P 5F 10 a.7a os1 0.6o B.a 7c 10 e.74 0.14 0.90 1.1 ■ ' HALFF ARx �w.W�H 3C 10 8.74 0.75 0.73 4.8 ■�■ FNisco.rx 7W3>aa., f pu"sum 5G 15 7.52 1.44 0.67 7.3 70 10 8.74 0.82 0.53 3.8 ■ ■ cnzpu�namcA TePeFTnM.F1 a 3D 10 8.74 0.36 0.90 2.8 5H 10 8.74 0.49 0.90 3.9 - a3^T-, c. n1 00 ' 3E 10 8.74 1.31 0.80 9.1 - 3F 10 8.74 0.73 0.90 5.7 � a,. 35192 WIEEf 241 of {99 DMAP-07 ti Z 4 N: J 33 Q $ I 41 a.�g 0 Z 4 Fa « YYS : S�dSRRwikmoW5R : � z RR«RRRRmSSS11b � s ' a0 Z Z = a o IN 'e 'o 'o '� ' m6 �-y Q� W8 y F� ass �V W ©i L S a 3p J L i 7 $B • � R� � RR � � R3 4RRS � RBS ^'�3b WO Q W J as �W c�LL m J Q ' �s3 �� a F z � = + r 3 J O le go : e10 aa � � � ' ~ a `z OZa W c s - a ■■■ a , gpasaaxsaRsna � saagRaassaseRsaBs � sa � e . + Z - e o. Q Z P R m - n + e + 3�Mar J 0 Q >� 5� R ea'n m L 0 sdHu U U sse ecid88aa "aaaaaas `s ,b3'" w0 C7LL s s e a o a � . o . o e ao u�iQ W Z o � Zu4c Qa 2T 23d m - � 8 8 ti H IL (� � o �_� � . � R � t ., tip • - { = RRR W � 8 8 olw � Z $ < � R �888Sx � masRRREteResSisBoRxp88 « $ 8 $ 6 g s C - oC ae H H . ze � � s8 $oBmg � sR � o � Yssq :agaess. � seggoso $ 8s . asHH888asasHssHasasa d f o8d $ $ $ 88ssaaassaa — 0 d d 8 8t: 8 8 8 8 a S 8 R a a 7 8 8 8 8 8 ' . 888888888X'8k RSi°. Rs! 888888H SSSB � H $ $ 88 $ R ,. a 6 ci i o S a 8$R w a �'$ Y 8 R 8 8 'e R a 6 a A 8 R R R g R H s g 8 8 6 � o e C o e s $ 8 8 f € e e g f it 171 F > g s a T ? sassssassaaaaaaaassass O < IS 38ssRss:: Ba ~ aass - = aa - A ; ^ = zg � � � sa8 - MA a 5;1 Y '094!N MX N011 !pd t t�l f3TM 91MP Ri 14'q'C ZMAIIC 169 o_ ®_ wnmffurl o_ _ KTMM mm a HYDRAULIC • o Ii r 1 I CAUT10N111Id LOCATION PRIOR TO BEGINNING CONSTRUCTION. NYLIE.L4HES I I- ' EXISTING STORM DRAIN TO REMAIN. + ® I'IVAlH.HAF`> I j� I LOCATION SHOWN IS SCHEMATIC IN NATURE I,I..KII III`. <.DnIIIUN 4 AND MAY NOT ACCURATELY REFLECT SIZE, 0 10 AT j HORIZONTAL.AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT VERTW—SI—In FEET i 10'PROP.TEMP.CONST.EASEMENT ____ 5'PROP.TEMP_CONSTyEASEMENT LEGEND —PROP.R.O.W. PRO _—__--� � I - - __ —__—__♦ __ __— ____—__— -- __—_____—__— PROPOSED STORM DRAIN _____ ___— _ P R.O.W. - T 71 PARK ,oT _ TC c31•U EXIST.STORM DRAIN fi TA ♦ I I '.._.'-'1'�--,._. —__—_ PROPOSED R.O.w/OUTGRANT ESMT. ONSTRU A MH p _ I CONNEQT E%.3J'RCP ' � TA i 441,C,L PARK yN� ------- EXIST.PROPERTY LINE LINE 6 8 B♦00 A LIN N --- PROP.EASEMENT N11— _—_ _ _ FL IB'=5'0.26 + r 24 RCP TA ♦4 IN ,p EXIST.EASEMENT Q I �1 I47 ILA H PROP.RETAINING WALL a+ TRUCT 60'wYE y PROPOSED PROTECTION STONE RIPRAP C.L.PARK BLVD --------2Ty♦00 N _ _�� —_ - 00 _---- --_— 274♦00 27 _— —_—_—_— 275♦00 --_---__---_---_—_ --_— PROPOSED CONCRETE RIPRAP 660E NOTESI SPENCER LN I s .�. 1.ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED •1 fU' 2.ALL EPROPOSED STORM DRAIN LINES ARE CLASS%1 AND 10-RCP UNLESS OTHERWISE NOTED. J OTH PIP ERWISE NOTED.SDDING MALED SU9GL BE R DE UNLESS WILL w I W SS TA ♦ ♦4 LA H PARK PARK BLVD 4.REFER ETO LROADWAY GRADING PLANS AND CULVERT v AROUND 'Z HEADWALLSEINLETS,DITC ES SAND OTHERG DRAINAGE FEATURES. - 5.FOR CURB B INLETS 14'ORS GREATER CONTRACTOR II ALL NOT NNECTRUC U WALL ABOVE W L-_—__—__—__ _—__—__—____.—__—__—__—__—_.—__—__— — AA TERAT RONNERC�TION. PROP.R.O.W. '� fL1L POOP ROW -- ---------�---- 6 E A I CONNECTIONS LL LA L TRUNK LEE WYE NNECT �c+• - ,^ + ARE 6O UNLESS NOTED OTHERWISE.MANHOLE V/ POSITION SHOULD BE ADJUSTED AVgD PIPES INTERSECTING MANHOLE CORNERS.. ��4`.l �• , T 14. P RK T.PIPE SIZE CHANGES OCCUR J LINEAR FEET UPSTREAM PT STA J♦14.99 U U I L H OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY Taa., TIC=5J4.76 ENGINEER OF ANY ADJUSTMENTS. INVESTMENTti S.CONTRACTOR SHALL USE FILTER FABRIC ON ALL u( PROTECTION STONE RPRAP PER T%DOT STANDARD II.I II SRR. 9.WHEN STORM LOCATED WTHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL 1' COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12'ABOVE THE TOP OF PIPE ELEVATION AND i THEN INSTALL PIPE WITH EQUIVALENT BACKFILL o - _ __-_. __ 1 __ _ PROPERTIES. n:n 55E SSQ. 5 a. _545 JY.S ..... 1`, I autlwriasE Ay I I,—,Ml—d Weaver .......... <............ «.......... R PHIIJYlld on 03 Itl 12.Allcral- - x o7 AMR M.WEAVER ola a4d d« In p pc H p ISB236 W �uW d A cT bl 540 J ..... �Af 7iCE NSf�1'" Racun Aa11NPL:IS lr6 neervg Fimi,IF 112 ♦ �i.,0. .........N♦ .... v O NAL F ^ !� n E%GRADE w OR AGENCY APPROVAL ONLY 535 PROP.GRADE 535 NOT FOR CONSTRUCTION" o --- — y#( ---- ,,LL ^— PROP.100-rR HGL ¢.53Q '� -- -.-_ ABANDONED INBPLA4E� 1B'.RCP W 1:98% .......... 53 SYi � ._- 24_RG � Q PARK BOULEVARD EXTENSION -- 2q•RCP a 1.6- _ .w ___-_ 100 .a _ B 11 9 QFS L� ------ .wL ( pplIoo Z��p�p5 SF oa>.zte_e.zie.T .... ...... ............ _.... __ _...._... ___... .__.. 525 525 a 0100=23.7 CFS��(BY o 4 ER4 } iF 0 amy FT/FT V 6.72 FP V SF=0.01101 FT/FT FL -524.5♦/ J V 7 5w fPS V2/2G 0.71 7 FT F•' V T.56 FPS V2/2G 0.89 FT 0CAP 1467 CFS V212C=0.B9 FT E;%.6'F M SS OCAP 71.59 CFS b2Q.. OCAP.=28.42 CFS FL=525 2./ _.. ...__. _.... _ 520. DRAINAGE PLAN/PROFILE • m STA 271+50 TO STA 276+25 EX.5-Ss m 515 FL =515.4 515 ■ ■ "m PARKwoaoN w.eurtE lm HALFF fR b. n10NNn a ■ ■ FMp,111]Y4AW TWPE FIIW KJ,= a LINER6 B _ Tsar WW 35192 7+00 8+00 y CONTRACT HI. K" ,HEFT zts age STM-24 li iASE40'PROP.TEMP. NENT��' I CAUTIONIII �ROAOw� \ UNSTUIEMENT Iti EXISTING WATERLINES IN THE AREA.WATERLINE P�i� ----TARS I Iw LOCATION SHOWN ARE SCHEMATIC IN NATURE i N VESTMENTS AND MAY NOT ACCURATELY REFLECT SIZE, n_,RH 'LL1 - LLC I HOR120NTAL,AND/OR VERTICAL LOCATION. PROP.RAILROAD o 5 +a THE CONTRACTOR SHALL VERIFY THE EXACT /20'pppp, CROSSING AGREEMENT LOCATION PRIOR TO BEGINNING CONSTRUCTION. \ veRT CONTACT AFFECTED UTILITIES AT LEAST IB ROADWAY Iru 9f.HE"FEET EASEMENT 5'PROP.,I HOURS PRIOR TO CONSTRUCTION IN THIS AREA. PROPOSED CONCRETE DRAINAGE\ (1-800-DIG-TESSI ToEM P EASN I''� FLUME AND SLOPE PROTECTION. SEE SHEET GRAD-16 FOR LEGEND STA 280-05.60.49.00'LT,L.L.PARK ADDITIONAL INFORMATION. � P.I.CONCRETE RIPRAP ----- PROPOSED STORM DRAIN ----_?--.-- —�. - t�Y_.. EXIST.STORM DRAIN 00' Q -- -----— PROPOSED R.O.W/OUTGRANT ESMT. EXIST.PROPERTY LINE PROP.EASEMENT n I 1 N / _ EXIST.EASEMENT pippp N PROP.RETAINING WALL PROPOSED PROTECTION C.L.PARK BLVD + / — PROPOSED CONCRETE RIPRAP 277,00 278-00 - -- - 280-00 281 W S. - --__ 0 1 EL DIMENSIONS TO FACE OF CURB UNLESS NOTE ti 2.ALL PROPOSED STORM DRAIN LINES ARE CLASS III m I PARK BL Y D / e AND 18'RCP UNLESS OTHERWISE NOTED. tT.-7. 3.ALL PIPE BE SHALL BE CLASS B UNLESS I OTHERWISE NOTED. .SHAPED SUBCRADE OPTIONS WILL u ro I NOT BE ALLOWED. u N N.REFER TO ROADWAY GRADING PLANS AND CULVERT L:..�:-- LAYOUT SHEETS FOR PROPOSED GRADING AROUND 3.0—1 ' _ �. HEADWALLS,INLETS,DITCHES AND OTHER DRAINAGE FEATURES. 5.FOR CURB INLETS 14'OR GREATER CONTRACTOR 93.5 SHALL NOT CONSTRUCT SUPPORT WALL ABOVE STA 279*85.40,49.00'FIT.C.L.PARK STA 280*7T.SB. 5_0' _26_ LATERAL CONNECTION. W''"--- �;— — ------��_ P.I.CONCRETE RIPRAP 5q.p0'RT, ppOP.RAILROAD 6.ALL LATERAL AND TRUNK LINE WYE CONNECTIONS C.L.PARK CROSSING AGREEMENT ARE 60'UNLESS NOTED OTHERWISE.MANHOLE P.I.CONCRETE/ POSITION SHOULD BE ADJUSTED TO AVOID PIPES RIPRAP/ INTERSECTING MANHOLE CORNERS. _ T.PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM 115'PROP. OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY ROAS. DWAY / B.CONTRACTOR SHALL RUSE TFILTER FABRIC ON ALL EASEMENT / PROTECTION STONE RIPRAP PER TXDOT STANDARD ADWgy EASEMENT _�� _______ 9.WHEN STORM DRAIN IS LOCATED WITHIN THE AO'PROP.TEMP. SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL m _ CONST.EASEMENT COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12'ABOVE THE TOP OF PIPE ELEVATION AND �`_— -- THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. ._. -...... .... .. __._. - _.. _.. _ _. ......._..... _......_.. _.._.... ......... .._. OF / 'f Thc,cMa gon Nugacumcntvn autlwmw q Thurtir Micdael Weaver, w� � '» PBII1823A an 031823.Al,eration WEAVER ofaa«IrA q«umcu+wiWou,PmRr -y, 138236 ��I��nn+o We rc�pon�blc cngmc«u 0 W oft. unAu WLS Pnpn«ruy ... '. ..:_. ..'..... ,...... .�..._... i.......... .......-.. ........ ....... .......... ___._ _...-... .......... ......... ......... ......-. ............ _._ .._ Pfwv«Aa TBPF15 BnA ruy WF-31 f IiCE NSE�?r" Fvm 3 NAL E .......... " OR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" NO DRAINAGE PROFILES THIS SHEET PARK BOULEVARD EXTENSION ..... _ .. - DRAINAGE PLAN/PROFILE STA 276+25 TO STA 281+00 __ _...._ ....._. .__. _. -__..... .......... _ __. _. _... _..... _ mom FPAWHveo�i.aexw.eulre em _. :■: HALFF x,alA,g�3 g ■ ■ FA%Ix1q 1AOOKg TBPE FIRM WJtx TMW,Mw =cu R'AAQ�1 TMN re vmmt l,� w COMRICTHP. ue 35792 MEET 277 CF 488 STM-25 '40' __50'PROP.TEMP.CONST.EASEMENT .I AS .T r __ CONST.EEMETEMP N _ �------ ry \ 0 10 t0 M a0 OMO—T® u' I \\ VERTK-!GALE IN FEET tO STA 281-07.16,54.00'LT. C.L.PARK a� H STA'282h66.57,54.00'LT.C.L.PARK P.I.CONCRETE RIPRAP PJ.[ONCRETE RIPRAP 5.0' 1 PROP.RAILROAD CROSSING AGEFEMENT — 5.0', — STA 282+91.39.49.00'LT.C.L.PARK LEGEND --^�_—__. -3.0' P.I.CONCRETE RPRAP ----- PROPOSED STORM DRAIN 26• STA 2B1+33.16,54.00'LT,C.L.PARK 20 26� __PROP pOADWAY EASEMENT PA.CONCRETE RPRA _ _ --- _. _ -- ----------- c. ram_ _ _. -_ —_ __ _ _ EXIST.STORM DRAIN 100 - - ' ' -- �+' PROPOSED R.O.W/OUTGRANT ESMT. i' STA 28+46.57,54.00'LT,C.L.PARK I - I ---'- -- - " - P.I.CONCRETE RIPRAP I �T� - ------ EXIST.PROPERTY LINE _ PROPOSED CONC ETE DRAINAGE ---- PROP.EASEMENT 8 m I I ADDITIONAL INF017 FOR PROTECTION. y m + - EXIST.EASEMENT m FLUME AND SLO i SEE SHEET GRAD R`AA710N PROP.RETAINING WALL _ oopp 3 . - I Ex.R.O.W. L.L.PARK BLVO '� ♦ - g-+i-__ N PROPOSED PROTECTION _o. ¢I I 283.00 2814.00 __ 2BSa -- .Q STONE RIPRAP F'a ¢ 2B2`00 — __ _ —�_.�--.--- 00 F' PROPOSED CONCRETE RIPRAP rv. _T- _ 4p;� I PJp 282+ETE RPRAA RT. ___- + -- y 00 —I _ z _. _- - —_i vl C.L PARK �r- _ NOTES. {� 1.ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED x I a AJLVD OTHERWISE. /� �/ F I PARK "'- 2 ALL PROPOSED STORM THE WILINES NOTED. CLASS III I I m 3.ALL PIPE BEDDING UNLESS SHALL BE CLASS B UNLESS OTHERWISE NOTED.SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. STA-282�6A9F6•.00`47,O.L.PARR -''� 7 _ ___ -- _ 4,REFER TO ROADWAY GRADING PLANS AND CULVERT P1 CONCRETE RIPRAP - --- — -- __ SHEETS FOR PROPOSED_._+ ... --s '— - _—_ LAYOUT WALLS,INLETS DITCHES AND OTHERG DRAIN AGE UND E%R.O.W. --__— __ HEADWALL . STA 2B I+OJ.SB.54,00'IR T,C.L.PARK - 31' - -- FEATURES. 3.0' 1 l.� ---- -------- — 5.FOR CURB INLETS 14'OR GREATER CONTRACTOR 2 P.I.CONCRETE RIPRAP] 20 — 5.0' --- .,_ T" ROP.TEMP.CONST.EASEMENT -----_—_ SHALL NOT CONSTRUCT SUPPORT WALL ABOVE PROP.RAKROAO ROSjIN AGREEMENT I — LATERAL CONNECTION. STA 282-69.55.49.00'RT,C.L.PARK It R, '� 6.ALL LATERAL AND TRUNK LINE WYE CONNECTIONS STA l82.36.99,54.p0'pT.C.L.PARK i P.1.CONCRETE RIPRAP I.0 ku -I�. ARE GO'UNLESS NOTED OTHERWISE.MANHOLE 11 0 E I� POSITION SHOULD BE ADJUSTED TO AVOID PIPES P.I.0 N RETE RPRAP INTERSECTING MANHOLE CORNERS. Im 7.PIPE 512E CHANGES OCCUR J LINEAR FEET STREAM OF WYE CONNECTION.CONTRACTOR SHALL NOUPTIFY I I ENGINEER OF ANY ADJUSTMENTS. B.CONTRACTOR SHALL USE FILTER FABRIC ON ALL R PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR.______ —————I— 40'PROP.TEMP. 9.WHEN STORM DRAIN 15 LOCATED WITHIN THE CONST.EASEMENT I SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL I I COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12"ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. _ _ ......_........ ............ ..._....._. ._._......_.. ...._......... ............. ......._... qAGENCY N Thv a� avNo...... ............ . renER vta a m JiW lof' Pl—Act.TBPf Evyinuri�Fim iF-31x ENCY APPROVAL ONLY NOT FOR CONSTRUCTION., NO DRAINAGE PROFILES THIS SHEET PARK BOULEVARD EXTENSION tip _ _ DRAINAGE PLAN/PR FIL E STA 281+00 TO STA 285+50 a ■C w HALFF aurtE Aao oAWPARKY OODPL . RMOp.T%t00YB TEL a e,4+Aro . . FAX to 1]LWP6 TWPE FWW-2 TYW WAORON TMW immo1 ' uaauu. TIA1Y M1l WiN®1 NvaA. Tx�D, MR. CWIIUCTNP. 35192 .5 wNEET 278 of 488 STM-28 I 70 PROP,TEMP,CONS i,EASEMENT �/ 4Wl - PR P 7EMP HOW2oxT® ..• _.. /r—a.d.- «_-- ..T ` CONS.EASEIAC PROPOSED CONCRETE RIPRAP --, qJ _—_ m----- - - MIN.2'OIMENSION FROM EDGES OF I i y� 3 0 ss® BRIDGE COLUMNS AND CRASH WALL i/ QI h/ VEWTIrIIt YJAE NFEET —___-- PROP.TEMP.•CON—EASEMENT -.--------------- T L}�)` " bP�tAILitOAO CROSSINL 4GREEMENT / !/ / I PROP.POADWAY EASEMENT - — S — —_— DRAIN ,� LEGEND �a'f PROPOSED STORM MN0200EMENSIONRE ROM�DGES OF of PROEXIST.STORM DRAIN 1 W ----- PROPOSED R.O.W/OUTGRANT ESMT. RAP LINE P - w EXIST.PROPERTY BRIDGE COLUMNS AND CR45H WALL _ ---_ PROP.EASEMENT r � p R.O.W.) I• r S z -- - - EXIST.EASEMENT w & 287.00 O P.B E I PROP.RETAINING WALL ________— 289.00 O1NBCSRIADSF WALL S PROTECTION I N2 EI STONER PRAP PROPOSED CONCRETE RIPRAP .--- __ a _ w __ NOTES TO FACE F CURB UNLESS NOT � _ -. �•-. PROP BENT•9 29 y , % _ ' 1. •DIMENSIONSCE 0 C B E NOTED NO CRASH WALL. ION SB SIDE) _ — — ....-«.b-.-.. 4'¢ a i OTHERWISE. PARK BLVD ALL P OPOSED STORM DRAIN LINES ARE CLASS pl ..4 / .. HA A OPTIONS WILL _ ED 3.AND PPE eE DOING SS OTHERWISE CLASS TB UNLESS '. —_—_— _ _ t � OTHERWISE NOTED.SHAPED PED SUB GRADE DE 0 0 S 1 DROP,RAILROAD CR0551NG AGREEMENT- - � — _ -- ..._. _ _ _ - <� I I E T DITCHES AN OTHER DRAINAGE Y ___--__---_ NTH*' �i � I ! r'.t..y.. l � pW _ NOT BE ALLOWED. ADING PLANS ND UT EASEM X R --- __ 4.RAFEOR TO SHEETS REASWAY GRROPOSED GRADING AROUND a' yLw-'� 5.FOR T RES CURBSINLETS INLETS. A'OR GREATER CONTRACTOR - _ SHALL NOT CONSTRUCT SUPPORT WALL ABOVE _. R A5 NAi OIJP1 !, ! ' ( / •� I�I M n l PROP,R.O.W - ATERAL CONNECTION. GUARD AP.MORY BO Iri _ ♦ w 6.ALL LATERAL AND TRUNK LINE WYE CONNECTIONS TE 30'PROP. MP.CONS T.EASEMENT _ ARE 60•UNLESS NOTED OTHERWISE.MANHOLE �� —'--.._— POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTERSECTING MANHOLE CO HERS. 7.PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. I .. &CONTRACTOR SHALL USE FILTER FABRIC ON ALL Ir PROTECTION STONE RIP AP PER T%00T STANDARD SRR. 9.WHEN STORM DRAIN IS LOCATED WITHIN THE I / SUBGRAOE TREATMENT ORK MANIPUL TION SHALL E I COMPLETE ALL EARTHWORK MANIPULATION O A POINT ABOVE THE TOP OF PIPE ELEVATION AND / I THEN PIPE WITH EQUIVALENT BACKFILL P S ROPERTIES.RTIES. r I /r F 's TTc ral• on Ni locum ^8 i i i �"y�,Epp'. 3B2Y1p6ygoun�� - •iH/,uIR Y.VE�VER' ;zlcy Aa�cnBt mlhoutpm 38236 Prxna 11,npP B08 rm8 WF)1 I i W i I vneoHcnu under We Tau ^rw i•Y�CENsf�d' P�PaFum - 2 OR AGENCY APPROVAL ONLY NO DRAINAGE PROFILES ........ .. ............ . ...... ..... THIS SHEET NOT FOR CONSTRUCTION" ..........._... ....................... ..._.......,. ....._....... .�..... ....._....:. ........,...... ... .............. ....... ......... ........ ....... ......... .............. ....... ... ................ 4... .......... .. _ .�.. . ,. PARK BOULEVARD EXTENSION i ....... _... STA GE PLAN/PROFILE, ;. s. DRAINAGE E 5+50 TO STA 290+00 ........ _. .... ....... ..... ...... ; HALFF "No ! FAAK Rta)i]G~08w5 T—F—Nd13 . ... 1 ,. .e.... �■ TMW A'Au'M1 IANY YMOlOIt Two Y,lo'I031 .ale 1'4U• CONfRAGTNo. un 35192 S ,:7 279 �488 STM-27 > �pNStEpSEMENT // — c I ------------ •� lo® tENP• � � —�--- .G, XHORINOFIrAL NLAIE NFHT OP. TEMP,CON$T,EISEMEN7—__ R XX® VERTKiLL0—NFEET LEGEND �— —- __--_ 2RETAINING WALL T — E%.R.O.W. —_— PROPOSED STORM IN EXIST.STORM DRAM PROPOSED R.O.w/OUTGRANT ESMT. I� I PARK BLVD O —-- EXIST.PROPERTY LINE CONNECT TO E%.1B'RCP PROP EASEMENT FL 528.50•/- LIP=533.00 - —_ - -- --: - - EXIST.EASEMENT C PARK BLVD STA 293 OA 95 RSTxCC ' Jy+ 297.60 '1 _ ---- '---- PROTECTION �+ 291.00 __—_ — _ —_—_� TA •II PARK PROP RETAINING WALL m LL PROPOSED PROT _ �� ' L — 29 STONE RIPRAP _ •[' /I TA . PARK --- <.00 F -- µ T4 17 PARK—`-- y I PROPOSED CONCRETE RIPRAP -.--_ — L_ .--.00 _-- d J 30 TA 1 PARK RCP - -. NOTES _ TA I. u P NN X. _ I ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED 9 - N I U INL N 1 __fi i SU -_ _ _ _ 7 7 P OTHERWISE. -- - CONNECT TO E%21 RCP x•.— r_ - - %• 2.ALL PROPOSED STORK OR1R1 LINES ARE CLASS XI _ TC 531.51' _ �'r,-- L..- —yr - AND 18-RCP UNLESS OTHERWISE NOTED. + FL $2Td-/-r } 9 10 00 _ _", 1.ALL PIPE BEDONG SHALL BE CLASS B UNLESS r— -T- - '— OTHERWISE NOTED.SHAPED SUBGRADE OPTIONS WILL �_ -' - �-',•—_ __—_•—__—__— --25' 11.00 --. - NOT BETOLLOWED. _ CONTRACTOR SHALL REMOVE AND 4.REFERROADWAY GRADING PLANS AND CULVERT —"" -- LAYOUT SHEETS FOR PROPOSED GRADING AROUND -.� �_,•.� REPLACE CT TO XI NECTING S SARI E%,R.O.W, --- INLETS DITCHES AND OTHER DRAINAGE •�'" ' - TO CONNECT TO EXISTING STORMDRAIN �--- HEADWALLS, GE FEATURES. COSTS GE SYSTEM.ALL ASSOCIATED RETAINING WALL 6 5.FOR CURB INLETS 14'OR GREATER CONTRACTOR COSTS SUBSIDIARY TO PLACEMENT SHALL NOT CONSTRUCT SUPPORT WALL ABOVE Q �I OF INLET. r 10'PROP,TEMP, F LATERAL CONNECTION. LLI I _ _ CONS T, 6.ALL LATERAL AND TRUNK LINE IS E CONNECTIONS I EASEMENT ARE 60'UNLESS NOTED OTHERWISE.MANHOLE OP.TEMP\` Z --- 70'PXIOP,TEXXP,CONS?EASEMENT ��`-"'�• POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTE30•PR `9 7 ---- r .._ I 7.PIPE RSIZE TCHn CHANGES OCCUR 3ING MANHOLE GLINEAR FEET UPSTREAM OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY Q ;}I I II:• �.J I ENGINEER OF ANY ADJUSTMENTS. B.CONTRACTOR SHALL USE FILTER FABRIC ON ALL 7 ? PROTECTION STONE RIPRAP PER TXDOT STANDARD L STIR. 9.WHEN STORM DRAIN IS LOCATED WITHIN THE ILL! "'I II• IW - SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL 0 1 COMPLETE ALL EARTHWORK MANIPULATION TO A I I Ii POINT 12'ABOVE THE TOP OF PIPE ELEVATION AND i THEN INSTALL PIPE WITH EOUIVALENT BACKFILL _ PROPERTIES. 550, 550 >< >< >< Y PROP.GRADE ... 5451. :.... ir.. .._.... ;. ;.. . ,. . ` <. `.._`ate ............ ,...._. 545. j � s: � 8P,`rrn:°�;w NY—, ... _ v J aa tMAWR WEAVER am Waaaa0a 1oe.uwo PT W Fn Ae Ne-E+ rvW IEPLLS In«rlry Fi.m lF)I3 xW r OR AGENCY APPROVAL E .. ........._535 FF NOT FOR CONSTRUCTION"ONLY CONTRACTDR'.TO VERIFY ;PROP.GRADE u v, F o E%.GRADE d.. — -- 530 PARK BOULEVARD EXTENSION FLOW LINE A.ADJUST u -- MIET DENiN AS N(LCESSARY 530.. _ 1_..._._ _. _ .......... .. _ ........ ................ _ .....,_. ...... EX.GRADE _ f Ex.21'RCS-P- W 0.60/ EX.30'RCP 0 0.60% 30 RCP EO l P ...... .525.. REPLACE STANDARD EMBEDMENT WITH __...._ ........_...... _ _.._.,... ._.___.525. CEMENT TREATED BASIC $LOPIE�KW 520....... — __.. .......-. ..........520 DRAINAGE PLAN/PROFILE STA 290+00 TO STA 294+50 71 • 515 515 i■i HALFF a DROP INLET OS-2 INLET 7p �i=,.,X,s,R°" FAx a,o maws TWR FXw sau TXM• AWAomI W9W9XX1 TXIW n A•XAAXX Fo�3'.�sin O' a CONTRACT N°. w 35192 a ----- I NHEET 280 of 488 STM-28 v.N i io m ao Wt a �rj� S-T • ... F-,�4-� XORIZOWTK EG1LE W FEFT PROP,TEMP.lot_,EASEMENT. --� o zE 4 7s to __---- VEIIIICaL vuc WFEET STA 9+ P RK _ LEGEND RETAINING WALL 7 NS UC 14• U INL A ip PARK TC 532.00 A +, Lp p -- — OSEO STORM DRAIN FL —__ __ Ex.R.OW —__—_-- .. .� EXIST STORM DRAIN PROPOSED R 0 W/OUTGRANT ESMT EXIST.PROPERTY LINE 7 /� ---- PRDP.EASEMENT Y < PARK BL D + - --- EXIST.EASEMENT "r Ot PROP.RETAINING WALL _TA 5 0 L. PARK _•' \\\ STONESRPRAP ED PROTECTION a I 0. ,0r 7A 6 0 00 C.L.PARK BLVD 298+00 L 299 00 Go L 1 295+ -_ _ INSTALL 30'BEND 29t+t0 297+ I PROPOSED CONCRETE RIPflAP __— :�Tp_'_—_ PARK _—___—_—_—_—_—_—_�___ _—I—_—c—_ ti A + ,L NOTES. 9 N CONNECT TO E%.18'RCP �' ) I.ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE. 2.ALL PROPOSED STORM TRAIN LINES ARE CLASS III STA 295.82Ic C.L.PARK STA 29+ PARK `[.� AND 1-RCP UNLESS OTHERWISE NOTED. CAP E%.19'RCP CONNE X. 3.ALL PIPE BEDDING SHALL BE CLASS B UNLESS to w SiA I.00.LAT TB E..,2•;p 1._ OTHERWISE NOTED.SHAPED SIIBCRADE OPTIONS WILL G ._,. a a•so i - _-- NOT BE ALLOWED. ------ 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND _ =INLCc,.TRACT"R _ HEADWALLS.INLETS,DITCHES AND OTHER DRAIAGE FEATURERETAINING WALL 6Ex.R.O.W. — " T 5.FOR CURB INLETS 14'OR GREATER CONTRACTOR IW01 EMP.CONTT.EASEMENT __�—___—T_ SHALL NOT CONSTRUCT SUPPORT WALL ABOVE • I—J LATERAL CONNECTION. T + PARK 6.ALL LATERAL AND TRUNK LINE WYE CONNECTIONS CONS U U INL �.. TA ARE 60'UNLESS NOTED OTHERWISE.MANHOLE STA 1+10.77,LAT 7B ��^"^"�' SHALL REMOVE AND POSITION SHOULD BE ADJUSTED TO AV01D PIPES S. TC 530.95 CONNECT TO 5 E%.I RCP REPLACE IB'RCP AS NECCESSARY INTE7.PIPE RSZETINGCHA GES OCCUR MANHOLE R3 LINEAR FEET UPSTREAM FL 524,95 TC' 2.91 TO CONNECT TO EXISTING STORM FL=524,4 8+/- DRAINAGE SYSTEM.ALL ASSOCIATED OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY COSTS SUBSIDIARY TO PLACEMENT ENGINEER OF ANY ADJUSTMENTS. OF INLET. WnL-fd AFI P:.2I I:.I B.CON TRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRO. 9.WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CGNTRACTOR SHALL COMPLETE ALL EARTHWDRK MANIPULATION TO A 3 POINT 12'ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. n CC U C,C ' , CpDpy� .. ......... .. .-.____ _`—.__. ._.t- ...—._n545.... ......... ..._- i 540 __... ___.. ThIi118]36 T�Jutul�r Michael ei Wea eaov rP PE 822 AI ay a Al. RI of`�a!EEn 'Wo pr Rr Sty ax NAMIR 138236A ¢ F^rWmsu Va 540 _... ..._.... ,..._..... . ..,.. -- .... "_..... 540.... 535 535 cE PruvccA TBPF15 vy w WFa1 <x < o m . a ti0 O Ot' f 7jCEN5 E «r Fum 1 AL OR _m _ . ....... — --- ...... AGENCY APPROVAL ONLY 535 530 530 5351 .. PROP GRADE Ex GRADE 1 : fROP GRADE NOT FOR CONSTRUCTION" PROP.GRADE ACTOR TO ERIll 0 ... ..... ...__..., R EX.GRADE INEANDAJUST PARK BOULEVARD EXTENSION 530 H NEC ARY... _ _.. EX 18•RCP f N.. :SLOPE UNKW. RC?q— 5251 ......- . ---- 525.... . ........ . .......520 ........._. CON7RACTOR TO VERIFY FLOW LINE AND ADJUST LL PIPE SLOPE AS NECCESSARY mi 1 . . ......... 520................. 515._ 515....... A DRAINAGE _ 5151 515_ 510: _ 510 W� 4+50 T"Nmu"oT�xNMtlODao�akW w?w rE�ao �■� HALFW FAX(1111)]GOOYF TWPE FPM/Fd12 L AT 7B I lie _ INMT 7C 510 L.AT 7A _ 510 505 4 505 ""Y °` 1+00LL 1+00LL 1+00 IXWET NA. 35i92 «n. —ET 281 a 488 STM-29 i � o io m w Io f _ _ NpUZ X5 6 NFFET '( 0 1{ 10 n_':PP, i Ft..1 PH I VEIITI{aL 1GNf"FEET LEGEND i PROPOSED STORM DRAW A E%IST STORM DRAIN r.q ------- PROPOSED R.O.w/OUTGRANT ESMT - -- -- E%IST.PROPERTY LINE PROP.EASEMENT + Ex IST.EASEMENT p� PROP.RETAINING WALL N f PROPOSED PROTECTION Q j STONE RIPRAP F C.L.PARK BLVD T�J 309`00 301.00 __-_____-_________- �00 _- _-_-_-_-_ 703 00 + _ PROPOSED CONCRETE RIPRAP NOTES, 1.ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE. PARK BL V D 2.ALL PROPOSED STORM DRAIN LINES ARE CLASS III ICI, AND IB'RCP UNLESS OTHERWISE NOTED. J.ALL PIPE BEDDINGSHALL BE CLASS B UNLESS OTHERWISE NOTED.SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT PROPOSED LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS.BETS,DITCHES AND OTHER DRAINAGE FEATURES. ____ __ S FOR CURB INLETS IaOR GREATER CONTRACTOR I SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. _ 6.ALL LATERAL AND TRUNK LINE WYE CONNECTIONS ARE 60'UNLESS NOTED OTHERWISE.MANHOLE d POSITION SHOULD BE ADJUSTED TO AV040 PIPES INTERSECTING MANHOLE CORNERS. T.PIPE SIZE CHANGES OCCUR J LINEAR FEET UPSTREAM WAL-MAF OF WYE CONNECTION.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. Hll`.illk B.CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9.WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH.CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A THENPOINT 12 INS•TALLOLVPIPE WITH EO IVALENTE THE TP OF PIPE LEVATI BACKFOLL AND PROPERTIES. '� �.... ...... �_...... --........... ...... ....._._ ...-_ -...__ ...._... .._....._.. _._........ ......._.__ _............. _.._ .._. . ��.. I.... •--- ....... i........ �......... f........... ..... ......... .......... ......... ............. .. ....._ .......... ..... ....... ._......... ....... ..- ......._... `u Norvm q 1fi mir2MxhF�cl WcFvcr� .. •1`NIMR M.WEAVER WQ 'nF uR nOcr N O JB2J6 tsp�n W N. I I �(�rCENSf�?� PrFcticc Acr.TBPILS Lyineeriry Fvm IF 113 9 " OR AGENCY APPROVAL ONLY -_ ---- -- - NOT FOR CONSTRUCTION" NO DRAINAGE PROFILES THIS SHEET _ _ - PARK BOULEVARD EXTENSION I..... ... ..... .... - .---- -- DRAINAGE PLAN/PROFILE STA 299+25 TO END .. HALFF F PARItVgOOn 1 WrtE"0 ............ pp 1 FA%TA1117XI4101{ T—F"MOF- 3 '', TMN WlstotF TAN/ �1 -.._ mNTwAcr No. av 36192 1HEET 282 of 488 STM-30 rti �\ \ ✓ EXI'TYT IACONSTRUCTION „ s .\ - HORIZONTAL Br•••cIN FEET N.T.M.W.D. •\ CITY •\O,9F9 CV \9n USA WO... \"00 \( INSTALL SILT FENCE" 179 LF SILT FENCE \� 25 LF ROCK / WHEN INLET BOTTOM STA 265+20 TO `\ CHECK DAM i 1 LEGEND N` \ IS CONSTRUCTED - STA 267+10 p� a^ (TYP) NT �-- -< .,.. -� SILT FENCE --- 'SEMEN, ^_ PROP Q�j- 10;P-�TES• \1 �P N.TM W.D __— SOD/SEEDING LIMTS AS R \. �ONSSTE \� .� r—PROP AINAGE —SEMEN EASEMENT —CJ-.PARK BLVD ® INLET PROTECTION DEVICE 263.00 �-- ® ROCK CHECK DAM .Op _ -- _ ® SOIL RETENTION BLANKET 1 y�P0 2' C L.FORRESi3 f�TS5 Rd-+y I _ 2�5_ —=-1 TYPE 1 CONSTRUCTION EXIT 00 266 261*00 r6 PAR _INS - TALL INTERNAL f--r _r•) = _ OP R.O.W. `� -'- INLET R 7 TI N__ Y N ET P 0 EC 0 I5*Of DEVICE ITYP.I r NOTES: __ - + L ALL DIMENSIONS AND STATION/OFFSETS ARE TO INSTALL SILT FENCE \ \ IS PROP — `r pNST• 8 FACE OF CURB UNLESS OTHERWISE STATED IN S WHEN MSNCONE BOTTOM '`\ 1 \ CONST.EASEMENT I PROP F.p EMENT PLANS.SILT FENCE QUANTITIES ARE APPROXIMATE. ITYP.) �\ 2.INLET PROTECTION DEVICES SHALL NOT BE INSTALLED O��,�ti 267 LF SILT FENCE pRpP DRAINAGE) UNLESS AND UNTIL DIRECTED BY THE ENGINEER. 7 . STA 265 90 TO EASEMENT STA 268+00 3.EXACT LOCATION OF STABILIZED CONSTRUCTION \ .fV EXITS SHALL BE AS APPROVED BY THE ENGINEER. //'•'\" 4.CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM LP\ ROAOWAY SURFACES OPEN TO TRAFFIC BY HAND N.T.M.W.D. \ . N.T.M.W.D. METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. \ 0� \\` 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS. END TREATMENTS,APRONS•AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE O TEMPORARY EROSION. O�o A TAAS WYLIE LAKES TOWN HOMES I W IW INVESTMENTS o / ADDITION C.L.SPENCER LN— LLC M �1 g EX.R.O.W\ INSTALL SILT FENCE I Oo I Z \ WHEN MANHOLE BOTTOM IS CONSTRUCTED '� W01 `.\ ITYP.1 I� R 10'PROD,TEMP ! ec f T I a .��—CONST.EASEMENT S•PROd. k / T � i I KCS R i� i�F �� :�`MrueOM rvula�Xav cl• TFMP � 116 LF SILT FENCE L P BLVD. LQQNNS 1;l STA 276+60 TO A'pi0laa9�� « e�'crc'g°"c'bl nay rn •S,gEA�y STA 278+00 der We F pn cruy I DOry NE _\ ..•,-�... r. -.-_. --�^_� NSEp Pruti An TBPELS EPy0ecr4M F0 IF-312 271+00 272i00 270+00 --_ __ 2W 00 •...fig 00^. ��-� � 275t06 — — po _ �- — PARK BLVD INSTA ` — n6+D° _ r+0o, T 77 F f I C e � ,�i''--�-� `--PROP RO.w.--�---^ - � •, DEVICE ITYP.1 , � y N R CONSTRUCTION" INLETNOT FO PARK BOULEVARD EXTENSION I 1 TYPE ICONSTRUCTION \ n� m INSTALL SILT FENCE I I F WHEN INLET BOTTOM �.169 LF SILT FENCE \'P0, I I X IS CONSTRUCTED STA 276+40 TO (TYP.) STA 2T8+00 I N.T.M.W.D. �F INVESTMENTS fl 1 ,f INVESTMENTS ' KC9 RR uc 1 LLc I EROSION CONTROL LAYOUT � \ •\ NI �j I HALFF RI—,TWO00B— VD.WWE 4W0 \ , / TEL )5-5 01 3 `'\ �' j I ■ ■ WWYmZ1 W121417dY0dY6 TSPEFWWI.— 1\ , TMW AK MAA1021 \ j I o�E00n. AK 00E YWmf1 crwtc 1'-1D0• w2 OONT—No. 35192 eNEEr 305 oP 488 SW3P-06 IF SO ,. If / -AL SCALE IN FEET KCS RR NCS RR , NQS RR �I KCS RR 687 LF SILT FENCE ' I STA 278100 TO / 30 LF ROCK! 1 Y STA 280*65 ¢I CHECK DAM! 30 LF ROCK INSTALL INTERNAL'• CHECK OAM ��/1PP ` II INLET PROTECTION LEGEND \ CONSTR EA•SENENT ._ LONST 501 R.E�SEMENT DEVICE ITYP.1 PROP -14M- SILT FENCE •RppDMAY EASEMEN —- -- SOD/SEEDING LIMITS 7 p ROP AILROAD r L�'ROSS AGREENEN�-- a' v ® INLET PROTECTION DEVICE l�PROP�ROADWAY EASEMENT •-] --+— ...__,._— — ® ROCK CHECK DAM .__-_. _._ .... _ �I. _ N I• ' I T- ® SOIL RETENTION BLANKET f C.L.PARK DL'IQ /♦. 1 Go - _$g 00____. --'280,00 >!8J OQ 282+00 y•2p5+00 2R4i 00 285 00" TYPE 1 CONSTRUCTION EXIT — —T� — — a� PR PAIL ADVDI �PARK BL:. =---- N oo c—�'"�I I—' 10'-0RT7P EMPCONST.EASEMENT— — NOTES. + ROSSIMG AGREEMENT/ I U j I.ALL DIMENSIONS AND STATION/OFFSETS ARE TO 8 PACE OF CURB UNLESS OTHERWISE STATED IN PROP, -��;�.—.—1- PLANS.SILT FENCE OUANTITIES ARE APPROXIMATE. R040WgY""MCNT��--J� 40 ROP.TEEjtj ST.EAS E M ENi j ' +'.. 2.INLET PROTECTION DEVICES SNAIL NOT INSTALLED UNLESS AND UNTIL DIRECTED BY THE ENGINEER. NEER. 3.E%ACT LOCATION OF STABILIZED CONSTRUCTION EXITS SHALL BE AS APPROVED BY THE ENGINEER. ¢ 4.CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM KCS RR / /: / ' TEXAS NATIONAL ROADWAY SURFACES OPEN TO TRAFFIC BY HAND KCS RR ,� GUARQ ARMORY BID METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. / 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS. END TREATMENTS.APRONS,AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE / - TEMPORARY EROSION. KCS RR �I KCS SIR .'- wl /w I� KCS RR z Ib203STA SILT 292-72NTO 30'PROP.TEMP _ -. `�TE �ON OF CON T Iw ` OP - RAILROAD wl I PROP Ex R.O.W. ` EASEA4EN ! SIN AGREEMENT _— —_ T i i uJw' 4q Do,uld Adw l4o A MENT�_�+-i RQ�� ":1�"doc hl-IB 33�P� PROP TEMP GO!-1ST _.� T I... CL.PARk BLVD I _.__. '7'. �` O g 107449 °°IuMtt d to R ^y. ,I f .. _ � ...- O Lfy, NSE� Pracvice An.TWP Fvro1F-JI3 J✓' .,.., 7;< ROi�Aw ,N sou — mecr — — Z°riw NI PARK BLVD "FOR GENCY APPROVAL ONLY yE r •�,. _ , ,,.. '1 1-,w NOT FOR CONSTRUCTION" F PfTOP.RANRENT CROSSING AO -� T.E TEMP• ; PARK BOULEVARD EXTENSION E% _,CONST.fPSE Ir- CONST.EASEMENT r� E.Y,R r„J I0 PROP TEMP I. 1 I� .\ I CONSTREASEMENj INSTALL INTERNAL `\ .INSTALL SILT FENCE V O / INLET PROTECTION ,,�� WHEN INLET BOTTOM TEXAS I' I DEVICE ITYP.1 Aode I �S YCCONSTRUCTED I&UTIONAL IISI I , I 11 O INAL-MART GUARD I z• cs RR IW N.i.lA.w.o. r REAL EST EROSION CONTROL LAYOUT d y ARMORY . . , rl I _.. { I I ' _j ' BUSINESS TR i BO 1i1 III I,, III'l�,�I �� I I I / OI W I¢ .■■ FRMCOARKWWD�VO,WRE 400 HALFF TEL k,.INF1A70 w•.w.�TMw EWW1Cit FAX R141TsaoLe iWrEF�SWI1 ¢ I; �I/ ;I ,� ,,J � �/ . I U I - 1/ coNrRAcr Ne. a..c 35r+arml Acu 1•.1W wn: 2 EHEET 306 of 488 SW3P-07 KCS RR oI KCS RR ¢I KCS RR $I KCS RR 'I al f aI INSTALL INTERNAL LEGEND INLET PROTECTION I I SILT FENCE j DEVICE ITYP., _ � PRAP..TEMP GONST•EASEMEN?. �.._� G� INLET® ROCK SOD/SEEDING LIMITS PECKS DAM DEVICE __ --i _—__—_ -- —__-- ---- —_-- J C L PA SOIL RETENTION BLANKET t -- C.L.PARK BLVO 00 _-_-_- 299.+00 301.00 302 00 303.E 304 TYPE 1 CONSTRUCTION EXIT 295+00 96 DO 297+ y PARK BLVD N .... , ---------------- NOTES� + __--- _— �X.LO.�—_ _.. .. + ONSL P E N7 .DIMENSIONS AND STATIDN/OFFSETS ARE TO r CONST.EASEMENT FACE OF CURB UNLESS OTHERWISE STATED IN S ;) PLANS.SILT FENCE OUANTITIES ARE APPROXIMATE. INS TALI SILT FENCE WHEN INLET BOTTOM 2.INLET PROTECTION DEVICES SHALL NOT BEINSTALLED IS CONSTRUCTED ` UNLESS AND UNTIL DIRECTED BY THE ENGINEER. ITYP.1 WAL-MART REAL EST - 3.E%ACT LOCATION OF STABILIZED CONSTRUCTION BUSINESS TR EXITS SHALL BE AS APPROVED BY THE ENGINEER. 4.CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM �i ROADWAY SURFACES OPEN TO TRAFFIC BY HAND METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS. END TREATMENTS,APRONS.AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE TEMPORARY EROSION. I A 3 g .....`....F.. i Thc wH eFyc g on thu documcn�wa, aulhoriuE M�v^•Id Adam Kaoc. 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Tif f..1iJ12 1qo 75 sn 25 o z5 so rs ioo 10o ib 5p $ 25 5b 7h 1po _ MML 2/Ym22 ...��L an yarN22 R CONTRACT NO. 35192 N1 OF_ d 2/3/2022 10,0124"M ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 100 75 50 25 9 25 5b 75 IUo 100 75 NO Z5 © 25 so 75 Ip0 .. F +o m s w A N0.1210NTAL NYILE N FEET 0 2S 5 ).S 1. 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S_._ .. ........ .... ....... .......... ...._... .........." 540 ..s9.. 0... .... ............. ....... ... : ..... 4— ROADWAY CROSS ...... ... .................... � _..� a7 of sz( 288,00.00 = HALFF q ;.._ _... _......_ ..._. _...._ __._ ..__.._. ............. ........_...._...:........_...._ .. ...._.. ........... ... 288+i5O.00 .. .............. ....... ;.... ..; vaAN +�i�ismi 7rre FwN sm2 ....... y ...... ... ... IGo 75 so 25 0 25 50 75 tpo loo so 25 25 50 7? too ■ ■ NWL arrm22 ,.. NY1022 m !MI � uvioa 1+m H.nav a CONTRACT NO. 35192 !MEET_OF 2/3/2022 10,01,25 AN ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 190 7¢ 51D $ Q 26 510 T5 loo 100 Ts 510 25 o 25 5U 75 loo v.. . ............... .. T.... i........................................... ... I ............. ..._..... .... to... ..S ;. N ... 0 10 . " b .0 r ... 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I.... ....�.. 595....545. ...... t l . . ...�. . ............... .. ...5l0.............. .. .... .. ..... _. .. 1 ..... ..............540 540... ..... ... _.... 540........ 1 � 1 r I r I — ' y ROADWAY CROSS SECTIONS ... , . 53i : .. ......._ � ...� 1 .5�15......... J - � I ' p _299+50.00 I I I 4eorsz i00 75 56 9 2s 5i7 75 100 100 75 so ■ ■ HALFF :.:i�n.ai: TSEFww�Fav Q 25 50 75 '00 NN4� 2/12022 �..�_do 2/YM22 {p{ _ wv a/mn r.xa H.1+sv y CONTMCT NO. 35192 MET_OE_ A 2/3/2022 IO.OIRs M ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- 100 TS 510 8 Q 2$ 5D 75 100 too 75 5p 25 0 25 50 75 100 .. .. to m z u m oil Iz al NoazartlL eeue w FeEr 35 575 10 16 j` SS5 ,.H..... ............. ... .._... ... .... ..... ................... ._.... .........565. ....._....._ ._........_ .......... ............... ............_ ..........._.. _. .._ vExncu scr Ov I s5oI I I ......... ....... ..... 560 F I I 2 0o% 2 �I sss 1'...... . .. ...... . ..... .....sss �i. ... ...... s5n.......... I I I i I �I I ssn. i:............... :. .... ... I sss..... lu 1 I � I 2.0 S95 };...... .. .. .... 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Sso 560... ...ut _ 0.. 550555 .._.........._.......... ....__ ._.... _... ....... .•�r�/'{��a�/QCEtN:FO i4NF ..............SM 55 .... 3 lS f LE,E �coeF'r«LAiSzC.Mc'pGE/cPPono ppq 1e��6 ------------ �iM sEie�pe.I„0rNui&l/l%26 0!Fl2"M3m y•lA�,'om9LpFu�rt CeJ�E3F O3 I ......... ....._.......... 550 . ....... .._ .. .... . "FOR AGENCY APPROVAL Sm� Yhw A u L NOT FOR CONSTRUCTION" ........ . .. 545_ 595 . ....... _ PARK BOULEVARD EXTENSION 590 ..... ....... . . 541) 540... 1 ........ ...................._.. _............ ............._.. ....... ... .....540 ........... . .. . ........ ._.......... ...... ... .. _ . I .._ .. ROADWAY CROSS SECTIONS ......... .50... ... . _.. .._.........__....__ .. . .__.. ._._... 530 ... .._...... 490E 52290+ 000 291+50 00 HAJLRr L ...................... .... .. ......... . ........ ? ........... ...... ......._...:.. ... .... .. ..... . ..... ... ..,. ........... .. . ■ Fu :ir wMal: 00 7.5 2.5 5.0 00 IQO SU Z5 5 715 10 YYL 2A119t2 r..o MGM_ww )/M022 ' '' o�ow�_an 2ISAm se 1+2V H.1•�6Y OpRMOi NO. 35192 lltl T_OF 2/3/2022 1041,31 9M ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Iqo is So215 0 26 so YS Ipu Ipo Ts sjo zp v zs 50 l 140 i ............................ r i..... j r.. i ....{... L.... i 1 I I 1 I i I i .....I..... .....I..... ..... 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I pI I= ... �,/��FNSE�2'"� tHPElS FnPinatinA`Firm• J12 Wa i i Iw 2 C I ,.. 550, 550.. .......__. ................. ............ .......... ........ ,.. ...,..............xj... .....�.. ....... .... aooi. z.00z W' i "FOR AGENCY APPROVAL ONLY II w I I NOT FOR CONSTRUCTION" _ __..�...._.. _ _. _.... _.F__....._._ I_. _........545 ........595.. ._......_.._.. _....._ .. .... y ............ ...... 595.......... _ _.,._.. ..... .F....... U...... L. .... ...59s i I I i z zaoz � I NA 590 I ..._. .....I........ t.._... .......... .. .!...,.._.-.. :............590 ......590.. .............. I_........._..............I.... ....... ....I. ....,.: .. : .,... ..,......i.,,........................... ..590. "0a PARK BOULEVARD EXTENSION 535 I..... .._. ...........am .. ..._575... � .......... ........... .......... ........ .......... .. .. .......... ..........tf ....535...... �..... ...�._.. 1 f - - I --r�— I � ROADWAY CROSS SECTIONS s�o i .. ......�........ ........_ ......_.. ........ .. ........... .........s30 ....s3o... ..__. ___. ....__.. ......_.. ............,'j-...sw...__.. Pi a.92=so.00.. ! _ _ I ... _ 1.. ................;.... 74 00 ... , .. .... !I �� TEIAP soorsz HALFF ♦� 3'+ Q', iwi�ii4 naa'aiF TMFFwu sili ioo is 50 8 0 sp n Ipo Iytr 73 5b 2R w po rr< vanmt r-MML_m. 2/Y2022 pg �I_. =arena 1+2a n.t.sv cOMiN Mo. 35192 SHEET OF_ A 2/3/2022 1001,32 AM 1 , I I WBB=MMFF It]60WF11619Z�L01tCMOl41:MFRCV6RD�OtJ15B]. POF I ...1.... .i.......... : ..........: .. _ ...i... ..i._........ ..:............ : .. .. i......... : ............ _. ...__.. .._.. .. .......... ...... I I i 1 D I N p N p I o > L.... ......... L .. ._ oo ; 1 ...........-}. I -�-. i MP TE C T I II .T�.MT ESMT TEMP C�NST ESMT I —ONE ESMT lTC 534b9 L7'C 53292 -LTC-3115 rlr r— s II )1 � a .......... ........ ....... „.. ...... .._.. .. ...... ... ........... ... ... .. ........... I_ I 1 � _ T�- LTC 535.1T L LTC=537A0� L- LTC=57197 I lo ID o O! OO III pO : J RTC S7q.17 r I OTC=537.40' r RTC 531.93 I ._... ��........ o +... i .._........... .. .I _.... _..... .. p�...._ I L+� RTC 534b9 L RTC-532.92 L- RTC 011.45 t- I .,,_, EXIST)i0w : .E%1ST ROw EXIST ROW �F- I jT TEMP CONST 6MT i TEMP CONST ESMT --i TEMP LONST ESMT I r I ' 1 I I 1 I 1 - I S to 'p p ...._._;....................... ........._._......._............. .. .__...._. .... ........ .... ..._......_ ......................................... ... ... _ .... _ ..... ... .. ............ .... 1 I ( I I I I � I TEMR CONST ESMT __ 7EMP:CONST ESMT '__ CONST�#SMT �� I .._. .. t....... l ... I 1 I �I I .. ... i/ I ! I -- -- j � c EXIST;ROw __..... --E%15f 1E0T1. ..._......._-- ---.^-EXIST R lw._....._. ....._.. .. .._... ..._.�.__ xLTC=530.29 .LTC 529.11 .�TL 528.80 r r I I .......I. a._... , N L— LTC=530 77 N — LTL 52992 N L :LTC 529 Lo =O =0 I I o I o o O 'I o 0 ' o r_ 9 I RTC=570 7T RTC=529 92 r RTC=529.36 D6 .. {.._.... w ..... ........�. ........� ... ._.. R I I I L_ .+RTC=53029 L` RTC 529 44 L pTC=528.89 0 E%15T'ROIT.. EXIST ROW ... i ...........--__ DEXIST RQN........... ......... I TEMP CONST ESMT —} TEMP;CONST ESMT j—� TEMP CONST ESMT � r u�!.. .. I ........ .. _..... _ .__ 1 I I .... ... _. .. ........ __... ....... ..... .. ...... ............... ..... .. ........... ....... ................... .......... ..._o...... I I I o o o I ' I 1 , i i ■m■ nOEM zo �; %e D o O mO p > r m a D C tie 3�F 5i - r n a TI 0 © m I n< It v .. lei m m c 0 a n - _o J m 3 r , szc O Z p p w2.=.��. 9 N R a # A" Z LA ?Z A Q I co O r � E 1 Z < = I i I rtw,�M.dN� II "� YIL -1V- S • RIGHT TURN OR DECELERATION LANE SECTION ispie a Jai'came� �N,�u owM`ii c�NJ a. WE REGULAR SECTION sarwRs.vNu x S/MCfJ r NVC aS O[TJRINirO BY M Y/ tOr topes IJ 'I� ,r � ,r ,• ,r Ma JpMra a•naa =1� M¢JNHsa n•rMM:w`�` r�� wyt paa N•ms sN � .�Ntv an•cen Nr, �� Jam- REGULA�R�SECTION �,• �.... ---------'—"'=------ '""- Ma,as a,.•as w e,pb w,r cra w e.JMe a N•wa Z. LEFT TURN SECTION `�N,iu nn ui u.�iw , n ti �� J116�,I•[MQw YtJMfw N•Nfw �� N•w6 OM �JI M6 w N•CR JON r ur Js�® arMr LEfL TURN SECTION P80•YID SECTIONS SMLL HAVE kg IMUM PAVEMENT "ww THICKNESS OF 0 INCHES. I 1 i.�• LEGENQ 0-prN'J:wrN�` 9 ICI Jj i '+ PM twy A JwJ a.Yto.m.rc�,w�Hnlcv ..t. - -- 0-8 LIDJ07-0I! am 1 L Mcwma.MrnmNJvnJr _ _ CITY OF WYLIE, TEXAS 1 I -- -- STANDARD CONSTRUCTION DETAILS PAVING / SECTIONS LEFT TURN PLAN ••ATE APM PARK BOULEVARD EXTENSION 2005 SD-01 11 ©V' CITY OF WYLIE TYPICAL SECTIONS N� F—O.irMN000MVD.W EMW TN1MC0.TM>NINJ61, x a o HALFF �n.ero im FJMf �7M T—M —11 lYW YlYMI1 NM MIMMJNMI N( N'M090M1 MVtt N&w a�NrnNcr No. 35192 ,HEM 363 199 DETL-01 I I I ty�t_ I'4A 1•iY/� I 34Z a��r.I 1 � aW A9AiI r -- I I 1 � mlrnoov•-rn• rror<. r'I A.e s<x rAvr ae TAt eel�m — `__— _ars�<�w.r�rw•na Ar mrAc.rwr REGULAR SECTION REGULAR SECTION e LEGEND RAIL HEADER sMlm TaaR.alw O-awrr.arr rz.ceor ON/IN9 0-a Auara w.uWr A Br rnr1 uKeww maAv n.r Aiv.cvs Aw nv me w.. r NOTES. Ae<KAr AKoov 1.STREET HEADERS WILL NOT BE PAID FOR DIRECTLY RESDEMI L(TYPE E 3 E-i) ''�A <r u� I � BUT SHALL BE CONSIDERED SUBSIDIARY WORK TO $rREE1S SHALL HAVE A uINiMUM C—T-F ONCRETE PAVEMENT. PAVEMENT TI-ICKNESS OF 6•. ALL OTHERS SHILL BE e'MIN. C/Yie�lnr�7 se m<Aw.Tw. RMpM1v mtx J/ IrD- 4�wxK'� Avp:lAW11 ow 2a• C 2-1/4• i• 1/4, STREET HEADER — .— sn. A N' TABLE OF CROWN HEIGHTS AND ORDINATES :+wneF A,m:� «ws«•a ccKae a�.. rolWe Aum FOR VARIOUS PARABOLIC SECTIONS Z ANYIIL AAipf q[r T it tTr6nF.CYID wnv 9',a tpv AAEq �� -- dRrM6 MVrIKM Y3 v 4, y y.. MONOLITHIC CURB A�1 w rRANiySTRE 7 LurrtuolHw_ �r t°rRr'„--'---•—r�aE<r N°ulr° --- «nE ro c�isr PVHr ^irrm >atwu® J "n^r,' atx'�iio err .• - 011r^' 9 —n2 al SECTION A-A .w.wuaro rrn"�°ros�AwA,MAr""'°rrawvv SEPARATE CURB ANO GUTTER „a,,.,,,,„„�;^,,, CITY OF WYLIE, TEXAS ..nvn+ a;sa c�ro n,rmr l�q@_�y� STANDARD CONSTRUCTION DETAILS CURB AND �2�1T�.2 TYPICAL PERMANENT BARRICADE DETAIL PAVING / SECTIONS / DETAILS PARK BOULEVARD EXTENSION CITY OF WYLIE $ TYPICAL SECTIONS DETAILS a .■ H. LFF aw AAAKW000 eLvo,aurtE eoo Waco.rK rw«aw+ A ■ ■ FFAXR1�/1>'>e�e TePE F«M eFJtt TYW BNO'xeN AN 9gMM21 AK C011rAACT w. n. 35192 A EFT Sea of 488 DETL D2 jai 40 da,a]ewm ."r•r]mrw "�rw v dowac ad.eo nrr% r a .rra�arPv�s M1ur —w a arar,er. `w�P �,u! .•n F a ae,tsar L ,r rr•uo.err ors m.a � i wJ aces Jars � w av emu "�iaor tsar i+r a"' -naao wrw SECTION A—A SECTION 8-8 as JarJ ISOMETRIC VIEW SECTION VIEW H'PP[e 8 SILT FENCE DETAIFffliEiF L w Jaas ar v p an i e,i•oio a�`u`erO10v a� a r•"�. a nrr,r w.rar]w vw,JP.o rr mz rrc. I vm na•cni u arsrs�r r ��o m av roar .Vxiv aw]nw vans m aw.r e.,Ar .'�"i�]u•a �•u ��• a n n aka.w. a�o Aso«wow w A V A rr ae a ��.n�,coo a.•r axe,a,r L — a�mr/ v.a,r).r "I' - r,vv raor-0w naoa.,raro]a•rr M1i �nL O, ,•P]QaltO�ins LVFp A>d tl J aw M:�n•a arm r-a•w�s - u.easFrr W �.s,ur-- PLAN STONE OVERFLOW STRUCTURE ,�,m tarts ""CO`A1COr'°"1 i1F'a' „o,,,,,aP,,,o„r,,,,rr � REINFORCED CONCRETE FLUME WITH CURBS .,wPrrrY.,»Pa Par s�auF,P.m x an,M1raa a.cP+aPo EROSION CONTROL' ar]r raa e••.awr aprwc sae ar aworc SECTION A—A a�ms ranrs n""v arwFm m^:.";ra was +w'er�P."rw°,mmw sm"ri:o a a�wr.�ma.vu��` nr'�•s�wrw�u„o rr ruw[s•sm m � a. Y. 1M1arr sa,orA-V �raJsr�rr•u a•v,ar a m a--a�mic m rw R a�� aV�ae wrel�O wN •�w��wf�s froi�u �J•n Jawsra K ac[ ara�ne oaerea gar erd awa e]P r m""®`m"' .enPrP aaaonannwwc snrcn.r ug sw REINFORCED CONCRETE FLUME WITHOUT CURBS mow.a'm"rPv J t r l I ara aF.a rwr d ,..s A A enum Prr.m wvea a.,rr� r-tarot.�p� � err awn caa r uia�� 4 rot]eaa a6e M.N I'YI araJ i i �srac II CITY OF WYLIE, TEXAS r� f^ �narvar STANDARD CONSTRUCTION DETAILS Pl6tl CONSTRUCTION ENTRANCE ROAD PAVING / DETAILS / EROSION FOR EROSION CONTROL PARK BOULEVARD EXTENSION ao u.c DATE arin.2DD5 5ro-07_R CITY OF WYLIE EROSION DETAILS : : HALFF ma rna Prooa a w.a� em FPItCO,TX]laMdM1 �..�:. Far 1pull�JF0016 ]aPE FUIM/FJt] lYW y aK r.�•c�� wrre�cr n.. an 35792 axEer of DETL-06 l� L r � See Bridge Layout for combination rail type a La 7 1 Showing Rail. 7 3"I Bars ST(#4)at 9'Max Spacing .T 3' Bars MT(#4)at 9-Max Spacing 3• varalie'to See Bridge Layout Bars SZ-7 Bars NZ-7 top of SIaD 2 Bars MZ-7 1 for sidewalk slope Bars SA(#4) I u Bars M a#4) z spaced at 1•-6' Const join a paced t I'-6" I 1 _ ( Max. Beg. Const fgiM r Max. Be r� 1�'from v' — I gin � I � 7 R 2�"from S R(Typ) e I I I ST(#4) span ends. ti I m _ M7I#4/ h span ends. 22 A O &a I I mN o V m3 I I •�'E I L _ Y 8 c SZ(#4)match bars SA(#4) Slap reinforcing trot shown for clarlty. u MZ(04)match bars MN#11 vlacement of rail anchorage. See appropriate X ratl details for required rail anchorage. E 3:'Chamfer SHOWING RAISED SIDEWALK SHOWING RAISED MEDIAN TYPICAL TRANSVERSE SECTIONS See Span Details for dimensions not shown. MATERIAL NOTES: ~: Provide the same concrete required for the bridge deck, Class S or Class S(HPC)concrete. �>;` Provide Grade 60 reinforcing steel. Deformed welded wire reinforcement(WWR)meeting ASTM A1064 of equivalent size and spacing may be substituted for bars SA,ST,MA,and MT. Provide epoxy coat or galvanize reinforcement if bridge deck 1 reinforcement is required to be epoxy coated or galvanized. u oe O Provide broom finish to top of bridge slab where raised sidewalk or raised median area is defined. Provide hot-dip galvanize slip resistant steel plate after fabrication in accordance with Item 445.'Galvanizing'. h E Q Unless noted otherwise on the span details. Chamfer or round edges approximately ys prior to galvanizing. O Bars may rest on top of PCPs. GENERAL NOTES: B, ecif ed according to AASHTO LRFD Bridge Design Specifications. Provide the following bar or wire lap lengths when required: £>� Uncoated.I'-7"Min Coated,Z-S'M.n i i E Curb height+7 yj" Submittal and approval of drain cover plate shop drawings is APPROVED SLIP RESISTANT PLATE not required if Ipbr ov lon is rain cover with these drawings Raise tl sidewalks will be paid under Item 422 by the SF of Product Manufacturer Website Bridge Sidewalk or Bridge Sidewalk(HPC). Raised medians 'o B' Algrip Steel www.algrip.com will be paid under Item 421 by the SF of Bridge Median or MebacO#3,Steel www.harscoikg.com Bridge Median(HPC). Payment for drain cover plates will be by the pound of BARS SZ(#4)AND MZ(#4) SlipNOTOGrade 1,Steel www.siipnot.cm "Structural Steel(MISC Non-Bridge)"as per Item 441,"Metal Provide drain cover plates fabricated with a product for Structures'.Weight of one drain cover plate is 4B plf. from this list. No exceptions are permitted. DESIGNER NOTES: These details do not apply for longitudinal grades exceeding 5 percent. Cover dimensions are clear dimensions,unless ted otherwise. Const joint 1 7 noReinforcing bar dimensions shown are out-to-out 1� Interior bent of bar. o? I 7 I - in �ii T rr*Bars ST(#4) Tooled/oint or permissibleor MT(#4)are Construction joint in continuousthroughsidewalk or median e =c joint except at E expansion joints. SA(#4)or i SHEET I OF 1 N MN#4) E 4 u Ampie• edd>te `AWM Dsp.,brmWOf DF p0rfd0n Standard EA(04)-Optional epoxied Const/oiMO anchors EA(#4)Can replace BRIDGE RAISED SIDEWALK ;3 �^� %a�^��op ^fat AND MEDIAN DETAILS Bridge slab Construction joint or controlled rii joint in bridge slab. Bridge slab rvr LONGITUDINAL OPTIONAL SECTION AT INTERIOR BENT EPDXY ANCHORS BRSM $ At bents with expansion joints,provide Embed EA(#4)bar into concrete with a Type 111(Class C,D,E,or F)epoxy uu: bsaCel-1949n we at, oc Txpbfw, Ira xe:TxpbT o an open joint in the sidewalk/median meeting the requirements of DMS-6100,-Epoxies and Adhesives". Follow Q�r.Dgr pm 7019 matching the deck's joint width. manufacturer's directions for installing the epoxied anchor bars. wvnau c, 420 Toe of curb _ Cap screws and threaded Inserts 6• 3 't Spaced at Y-6"Max IrYP) (TYp) I / ln- Orin rover plate o e 3 W. Drain slot tea w y f yi•Dia stainless steel hexagon flat countersunk head cap screws conforming —Cap screws to ASTM F879,with ferrule loop inserts. �- fla`7 m O n x Provide Wlr Di countersunk holes in %g� § in � w, 8 Il lush withetop of dra'nInstallrews cover pbel�e.r Pia Radius Y : n drain - —Ferrule loop inserts 1�e SS entrance a.o W g� as shown to ---------- ��e; I Y OI a Drain $M: ---------- -..-- - 0 Wes .iv �E PARTIAL PLAN CURB DRAIN SECTION B-B Mg Reinforcing not shown for clarity. O Provide broom finish to top of bridge slab where raised sidewalk or raised median area is defined. ..`'a Q 3-0-Min at deck expansion joints,deck construction i x E M JolN of controlled joints,rail intermediate wall 3 M joints or from tare of substructure. N�P Q For rail Type UW,center drain slots between posts. ©Steel trowel top surface of bridge deck in drain locations. OProvide sidewalk drains where shown elsewhere on the plans p or as directed by the Engineer. Do not place drains over railroad tracks,lower roadways,or sidewalks. Place drain p and cover plate perpendicular to toe of rail. o 6' Cap screws and threaded Inserts 6• I ODrain cover plate slip resistant steel plate). I I Spaced at,�-6'Max Install flush with top of sidewalk. _LL —See Bridge Layout for combination r a III Drain rail type used. Showing C771 Rail.-�I i.'- Length oI drain cover plate 3$•+ ph slot In I sidewalk - ICI and rail r T Min to adjacent drain slot ` yi =m E III I '-" End drain over plate r a ICI Co-t joint , 6 I y"plus or minus ` III 1 11 q i T I r 1 from toe of rail. 8 r R = I I I I I U SHEET 2 OF 2 ryig ICI I Locate rail anchorage as a4 I I I shown to clear drain slot. I e AMP*-' m$ ,Tia..Department of TfanportdltMs d<hnV "Chamfer BRIDGE RAISED SIDEWALK 44 } B AND MEDIAN DETAILS n? m w Dyp) B Slab reinforcing not shown for clarity. z Deck joint Sidewalk drain area 6 R SECTION A•A SHOWING RAISED SIDEWALK WITH DRAIN SLOT _ BRSM rl-Iv.av�._. : laR ..:r.ber na Tibet r ry� OPTIONAL DRAIN DETAILS O -©v,pei A,11 019 04 Overall Length o/Fence(See Bridge Layout for Limits) 1'0 Min BO Na+ BO Max BO Max B-O'Max 80 Max 10 B'-O'Nax 80 Max 8-O•Mex 7'0 Min (Typ) I (TYp) �f Terminal Post O1 I I f Line Post 1 I f Terminal Post i f Litre Post / f Terminal Post 1�J j ! ! End of Chain Link 1 End o/Chain Link ! ! ! Fence for payment �1 Fence for payment Expansion 6' in 1'0 Min 1 Malleable Iron ! Tle Wires Spaced 1 Terminal Post Cap Coupling (TYP) j (TYPI at 1'0 Max O I 1 f Expansion I L—f Intermediate Wall Joint Joint "� I Expansion Coupling Top in Top of Terminal FaDI![ 1 Malleable Iron I j !Spaced at 20 Max. Pasts „ I Line Post Cap I I I � � I 70 Min on centers) - Top RDiIO h a : Stretcher I Bands Detail•A'--d z oK inLlnk Tie Wires ( F paced at Fabric S i 1'0 MaxO I I Brace 2 ��x�•Stretcher Bar 7 Tle Wiles �S --------- Sp ed at $•Truss Rod with x. 1'0 Max 3 c e e turnbuckle tening or approved Brace a" 1 tightening device Hop Rings o i to m 2 Spacedx n�'^ Ten 1'� Tension i m F u Wire© Ma+OI Wire �w _____ I 6 . ...... " _______ T ______________________________ PVC ------------ ---- ---------- ____ c �$o Box Bpx U . . ..... yq i aStab �E F�t GroundO K all slab expansion joints.DorW the posts Ground B „o`g together. Attach 6 AWG copper stranded wire _ PVC Pipe and Fittings to steel posts with UL listed hardware as shown PVC Pipe and Fittings with 3'excess o/wire to allow for expansion. i SEA AT INTERMEDIATE WALL AT SLAB 5t„„_ JOINTS IN CONCRETE RAIL EXPANSION JOINTS (No Tap Rail or Tension Wire at Expansion Joints) o OUTSIDE ELEVATION OF CHAIN LINK FENCE 4',e x 4'Stretcher Barg HSS 3.500 x 0.216 ASTM AIOBS or A500 Or B. O HSS 1.660 x 0.140 ASTM A500 Gr B or A53 Gr B. ` One 4,e Dia Field �9 gauge steel Tie Wires attach chain link fabric to H55. Drilled Male in Q g every Stretcher Bar 9 gauge steel Ho Rings attach chain link fabric to tension wire. 1 '1 Q 9 gauge steel Chain Link Fabric,2-Mesh,knuckle selvage top and bottom. I Stretcher ©7 gauge steel Tension Wire. Band I O Contractor must field drill one Y1s Dia hole in every stretcher bar and s SHEET I OF 2 t use a 9 gauge steel tie wire to tie one stretcher band and chain link fabric Terminal together. Locate drilled hole for tie wire at approximate mid-height of fence. A WO 8 �anBarl/ Post 1 O Ground terminal past at the beginning and end a/fence and down the nearest 7Y1� d � i bent. Attach 6 AWG capper stranded wire to Steel post with UL listed hardware 8 FT CHAIN LINK FENCE One 9 gauge steel Tie and run other end of copper stranded wire to V Dia minimum copper-clad steel Wire through drilled hole rod a/t in length. Install ground rod as per Item 550 and this sheet. The FOR RAILROAD OVERPASS in every Stretcher Bar 6 AWG copper stranded wire must run through Y Schedule 40 PVC pipe,fittings and PVC box attached to the back or rail. ODimension varies on rail types and superstructure type. T551,T221 and C221 Rails-1'with no overlay,T222 Rail and SSTR Rail-S'with no overlay. ---- increased 2'for overlay. On bridges with significant beam camber variable length in dimension may be anticipated. CLF-pO Chain Link FabricO da012-ltalr u-TrQQr ix T,wr W JTa rx:ANN DETAIL "A" QTxggT Se�Mwwe Mip W� DLL Q HSS 3.500 r 0.216 ASTM A1085 or A500 Gr B. 0 9 gauge steel Chain Link Fabric,7 Mesh,knuckle selvage lop and bottom. ° Q Dimension varies on rail types and superstructure type. T551,T221 and S C221 Rails-1"with no overlay.T222 Rail and SSTR Rail-S'with no overlay, B e Increased 7 for overlay. On bridges with significant beam camber variable length in dimension may be anticipated. i See'Material Notes for threaded anchor rod information. `e ygc xg, F7 1O, CONSTRUCTION NOTES: Me, Chain link fence post must be plumb unless otherwise approved. g�M I li" 7 y' 1 Test adhesive anchors In accordance with Item 450.3.3, Testy'. Test 3 anchors Per 100 anchors installed. a y" perform corrective measures to provide adequate capacity u i/any of the tests do not meet the required test load. Repair damage from testing as directed. A f Ile Di. MATERIAL NOTES: ae Holes All Chain Link Fence materials must conform to standard specifications,Item"Chain Link Fence"unless shown otherwise. $ Galvanize all steel components unless noted otherwise. Provide ASTM A1085,A500 Gr 8 for HSS 3.500 x 0.116. Provide ASTM A500 Gr B or A53 Gr B for HSS 1.660 x 0.140. Provide ASTM A36 for steel Plates. n°° Anchor bolts must be Ss"D!a ASTM A307 Gr A fully threaded rods. Hex nuts must conform to ASTM A563 �>� requirements. Embed fully threaded rods into parapet wall o° - !�4 HSS Support with a Type III,Class C,D,E,or F anchor adhesive. Rail Clamp for 5,a Minimum adhesive anchor embedment depth is 3'. Anchor H55 3.500 x 0.216 ea Top of Terminal Posts PL I's(ASTM A36) strength chosen must be able a achieve a factoreddin bond strength in tension of 6 kips each anchor(edge distance and i G S" S anchor spacing must be accounted for). Submit signed and Malleable sealed ralculatlons or the manufacturers publlshetl literature �' 2 Iron terminal showing the Proposed anchor adhesive's ability toAnchor develop this r, E aJ*P Post Cap PIPE SUPPORT load to the Engineer for approval prior to use. Anchor Installation,Includinghole size,drilling,and clean out,must RAIL CLAMP ELEVATION be in accordance wit Item 450."Railing". GENERAL NOTES: Chain Link S S This sheet must be used with a concrete Traffic or Fabric Hex Nut Combination Rail. Rails that can be used with this sheet are T551,SSTR,T221,T222,and C221 Rails. Chain link fence details shown on this standard are adequate for all (ASTM A563) F�(H55 Support 9u bt j el Rail Clamp for speeds. If used,optional side slot drains shown on rail ko Hardened steel Threaded Rod 6 uz' standards must not be an closer than 6'from chain link washer H55 3.500 x 0.216 Y ! (ASTM F436) Projection Post to edge of side slot drains. 1 Sy` This railing cannot be used on bridges with expansion i 4 LL 'o joints providing more than 5"movement. s ! Concrete Payment for materials,fabrication,and Installation of this PL (ASTM A36) Rail assembly are to be Included in unit price bid in accordance Di.Threaded j 1 Hex Jam Nut with Item 110,"Rail(CLF-ROr. 1= Anchor Rods(ASTM A307)01 Concrete Rail (A Hex Nut Approximate weight of fence-10 off. 63) See'Upper HSS ( (ASTM d ate ^, Connection Detair. ----- ----- --"- 2 Hardened TM,I i washers(ASTM a361 SHEET 2 OF 2 I ;�T221 Rail r I .___________ Dla 2 Hex Nuts Bridge 6 1 (ASTM A563) Division See"Lower H55 Threaded N Dapartmant of Trurpo/hMon Sty 4.1d Connection Detair. Anchor Rods --- __— ti 6 HSS (ASTM Z7)/I HSS ��-- Support v HSS ' 8 FT CHAIN LINK FENCE Rail T551 Rail I'ID' 7 y' 1 Ii' ' Clamp I f vDia Stabs--t FOR RAILROAD OVERPASS IP Hole In HS5 3.500 x 0.216 HSS SUPPORT $'Dim Threaded Q Slab RAIL r L CLAMP ASSEMBLY Anchor Rod(ASTM A707)/ UPPER HSS LOWER HSS CLF—RO CHAIN LINK FENCE SECTION CONNECTION DETAIL CONNECTION DETAIL „. _rorcofl-Is.eu oeT,tbf n:T,OSTw: ax ah QT,POf sePeMw 1011 W (Showing Terminal Post on a TSSI or T221 Rail, (Dimensions may vary according to (Showing Terminal Post or Line Post) 'w111" i Line Post,T222 Rail and SSTR Rail similar.) Manufacturer's specifications.) 04 Approach slab or pavement 8"X 18 Gage galvanized 8•X 18 Gage galvanizetl Nail flashing to cap {lashing lull length Face of flashing full length or wingwall one seal o/[a -- See Layout for slope aDul cap of cap B with Joint Sealer v Form veticl �`�\6'/ i m - o q • Q face at edgePlug ends and seal joint Varies 9" O O o/cap along ends of cap and v o a` me o depression P Keyway formed O 51tle of WingWal/s with O a for drain-3' n abut cap, joint sealer :e uq a 1 x oat with >0 WM u [r e o �_ ___________ o Add 2 a5 Bars asp 1t_l.._.. O O �« c4 t ¢ Rein{ ReIM - z xO x 1 - CAP OPTION A CAP OPTION B - a5 Bar(Full x Z - '^ Toe o{ length o/curbl n _ v I F'.!^ b - slope - x p Z x �•Exp Fsce o! O x Z x Rein/ g abutment bu�nt ^ _ y; 6'h Caulking Jt MaCI n all Z p 9 or' in e C o;„ x u x Nf� .._.. § 0 - 1- -1 sealern! Fein/ : QN Z x x Granular material „! (when specified)1 ya'Dia x if Loose o Galvanized •ypf w g. D graded gravel or crushed stone anchor screw , r x placed continuously along periphery Rein{ ` D o/granular material under riprap only at 12'c-c \ v x §� x it or as directed by the Engineer SECT THRU RIPRAP $;E 1 ?wary Holes© o o�� z AT WINGWALL Iz d Weep holes 11 z Z SHOWING KEYWAY OPTION CAP OPTION C ^ �{ x x x x x O7 When riprap's shown extended around header on )) layout,extend slab and toewaN as shown and SECTIONS THRU RIPRAP AT CAPS t SEC C-C V Q B x x x eliminate e•curb. 0 0 0 0 Z Z Z x Q Limits and configuration of drains and depressions are as 12 6' - 6' ___________ ____ shown elsewhere in plans or as directed by the Engineer. Max Min nst M,n ¢ [o Jt 1© —WWR or Reiff O Location of shoulder drain must consider limitations imposed $o Steel j by rail transition. Do not locate shoulder drains at expansion 0. V See Layout See Layout for joints between approach Slab and concrete pavement. ^ /or limits4�1 location of shoulder drain i/required.O.� O See details elsewhere in plans for installation o/guard fence - WWR or ` posts through concrete riprap. Reinf WW Provide intermediate toewaN only when designated elsewhere R 1�+• reinf steel WWR gay INTERMEDIATE TOEWALLQ PLAN 5 ears win O 13 ^8� see elsewhere n plans for ran transition in the plans or included in the specifications. REINFORCEMENT DETAILS Showing coot traffic rail ©Provide lower level olf 7 Dia weep holes at 1D c-c backed by See General Notes for optional synthetic fiber reinforcement. ^ I CF packet o/gravel and galvanized hardware cloth at all w„R± y Engineer to eliminate. ------------- i E„ tattoos unless directed he o t g1 hM 7 -- ----- x Use wider or other drain directed by the if shown elsewhere in plans or i/directed by the Engineer. GENERAL NOTES: itx Q Wall extension may be reduced or modified if approved by Provide Class air concrete(Pc=2.000 psi)unless noted elsewhere e - 111 v x the Engineer. Increase wall extension to 1'-e whenever the in plans.ew Slog--;----' optional intermediate toall is called for in the plans. Provide Grade 60 reinforcing steel. A 1 tots ---- ---- --- - - o x Z Z x 9 Provide deformed welded wire reinforcement(WWR)meeting O Top of cap to top o/riprap dimension varies as directed by ASTM A1060,unless otherwise shown. Sae V - Z Z Z the Engineer. Should be 9'Min for beam/slab type bridges Provide reinforcing bars,deformed WWR,or any suitable combination 4 / Z x x and P-P for slab span,box beam,or slab beam bridges. of both types for riprap reinforcing,unless specified elsewhere in the h x plans. 0 o x Z x x a5 bars shown are required eVe n when synthetic fiber Optionally synthetic fibers may be used if approved by the Engineer. - ° reinforcing option is selected. Provide synthetic fibers listed on the"Fibers for Concrete"Material ©1 Producer List(MPL)in lieu o/steel reinforcing in riprap concrete. Provide sealing option far joint between the lace o/cap and Install construction joints or grooved joints extending the full slant -----1 ------------------------ rips as designated b the p gn y Engineer or as shown elsewhere slope� height at intervals o/approximately 20 feet unless otherwise� ELEVATION on plans. directed by the Engineer. Hardware cloth,loose grade stone behind weep holes,flashing,or Curb must'Bridge t be Mtn 7 Flashing(shown in Cap Option A)may be used at wingwall in other sealing material are subsidiary to the bid item"Riprap". drip line Curb Oj addition to Exp Jt Mat'I if shown on plans or directed by the See Layout for limits o/riprap. h Engineer. RRB is to be used on stream crossings. a5 Bar 0 t• 7$Ntn 7 6' RR9 Is to be used on other embankments. Typ RiPrap Provide a3 reinforcing bars at 1B"Spa c-c. Provide Welded Wire Reinf M i^ Reinforcement(WWR)as 6+6-D2.9xD1.9 or D3xD3. Combinations of WWR ��------LLLLLL Rein/ and reinforcing bars may be used if both are permitted. Use lap splices Add 1 tF5 �O8 Column o the a minimum i inches,measured from the transverse wire of WWR,and • ReIM the ends of reinforcing bars. Bridge dM t. Bars along 2 9' , wingwall Oq O 1 1 1/granular material is specifies.provide upper level o/2"Dia Ad�/111a/K�71�I1a�U0/k l;f� 7!•NinQ weep holes at 18 c-c backed by galvanized hardware cloth. CONCRETE RIPRAP AND SEC A-A • 2'-&N,n 7 8'x 18 Gage GIN Sheet Metal SHOULDER DRAINS h acP Provide WWR or a3 bars,with V-D'extension into slope. EMBANKMENTS WWR or reinforcing steel is continuous through riprap AT BRIDGE ENDS 7q) M Riprap blockout to be filled construction Joints. Provide WWR or reinforcing steel thatTYPES RRB & RR9/�/�'--�-�� with aCP.(Subsidiary[o riprap) extends V-I"minimum into adjacent riprap on each side of Refn/� � Reinfl�}—x-+l RIPRAP DETAIL AT COLUMNS construction Joint even if synthetic reinforcing/ibex is utilizer. CRR (As directed by the Engineer) FOR CONTRARORS INFORMATION ONLY: rrftlel-19q/n au Rpp1 a:hWi a:iapgr u:hWt SEC B-B SEC B-B SEC D-D 5-of RRB =0.015 CY/SF �i ppi` x,,;,Bit 4"of RR9 =0.011 CYJSF W W (No drain) (Shoulder drain (Shoulder drain) l3 Rein/at 18•c-c=0.501 Lbs/SF1S10Y5 integral with riprap) 6x6-D3+D3=O.408 Lbs/SF 04 12 Spa at 3' 30 Spa at f-20-0' 15 Spa N 12' Spa N Ir Max Showing Type Tx62&Tx70 Girders ><3-0' -15-0' Bars R Spa-2 W 12 Spa at 3' 20 Spa at 6'-10-o' 15 Spa at ff 15 Spa N 12" Spa at IS Max Showing Type Tx10,T+16&Tx51 Girders 3-0• -10-0" -IS-0• 12 Spa at 3' 15 Spa N f 10 Spa at 6' 15 Spa NO" Spa of 12'Max Showing Type Tx2B&Tx31 Girders 3-0• 5*-r S'-T 10-0' Do not blockout I top of girders for Fare of aDu!Dkwl, A O P 6 7 R T I SYminetrical about thickened slab ends. I'�Face of abut Owl. inverted-T stem or 'nverted-T stem or I interior ben! �1 (interior bent der for a ment for payment 1 for a girder ro•payment Optional C.G.or glider C.G.of depressed strands 1 I/V Chamfer _. j vertically(Typ) a 90•at mt bents, .. - - -.._ I plumb ends at abut 'I I kwl&inverted-T "gM O. 2 T 1 2 j U CH [ C.G.or s1—gh,strands C.G.of all strains Bars 3-3'Bs parallel Bars perpendicular to bottom of girder j f I j k I- r+oie eown point wE M to 9lrtler eM 1 Bars S CI Cox r D Y Bars S 5paO 12 SPa at 3' r 0 3-0. Spa-3' 6•Max Spa 1.5 x'Dr(Min) Bundle with Bars R when vertical clearance is less than or equal to 20 I k` (Bundle) 8� L12(Orro half span length) L12(one half span length) a�M OBundle with Bars R. Measured along Q Girder at interior bents;perpendicular to abutment bkwl or Inverted-T stem. GIRDER ELEVATION g y QThe average of the top and bottom spacing of Bars R cannot exceed the required spacing. U ears P(06 x 15'-0')required in Tx62 and Tx70 girders. At the fabricator's option bars larger GIRDER DIMENSIONS AND SECTION PROPERTIES than w6 may be used. when L is less than 50 ft,Bars P are to be the same length as Bars T. 'D' "B' 'Yf' 'Yb' Area '/Y 'ly- Wei ht 10 o a Lf20,but not less than Y-T(-0,+7). Girder 9 O[ girder end 00...P(,a6 x 15'-0-)are only required in Tx2B,Tx31,Tx40,Tx16,and Tx54 girders when'e'at Type (in.) (in.) (in.) (in.) (ml) (in.') (in.') (plf) 17 0 l 1 S0)Vertical Slotted Hole at ire for der ends exceeds 0.25 x'D•. At the fabricator's option bars larger than w6 may be used. e a [labeled(D)on Bridge Layout]. Required for outside girder W p 9 Y Tx2B 28 6 I5.02 12.98 SBS 57,772 40,559 6" 7 Bars T N 5 F S a T only or as shown on substructure details. Anchorage holes When L/s less than 50/t,Bars P are to be the same length as Bars T. a; q p Tx31 31 12 18.49 15.51 627 88,355 40,731 675 may be tapered N to x I%)at 3Y base. If holes are ©I V pear Cover to Bars S. - 6'I1 formed with sheet metal,forms may be left in place. Tx10 10 18 21.90 18.10 669 134.990 40,902 720 o � SPare Bars A at 6'Max for girders requiring overhang bracket hangers. Spare al I7 Max Tx16 16 22 25.90 20.10 761 198,089 46,478 819 f ! R 36- for all other girders. Tie to Bars R as necessary.See standard IGMS for"Deck Forming Notes", Tx51 51 30 30.49 23.51 817 299,740 46,707 880 (Typ) T 10 Tx62 62 37 4$• 33.72 28.28 910 a63,072 57,351 "0 7 Bars T at 3 Eq Spa i Based on I55 prI total weight o/concrete and rein/arcing steel. P 6 11 Smooth trwei finish on the slab overhang side of exterior girder. Tx70 70 IS S5' 38.09 31.91 966 628,717 57,S79 1,0I0 I A ��j 6 6-t1 ,a-_-�' f f q GENERAL NOTES: 7 Bars T at 3 Eq Spa 2' Designed according to AASHTO LRFD Bride Design Specifications. (Typ) (TYPI id 9 9 9 P Provide Class H concrete. h IS YS' 7 .' ;�; 11 Provitle Grade 60 reformeing steel. h a 10 f f T An equal area of deformed tWelded ware A,'C,R oormen t niess j-sj-e-'-w+ q (ASTM Ae Grade may be info substituted for Bars A,C,R or T unless otherwise noted. fTYp) (Typ/ It is permissible for bars or strands to come In contact $ � .�' with materials used in forming anchor holes. 1 O h 12$• 7 n h— r I I _, 6 Corer dI�nsions are clear dimensions,unless noted otherwise. unless noted(Typ) S f ^-ry Reinforcin bar dimensions shown are out-to-out o/bar. C.G. 6 1 K" HL93 LOADING SHEET I OF 2 _.�_. m unless noted(Typ) d h II$• r 2' Y Ell P. r C.G. 1` DIvINon -----�_. m 1 y�.O S DaprBtrtbd7►nkt8r8rYtlen Stanl4ro g g• 3 9$• 3' unless trot�?IYP) C.G_- _ PRESTRESSED CONCRETE e,r—d— SK c CH CCHU GCHI-GIRDER DETAILS i� h �, h ,a, h i• o C e C Ai C b 'bottom D �� a Yf bottom bottom lf �j a IGD chamfer 32. -yl '^ chamfer gy chamfa g2• y ^ h... ,ta,mi�a ou^ o<rxObr a:laN rtn ...rex (TYp) - _. .. (Typ) - (Typ) Qi.oni n.v�,�io�i W TYPE Tx62 & Tx70 TYPE Tx46 & Tx54 TYPE Tx28, Tx34 & Tx40 alr.:x..�.... .oral o� .max e h-Face of abut bkwl, Skew Face of abut bkwl, S Face of but bkwl, Fxe o/abut bkwl, Face of abut bkwl, inverted-T stem or an le verted-T stem or 4�" "verted-T stem or S4ey. inverted-T stem or y. inverted-T Stem or F interior bent g E interior bent �D/p 4 interior bent aoc! F interior bent mays, Ct interior bent 4 I / A i / I I / I I / / 33 }� -� R 33} 33I - R -3I}33 �--R 333}I33 -R - ------- ------- ------ - ------- ------" ------ - ------- -------------- - ----"--- ------------- - ------- ------- -'---- A A A A T S T S T 5 T S Lo 2 gl 3' 4' 5 S5' Bar R 7 ' = I Bar R Bar R Bar R Bar R U S U S S U S U S U - ng4 c E i —C 6 CH —C 6 CH / —C 6 CH —[6 CH i —[6 CH q R R R R R R R R Id N sY I C6CH C6CH I C6CH C6 CH C i CH - 0°SKEW 15`SKEW 30' SKEW 45'SKEW 60` SKEW N`= control top(lunge cracking PLAN OF GIRDER END512 that may occur larger form removal, $e additional too flange reinforcing " may a be placed as shown in girder I g e e ends at the Fabricators option. Clear Reinforcing patterns shown are provided as guides to determine troeinforcement placement in skewed ends. Place Bars S as close i them de end as tobe bundled cover eth Bars Rents permit,which may prevent I U the SF�y 1!Y 13 Bars may be cut or ben[at skewed end as required. o Y Clear 10 Vd' !0 ' 74 increase as necessary for bars at skewed end. BARS CH(4'4) 15 No portion of bar less than In ft. 76 For Welded Wire Reinforcement(WWR)option,area of Bars R may OPTIONAL TOP FLANGE a be reduced in proportion to the increase In reinforcement yield REINFORCING DETAIL Z strength over 60 ksi. yield strength of WWR is limited to 75 ksl. a ti Vertical a N p g /4 WWR leg To fig width minus 3' / Longitudinal \ Q FOR SKEWED FOR SQUARE re, Z-0' GIRDER END GIRDER END must be 40% or greater HL93 LOADING SHEET 2 OF 2 of vertical BARS C(N4) BARS U (#5) BARS A(03) deformed 1wires ry= � BNn i e'S area C 'I ,Tuna Dsp&-DnW f of 71w/NpOfYB0I1 SMWa d PRESTRESSED CONCRETE I-GIRDER DETAILS c Bottom of l� z / girder 5 See'Optional 5 f� WWR Detail' Girder length minus 3' _ ipinlsl-If.Ip sw TIOOI uNNI s lTK u:TM OPTIONAL WELDED WIRE ©.'°° .12011 REINFORCEMENT (WWR) DETAIL BARS R(s4) IB BARS S (#6) BARS T(#4) ,:b "";21r„ DESIGNED GIRDERS DEPRESSED CONCRETE OPTIONAL DESIGN NON-STANDARD STRAND PATTERNS IRESTRESSING STRANDS STRAND DESIGN DE516N REWIRED UYE LM L0.k0 LOAD MINIMUM DISTRIMlTION PATTERN STRAND ARRANGEMENT STRUCTURE SNo. GIRDER GIRDER NW PATTERN RE FASE MINIMUM AT I OF GIRDER TOTK 's' 'e' STRGTH )I DAY COP TFNSIIf ULTIMATE iKiON SYD NO 517E STRGIN E END TO [0111 STRESS S ass NOMfNi 2.5(A8COEFGL 4.5(ABCDEFG).6.5(ABCDEF6),B.5(ABCL 10.5(A) ARTER No. END O STRGTN RW 11 I-,p CAEKRY (D 1, pit rc (SERVICE 1) (SERVICE III) (STRENGTH I) (IN Rut) (In) (In) (In) Rstl (ks0 rctlksi) itMkM) (ki N NOMW 1 Shear Park Blvd Ext(NB) 1 ALL Tx54 36 0.6 270 19.34 12.01 6 50.5 5.700 7.100 3.173 -3.451 7082 0.748 0.964 2 ALL Tx50 42 0.6 270 19.01 12.72 6 50.5 5.600 7.200 4.400 -4.326 8114 0.494 0.688 3 ALL Tx54 28 0.6 270 20.01 14.29 4 44.5 4.000 5.200 2.394 -2.662 5611 0.793 0.941 4&5 ALL Tx54 30 0.5 270 19.61 12.21 6 44S 4.000 5.100 2.878 -3.142 6521 0.800 0.906 6&7 ALL Tx54 44 0.6 270 18.83 12.28 8 44.5 5.800 7.500 4.436 -4.492 8690 0.615 0.756 B 1-3 Tx54 50 0.6 270 18.29 10.29 10 50.5 6.000 8.300 4.707 -4.746 9198 0.618 0.767 ( Based on the following allowable stresses(ksil' H 4&5 Tx54 44 0.6 270 10.B3 11.55 8 48.5 5.600 7.100 4.386 -4.259 8142 0.573 0.767 ` 9 ALL Tx54 18 0.6 270 20.01 11.29 4 44.5 4.000 5.200 2.737 -2.9% 6171 0.815 0,918 Compression=0.65 f'ci u 1 0 ALL Tx54 32 1.6 270 19.63 11.76 6 41S 4.200 5,300 3.021 -3.2% 6789 0.798 0.906 11&11 ALL Tx54 41 0.6 270 7B.B3 11.9T 8 46.5 5.700 7.100 4.018 -1.3/7 8831 0.792 0.906 Tension=0.21 f'rl Optional designs must likewise conform. A we Park Blvd Est(SB) 1 ALL Tx 54 3 0.6 270 19.34 12.01 6 50.5 5.700 7.100 3.167 -3.446 7076 0.748 0.964 6 o O2 Portion Of full NL93. 2 ALL Tx54 42 0.6 270 19.01 12.72 6 50.5 5.600 7.200 4.349 -4.287 8062 0.494 0.680 3 ALL Tx54 36 0.6 270 19.34 12.0) 6 50.5 4.700 5.900 3.349 -3.624 7398 0,754 0.943 '\8 4&5 ALL Tx54 30 0.6 270 19.61 12.21 6 44.5 4.000 5.100 2.693 -2.970 6195 0.769 0.922 6 ALL Tx54 44 0.6 270 18.63 11.19 8 50.5 5.800 7.500 3.980 -4.017 8149 0.736 0.736 Y$ 7 ALL Tx54 38 0.6 270 19.22 12.27 6 50.5 5.000 6.300 3.836 -3.886 7925 0.746 0.756 DESIGN NOTES: i 8 ALL Tx54 44 0.6 270 18.B3 MAY 8 50.5 5.800 7.500 0.216 -4.260 B543 0.737 0.771 Designed according to AASHTO LRFD Bridge Design Specifications. ell 9&!0 ALL Tx54 32 0.6 270 19.63 11.76 6 48.5 4.200 5.300 3.098 -3.376 6943 0.764 0.934 Optional designs for girders 17(1 lee[Or longer must have a /1&12 ALL Tx54 40 0.6 270 19.1) 13.71 6 42.5 5.500 6.900 3.724 -3.996 8069 0.794 0.906 calculated residual camber equal to or greater than that of the y= designed girtler. Prestress losses for the designed girders have been calculated W$± for a relative humidity of 11P percent. Optional designs must likewise Conform. ~` FABRICATION NOTES: Provide Class H concrete. Provide Grade 60 reinforcing steel bars. o Use low relaxation strands,each pretensloned to 75 percent of E B fpu. „ Strand debonding must comply with Item 424.4.2.2.2.4. Full-length e>o de bonded strands are only permitted In positions marked A. Double wrap lull-length debonded strands in outer most position of each e raw. When shown on this sheet,the Fabricator has the option of furnishing either the designed girder or an approved optional `N1 design. At optional design submittals must be signed•sealed and Mg a dated by a Professional Engineer registered in the State Of Texas. _ Seal cracks in girder ends exceeding 0.005-in width as directed Dy the Engineer. The faDritator is permitted to decrease the spacing of Bars R and S by providing additional bars to help limit rack width provided the decreased spacing results in no less than _ E 1'clear between bars. The fabricator must take an approved corrective action if cracks greater than 0.005'form On a repetitive 8? basis. ° DEPRESSED STRAND DESIGNS: Locale strands for the designed girder as low as possible on the 7 grid system unless a non-standard strand pattern Is Indicated. Fill row'2.5',then raw'4.5,then row'6.5,etc.,beginning each row 66.5 in the'M position and working outward until the required number 64.5 of strands is reached. All strands in the'A'position must be depressed,maintaining the 7 pacing so that,at the girder ends. 60.5 _J : the upper two strands are In the position shown In the table. S6.5 b 56.5 t 52.5 50.5 50.5 48.5 ,x IB.S .S M To complete this sheet Input the girder designs In the 16.5 ---- -- 46.5 table and the relative humidity under Design Notes. 44'5 I ? 44.5 a 42.5 J 42.5 In all cases,remove this block.This sheet must be ,p 405 - t ti 405 signed,sealed,and dated by a registered Professional 38.5 a 38.5 Engineer. 36.5 36.5 m 36.5 C 34.5 --- L 34.5 N 34.5 32.5 ti 32.5 32S 30,5 e 30.5 30.5 28.5 --- u 28.5 n 28.5 2is _ u f: m S 5 NL93 LOADING 22.5 215 22.5 li4 g 20.5 y? ry 20.5 20.5 AMO-° Bridge i w u( 18.5 T 18.5 IB.S Division 16.5 16.5 16.3 ,liw Department Of Tr.rtapWftWn Standard 4 14.5 14.3 14.3 - yF 11.5 12.5 12.5 tf_,,,•,!! 10.s 10.5 10.5 may;,- •y�s�( PRESTRESSED CONCRETE 1, . ° 15 6.5 4.5 a. ........ I-GIRDER DESIGNS .........L.ion., °,,...�.. .�T:.° ° wQ 4 4.5 2.5 4.s txDN6 NDNG A[roi bR«fin.c,.rn°rM 4n wr ry 2.5 1.5 Z.5 �...r......eos]i......T..i (NON-STANDARD SPANS) GFEDC BAA BC DE FG a GFEDCBpa atAABCDEFG k GFEDCBAABCDE FG If(4f�CFNSt 13 Spa at FEDCBAA37 L 13 S 7 I 13 Sps atat 7 11k\ �� Tv no "J FEBRUARV 04,2M2. IGND TYPE Tx28, Tx34 & Tx40 TYPE Tx46 & Tx54 TYPE Tx62 & Tx70 "NOT FOR CONSTRUCTION" cur lcit N n:TND01 n:TNDOT EF[ IcITAR h"� t0*T AUWsf loll O'er HAULING 6 ERECTION: 60 Max i The Contractors attention is directed to the possible lateral instability of prestressed concrete girders and beams over 13D GfrOers/Beams t ____ ___ following during hauling The use of the tt ♦f♦ g methods to improvey encouraged:Locate •y t ----- -r��-ii-_-- -_-_-�_------- I_-_—� F'�3_- ---- lirting devices at the maximum practical distance from girder •� f-0• ends;use external lateral stiffening devices during hauling •� 't(TYp1 See Mgle 4 Anchor and erection;IiI[with vertical lines using two machines;and Brxe De[alls S Min \ bolt take care in handling to minimize inertial and impact forces. s v \ (TYp)O7 (TTyp) \ ERECTION BRACING: Mid span Horizontal Erection bracing details shown are considered the minimum for (TYp) 1 __________ _ ___ _______ _____ ____ _ _ •\ bracing Edge o! fulfilling the bracing requirements of Item 425. t top and bottom •� ca E w Edge of Required erection bracing must be placed immediately after 't p ^ tap •� erection o/ ach girder and remain in place until additional bracing f Sent s• ;4 Bent Cable!with •\ n�_ � s requiredefor slab Placement is in place. This standard is ± turnbuckle o ,` O v X6 `� needed in all cases to meet requirements for Slab Placement Bracing. r t come-along) ;; I •t \ - PHASED CONSTRUCTION: Place erection and slab placement bracing for all girders in $ t Timber(Notch •\ a phase as shown in these details.For phases after first.also M `t and brace against `• place erection and slab placement bracing between outer girder Diagonal bracing on firs[ irder/beam erected corner of girder) _ -- -- ` of completed phase and adjacent girder of current phase.When the >e 9 9 9 See Delai!'A" ---'- - -f ' } - --- -�- - -�--' ---� --F-�- phase construction joint is between girders,top bracing can be - ----- •� omitted y g� ERECTION BRACING Attach to girder Bar R al nearest end of at a,E � �� 12 gage(0.105"thk)x 2 V PLAN \ steel strap.Galvanize per wo_ �4'Min dia expansion anchor, ASTM A653.G165 coating 3'Min embed,6xultimate shear designation.Og Wood blackin*of requiredVz General purpose o capacity required. "�s'Dia worerope,Min O t• v hole centered in strap to prevent brtim eh�-f Girder flange edge.3'Max timber Girder Bar R as shown0'Min Tight fi(Typ) DETAIL "A" See AngleDia bolt Stra 4 x 4 TimbBrace Details With nut fx washers I+B p end I t1. T+50 antl T7-d+0 or beyond anchor d+6 Timb \ 2-2+4 Timbers Spacers O " and Ty VI(Min) O I/angle shown exceeds 110 degrees,move diagonal brace to other side of girder/beam and place square to gir der /beam. `$a fMln) t This may prevent exterior girder from being erected first. Less than 45' O Plac and weld 15 bars as shown during erection. If forming deckewith prestressed panels,bars can be temporarily removed, „a ov 4 x 4 1 one l a[Ime,during panel erection. qe-install Dar prior i;E M Tight fit Timber to additional panel erection. Bars can rest on panels and or be bent down and welded to girder Bars R(See Sheet 2 of 2). (Typ/ qO 1-1 x B Timbers See Detail"B' (notched) %•g193 Gr.B7 or O Clear distance between spacers must not exceed 3'. Nail A449 anchor bolt END VIEW together with 16d nails. FOR ERECTION BRACING, OPTION 1 !7'-2"Min embed)O I (This option is not allowed when slab 0 Use wedges as necessary to obtain tight fit. Nail wedges mbers. is formed with PMDF or plywood.) DIAGONAL BRACING DETAILS to ti O OPressure treated landscape timbers can not be used. (To be used on both ends o/the first girtler/beam Weld a5 bar to erected in the span in each phase.) ©All hardware used with cable must be able to develop a girder Bar R minimum 25 kips breaking strength. Use thimbles at all I V loops in cable. Install cable clamps with saddles bearing against the live end and U-bolts bearing aginst the dead end. e"Dia bolt I%e Dia hole for Oil is acceptable to tie anchor bolts to cap reinforcement. With nut 6 washers O 1 y'Did F3725 Gr A325 1-4 x 4 or 7 x B boll(loth=6"). Loop O Prior to installing,field bend strap to lay flush on both L2-7 x 4 Timbers SpacersO cable at bolt. girders'top flange and slope between flange tips. + OAnchor bolt may be drilled and epoxied In place.Provide 15k (Min) minimum pullout.Core drill hole. �'x�Clip 2-PL�z 3 pr SHEET I OF 2 I x4 4",i Tight fit Timber f or v (TYP)O 2-2 x 8 Timbers 2 7 L tl'is hole for See Detail'B" (notched) L 4 x 4 x�a �'Dia A793 G/.H7 JF DIp�D111WIW o/71inWPwkatlon L StartdWN or A449 anchor bolt FOR ERECTION BRACING, OPTION 2 x 4 ELEVATION (I V proj,P 2' MINIMUM ERECTION AND Mln embed) 2-PL Yjx3 BRACING REQUIREMENTS 1+B S5 .j; HORIZONTAL BRACING DETAILS OO PRESTRESSED CONCRETE I x e I-GIRDERS AND 1-BEAMS Sparer PLAN MEBR(C) DETAIL "B" x a n, akRsl-Dava o<I,nr +nMr a:rxm x:TxPO PLAN n VOUT 1u .Zan ANGLE BRACE DETAILS oLL Saw Table 10 TABLE A OPTION 1-RIGID BRACING (STEEL STRAP) OPTION 2-FLEXIBLE BRACING (NO. 5 OVER PCP) Maximum Bracing Spacing Maximum Bracing Spacing �1(Typ) Girder or Beam Type Slab Overhang Slab Overhang Girder or Beam Type Slab Overhang Slab Overhang less than r-0'11 P-0'and greater 11 less than s4 1I 4'-0'and greater 11 I'-0' t Tx28 y points ri.points Tx2B y points %points Horizontal _. _-.. _ -__---..-. (Typ) .\ 1, bracing Tx34 y points _ points____ Tx34 y points %points 1 top and bottom Tx40 %points %points TY40 %points %points t Tx46 %points a points Tx46 %points %points v t, Tx54 %points 11,points Tx54 V.points %points q v [Bent�� t1[Bent Tx62 yi points %points Tx62 V.points %points e e Tx70 %points %points Tx70 1/1 points %points _. =84 i [Girders/Beams _ A %paints _ %points _ A 2.0 It 1.5/t B %points %points _ e- -- - 3.0 It 2.0/e ="o SLAB PLACEMENT BRACING C %points %points C 4.5ft sort i„a IV %points %points IV %points 4.0 It VI y points %points I VI %Points 4.0 It OPlace and weld 15 bars as shown during erection. If forming E deck with prestressed panels,bars can be temporarily removed, one at a time,during panel erection. Re-install bar prior _^o to additional panel erection. Bars can rest on panels and w o N 12 gage(O.IOS thk)x 2 Y be bent down and welded to girder Bars R. steel strap.Galvanize per Min dia expansion anchor, ASTM A653.G165 coating @ Clear distance between spacers must not exceed Y. Nail 3•Min embed,6 sultimate shear designation.Leave in place together with I6d nails. capacity required. 'y�Dia after PCP and slab placement.( hole centered In strap O Use wedges as necessary to obtain tight fit. Nail wedges 3'Max [Girder to timbers. [° - 0'Min O Pressure treated landscape timbers can not be used. e g° @ Prlor to installing,field bend strap to lay flush on both M 2 E %•pia bell girders'top flange and slope between flange tips, a with nut 6 washers strap eM I%' 1-4 x 4 or Spacers@ beyond anchor 70 Bracing spacing(V.and%points)measured between first 2 2-2 x 4 Timbers and last typical brace location. .o 0 1•-O' 6 I1 Measure slab overhang from centerline of girder or beam. (Min) When overhang varies in span,determine bracing spacing yy _ based on largest overhang. 3lgi right tit Timber SLAB PLACEMENT BRACING: f or The details for slab placement bracing are considered minimum for p „ (Typ)( 2-2 x 8 Timbers fulfilling the requirements of Specification Items 422 and 425. See Detail'B'- (notched) Required slab placement bracing must remain In place until slab concrete has attained a compressive strength of 3000 psi. FOR SLAB PLACEMENT BRACING, OPTION I-RIGID 2 x e GENERAL NOTES: (Showing slab formed with PCP.This option is not allowed Bracing details for spans longer than 150'are not provided. when slab is formed with PMDF or plywood.l The Contractor must submit proposed bracing details for such 1 x 8 conditions to the Engineer for approval prior to erection. Spacer Systems equal to or better than[hose shown may be used provided details of such systems are submitted to and approved by the PLAN Engineer prior to erection.Use of these systems or details does not relieve the Contractor Weld e5 bar to both logs - Field bend as necessary to allow g PCP placement.Do not bend when of the responsibility for the adequacy of the bracing and the 0I girder Bar R used with PMDF or plywood forms. DETAIL "B" safety of the structure. Removal of bracing for short periods of time to align girders and beams Is permissible. All turn-buckles,come-alongs,anchors and other connections _ must be capable of developing the full strength of the cable shown. %'Dla bolt Furnish anchor bolts and nuts in accordance with Item 449, with nut 6 washers I x 8 O 'Anchor Bolts'. 1-4 x 4 or Spacers@ .' SHEET 1 OF 2 2-2 x 4 Timbers i 1'-0 (Min) `� • Division 7irae Depra h—M of n—apoetetim stweb-nd 4 x 4 -` MINIMUM ERECTION AND Tight fit Timber (Typ)( or 2-2x8Timber. BRACING REQUIREMENTS See Detail'B' (notched) PRESTRESSED CONCRETE FOR SLAB PLACEMENT BRACING, OPTION 2-FLEXIBLE I-GIRDERS AND I-BEAMS (Showing slab formed with PCP.) MEBR(C) HORIZONTAL BRACING DETAILSO ant a:I-D4M a:r,gm r,:r.gbr a r.od r,r.00 QTx0p1 MNva as FW xwuxw B-P End of optional Interior support of continuous No panels allowed Max mum polystyrene void form 9-V Max £Beam steel girder/beam overflanges tension S End ,flange ________ ge h e ?r�'—Pl�yp) �£Beam N h�e/ __ __ _ __ ___-_--_--_-_lr. ___ _�T � ____ _ �____ h r S 6 B M x Flange �v f Bedding strip(TYP) 6',in 13 v/ o`o.. -�. 0 _ o�� c . etlge ErW of I• £Girder _ = i fl _______ ___void__ �_ ___ i• Skew _.� If £Beam _ ___ _ JL- _,_____ p Bedding Panel a ----------- --- --Ii `�£Beam I Flan-9a 7-1'Min, I Limits of to tension flanges 7 1'-3' 10 strip(Typ) (Typ) b edg I Z-P Max flange (See Span and Girder Details) ±� PRESTRESSED CONCRETE I-BEAMS AT FLARED BEAMS OR GIRDERS OVER CONC U-BEAMS AT INT SUPPORTS OF CONTINUOUS STEEL GIRDERS " See PCP-FAB standard for Min and Max dimensions based on beam/girder type."i r End O PART PLANS OF PANEL PLACEMENT F� Splice =n a w --£Beam = I I bi (shop or field) re;(TYp) Flange z°O o=t wt;£c m edge n m KPanwitl9e .. 5'o£ w b Provide clear cover as indicated unless otherwise shown onSpan Details. O r`nSee Span Details antl Thickened Slab Entl Details for top slabreinforcement and clear cover. Transverse top slabBedding strip r cemITYP1. [lean topein/or ent may rest on[op o/prestressed ronrrote panelsflange per adhesivef necessary to maintain clear cover. r commendatinuf 's (Yp1 Butt adjacent bedding strips together with adhesive. Cu[v-notcAes, —f recommendations apProx%'deep,in the[op of the bedding strips a[B o.c..STEEL BEAMS h y 70 Equally space additional bar if more than P-3'Max. �„ 2"End o cover(Typ) it The actual thickness constructed may exceed teed the slab thickness PLAN AT SPLICE ' Shown on the Span Details but the extra thickness may be no more Girder Y// than S!7'Ior prestressed concrete U-beams and steel beams). (Showing steel beams with flange width transition) Bearing seat elevations or finished grade y be adjusted. 4;e x 4 u P ,- 6 x a E 71 Field adjust Bars ZI(a4)to match actual slope of slab overhangs. difference in flan g e Mlrkness. Cat bedding strip f adjust for - vi o'o O © J1 w Width of slab overhang will vary along span with curved slab edges. Adjust Bar Zl(a4)dimensions to maintain proper cover. Bars Z2(w4) B na 4 = are located at Inverted-Tee stems only. $ 0 13 Location of concrete Placement sequence boundaries and �I ^ bolted field splices should be considered by the contractor in Bedding Panel > determining panel limits. S Y 10 strip Tryp) (TYP) b £Splice eetltlltp stripO R`• (shop or held) g Beam PRESTRESSED CONCRETE I-GIRDERS or g)rder�- End S End corer(TYpI rover(TYP7 --4 seam 3 I1 C. £Beam ELEVATION AT SPLICE (Showing steel beams with different flange thickness) pa. C. ^ass -O O �,„e mesas _O - - '__ - a= I�D " 6 11 p Bedding Panel a �7strip ITYP1 (Typ) x strip(Typl (Typ) Sp. of PRESTRESSED CONCRETE X-BEAMS PRESTRESSED CONCRETE SPREAD SLAB BEAMS Bars P over exterior beams are still required when no overhang is used. In this case,only one Bar D,S from slab edge,is required. " HL93 LOADING SHEET 2 OF 4 " See Span Details and 'A standard for reinforcing �• o` n`% S End a 11 steel in overhang.(Typ) e a = corer RYP) w Amu Dflpamrtwa of 7koupormemn Standard S End u t i P N° a �` e N`fib Cov(TyP) =g PRESTRESSED £ o w N°E I- Field adjust just b= m= CONCRETE PANELS y varles� r DECK DETAILS ZI (nominal N N p 'Slab 1Beddin9 Panel 6 Z' 1'_3' 10 trip Trip) !TYpI 10 1'-3' 2' Slab overhang-3' Z7 PCP NORMAL OVERHANG SLOPED OVERHANG Overhang at bent-3' Z2 p�rrNel-194sn w irboT rx:TxbbT w RA rr-/MN WITH PRESTR CONC U-BEAMS TYPICAL PART WITH PRESTR CONC U-BEAMS '`cJr`P°t xwu Mu TRANSVERSE SECTIONS BARS Z(04) � � s BMMAXSPA BAR It is recommended to profile every 4 It by surveying each girder under PCP(0)for proper gradin of panels.9 M 0Screed rail used to set grade for paving machine Is not allowed past exterior girder as shown. T 1 1 I W End Cover on bars. (Typ) Spare bars UP(e4)with girder bars R(e4)In all areas where measured haunch exceeds 3 y'with Prestressed Concrete I-Girders. Epoxy coating for Bars UP is not required. 6"plus or minus. Place sealing strip at flange edge as shown. Butt adjacent sealing strips longitudinally together with adhesive. Use pencil vibrators with concrete placement over girder and between sealing strips to avoid rupturing sealing strips. Cut sealing strips 2"higher than anticipated haunch thickness and compress to grade. @(e3)Panel bars F must be field bent and welded to the R bars in girder. Two bars F per panel. QField placed bars that are allowed to be lapped. Reinforcing steel that protrudes from panels are not considered bars to be lapped. See"Material Notes"for applicable bar laps. Q4 leveling Bolt Pad, P Dia Coll Rod or P Dia Coil Bolt shown,are furnished by the contractor. After CONSTRUCTION NOTES: grading each PCP(0)panel with the I'Dia coil rods or coil bolts,secure each panel in its final resting Placing panels adjacent to expansion joints and bent centerlines position(plastic shims,welding,etc)and remove all I"Dia coil rods or coil bolts for the cast-in-place prior to completing interior panel placement is recommended. concrete. Coil rodslbolts may be left In place at contractor's option. If Coll rods/bolts are left In place, Ensure proper cleaning or construction debris and consolidation coil rods/bolts must have at least 2'/z"of cover to top of finish grade. Grading bolts are inadequate o/concrete mortar under the edges of the panels. Place sealing PCP(0) to carry all conceivable screed/construction loads. Panel support method must be calculated,location strips at girder flange edges so that adequate space is provided Identified,and placed on shop drawings. Method chosen to support panels must be adequate for all for the mortar[o flow a minimum of r transversely under the construction loads. Panel support method must be placediconstructed after final grading and before panels as the slab concrete is placed. Roadway ® But UP� PCP screed rail placement. Panel placement with Option I on the PCP standard.is not allowed. x I It is recommended to profile every 4 If by surveying each girder Slope n Unless shown otherwise on Span Details. under PCP(0)for proper grading of panels. To allow the proper amount of mortar to flow between girder and panel,maintain a minimum vertical opening of I'. Roadway I cross-slope reduces the opening available for entry of the mortar. `I Sealing strips vary in thickness along girder are therefore equired. Seal the lop panel with a Class 1 sealant as shown in the Panel 1 i Layout. MATERIAL NOTES: :C Provide Grade 60 reinforcing steel In cast-In-place slab. See Table o/Reinforcing Steel for size and spacing of reinforcement. If the reinforcing steel is shown on the Span Details to be epoxy Beam Bar Ne4) r�IC coated,then epoxy coat bars A,G,M.6 T. Provide bar laps,where required,as follows: Uncoated -e4-T-T HAUNCH Epoxy Coated-e4-7-5' BARS UP(94) REINFORCING DETAIL�4 Provide sealing strips comprised of one layer low d ensity polyurethane(1.0 Los density)roam sealing strips or equivalent. Oversize the height of sealing strips by 2". Bond sealing strips to the girder with 3M Scotch®4693 or equivalent adhesive compatible with sealing strips. GENERAL NOTES: Designed according to AASHTO LRFD Specifications. These details can be used as an option to construct the deck eoverhang when noted on the Span details and in conjunction See Span Sheets ` with the PCP(0)-FAS,PCP and applicable Standard sheets. e c These details are only applicable for Prostr Conc I-Girders. u'<t Any additional reinforcement or concrete required on these e V details is subsidiary to the bid Item'Reinforced Concrete Slab'. Example o/Rail Anchorage. _ Cover dimensions are clear dimensions,unless noted otherwise. rail anchorage. before vrad)npC) Reln/o"In,bar dimensions shown are out-tq-out o/bar. See applicable rail for Q Q Z-(e3)stability bars must be welded before grading. ` ---------------� -- --- - HL93 LOADING SHEET 7 OF 2 4. 7yp) PCP(0) I �* Brltl`e S-fin 4 GirderQ Sealing Seallnb 1 £GlyderQ See PCP ,Tree Depm nient o/hanepo utwn Dlvlslon slrlpb Strip slnp i standard. PRECAST CONCRETE I 1 PANELS FOR OVERHANGS Overhang birder Spacing Girder Spacing Span sheets PCP(0) See Span sheets See -f� See Span sheets Screed Rail prohibit 5 �• xvruct-u.evn o.: stw o:wL w: ITN ao XIN TYPICAL TRANSVERSE SECTION pxom =211 WW 04 (Showing Girder Type T1461 Position hangers flush with edge Slab DESIGN NOTES: o/beam See Span Detathickness,ils) V,'Min Asa minimum,PMDF and support angles must anchor Y'long L or ,Asia for the dead load o/the form, Field'rim Stirrup welded at 19'c.c. angle f lack Field trim angle Itle0 to PMDF Construction Dint rein/or[emenf one concrete plus 50 psf for angleeces if/ if necessary j construction loads. Flexural stresses due to y or comrolletl joint these design loads must not exceed 75 percent o/the yield strength of the steel. Allowable stress for weld metal must be 12,000 psi. FOIm Maximum deflection uncle/the weight of forms, support reinforcement and concrete or 120 pill,whichever 1'Min(Typ) (Typ) is greater,shall not exceed the following Zo Weld anchors = Slab thickness Plate 1/180 of the form design span,but not I. Max(Typ) See Span Details 7 ore than 0 SP, design spans Form are cast-in- h O O Joist m for desi of 10' a PMDF Support •• Place in the _ o/less. (Typ) beam PMDF e Note: In spans where PMD forms are used,limber 11200 of the form design span,but not PRESTR CONC I-BEAMS AND PRESTR CONC I-BEAMS AND forms must be used at construction joints. more than 0.75,for design spans greater m Adequate provision must be made to /-GIRDERS WITH STIRRUP LOCKS I-GIRDERS WITH WELD ANCHORS than 70. O support edge of metal form and to provide anchorage of metal form to slab concrete The form design span must not be less than a,- where joined to wood forms. the clear distance between beam flanges, e measured parallel to the form flutes,minus 2-. •- Slab rhi[kness, TYP LONGITUDINAL i'^ Stirrup lock See Span Details ) SLAB SECTION SECTION THRU CONSTRUCTION JOINT CONSTRUCTION NOTES: Position handers Form sheets must not be permitted to rest ` flush with edge Form Field trim angle Field trim angle tlire[[ly on the top of beam flanges. Form o/beam support if necessary sheets must be securely fastened to form PMDF supports and must have a minimum bearing c E length of one inch at each end. Form supports FOR PRESTR CONC U-BEAM AND STEEL GIRDER BRIDGES: must be placed In direct contact with beam w `e a Unless shown elsewhere in the plans,size,spacing,and orientation o/bottom flanges. mat of Slab/ernfor[ement must match the top ma[of reinforcing shown on the All attachments must be made by permissible t'All RyP) PMDF span details except all bottom mat bars are to be 05. Bottom mat reinforcement Shown on thethe bolts,forming or other means + and additional concrete is subsidiary to Item 422'Concrete Superstructures' 9 pans All sheet PMDF weld anchors are " FOR PRESTR CONC TX-GIRDER BRIDGES: metal assembly screws must be Installed with F; I-Ma+(rypl = torque-limiting devices to prevent stripping. cast-in-place PMDF See Miscellaneous Slab Details,Prestr Concrete I-Girders(IGMS)standard Only welds or bolts must De used to support Form in the Deam ll sheet for bottom mat reinforcing. vertical loads. support mqst be in (Typ) with Welding and provisions Item e08,a'Structural prov Field Welding",pertaining to fillet welds. U-BEAMS U-BEAMS In All welds must be made by a qualified welder -ate�z WITH STIRRUP LOCKS WITH WELD ANCHORS Place concrete in direction of lap( accordance with Item 448. e All permanently exposed form metal,where n the galvanized coating has been damaged,must Sla0 thickness, be thoroughly cleaned and repaired in See Span Details 1 � Tight/it not dance with Rem 405,'areas izinq'. _ E Terminate weld Tie strapf Minor heat discoloration in areas of welds nee0 c y !'ice (C-0'Max Sp.) not be to uched up. $m Form supports from edge o/ Intermittent Flutes t line up uniformly across the protective angle weld entire width of the structure where main at.E M reinforcing steel is located in the flute 3 ,« SIDE LAP DETAILS uConstshown on he planll s ot b The permitted ocatl nedf g= and forming ndetails for any construction joint o L Protective used must be shown on the forming plans P Min(Typ) angle(Typ) Forms below a construction joint must be PMDF 7'Max(Typ) PMDF O Slab thickness minus s°if corrugations reamd a/[errcuringof the slab. of concrete Form match reinforcing bars. sequence I vibration Intermittent Support Cut Z'wide tabs at 1 must be approved by the Engineer prior to weld (Typ) B-0'Max centers Q Welding of form supports to tension flanges concrete placement. Attention must be given and tiedield bend for will not be permitted. Other methods of to prevent damage to the forms,yet provide wind hold down providing wind hold down resistance for proper vibration to prevent voids or honeycomb STEEL BEAMS STEEL BEAMS PMDF in tension flange zones will be in the flutes and at headers and/or AT COMPRESSION FLANGES AT TENSION FLANGES Q considered. At least one layer of sheet construction joints. metal must be provided between the flange and the weld Joint. TYPICAL TRANSVERSE SECTIONS O The direction of concrete placement will be such that the upper layer of the form overlap is loaded first. 0 See Span details for cover requirements. GENERAL NOTES: Steel for Permanent Metal Deck Forms(PMDF)and support angles shall conform to ASTM A653,structural steel(SS),with SHEET I OF 2 Dating designation 6165. Steel must have a minimum yield , strength of 33 ksi. Minimum thickness of PMDF is 20 gage Ampt- and that of support angles and protective angles is 12 gage. Submit two copies of forming plans for PMDF to the Engineer. A9ua Department oy 7hVNpWtW M dbss9fn9l These plans must show all essential details of proposed form sheets,closures,fasteners,supports,connectors,special PERMANENT METAL conditions and size and location of welds. These plans must clearly show areas of tension flanges for steel beams and DECK FORMS provisions for protecting the tension flanges from welding notch effects by inclusion of separating sheet metal or other positive method. These plans must be designed,signed,and sealed by a licensed professional engineer. Department PRECLOSED ANGLE HEADER approval of these plans is not required,but the Department reserves the right to require modifications to the plans. The Contractor is responsible for the adequacy of these plans. NOTE:This type is to be used for The details and notes shown on this standard are to be used PMDF skewed ends only. as a guide in preparation o/the forming plans. .nr:_�pm0/stet-81d99 vac T+OM rc hb0i s hOM +c i+ggT All material,labor,tools and incidentals necessary to form -- --- a bridge of with Permanent Metal Deck Forms is considered ©T+pot Ayril told TYPES OF END CLOSURES subsidiary to Rem 422,'Concrete Superstructures". DLL See Span Details Stab Mirknlss O Sl Oj See Span Details A �(Deck joint _ ab thickness Secure form support to for break line location--„{ A See Span Details Sea Span Details beam flange as necessary Top of to ensure uniform contact 1'Flat Bar 12 Gage I e. I - with beam flange at 4'-T Max S e e o Flat 7 Gage S Deck JoIM-� - Top o1 beam „ PMDF i e See Deta,l'A" _ - support Bearing see Detatl•A• inp/e Perpendicular to font PMDF Existing I• Permanent _ �_- _ Permanent or Farm concrete slab x ^ r removable removable form I Dimension shown perpendicular to joint - support Existin • forms elsewhere in plans g i N o reinforcing bars 3 , Y8i AT THICKENED SLAB END SECTION A-A AT THICKENED SLAB END FOR PRESTRESSED I-BEAMS, 1 �--I Existing FOR U-BEAMS I-GIRDERS AND STEEL BEAMS Imo' prestr I-gUder „ Showing I-beam block-out. No block-out SHOWING PRESTRESSED CONCRETE FEE for 1-girders or steel beams. I-BEAMS,I-GIRDERS AND U-BEAMS ? Top of slab top of beam at[brg-Sea e Span Details o E Slab thickness O Slab thickness O Permissible See Span Details I la Joint E Bents see span Details p >� fasteners at Z'Flat bar 1S c.c.Max 11 a e at „E Permanent or ! g g $e - removable C-0'Max S u 8� form Bent plate,size Protective angle- i Top of beam as required tension flange 3}e 2' Top of beam Sea OHUI'R flat DN 12 page- ^ compression flange 5 16 Gage(Nml ,x, wSc Weld ----------- ---- PMDF -tea ----- -- --_- support angle i0i Permanent End diaphragm DETAIL "A" Existin e t; Inverted tee g 3F„= or removable bent cop concrete slag w, g` forms p W Compression Existing ° einfornq Dars llalpe only AT SLAB OVER ABUT BKWL OR AT SLAB OVER/NV TEE STEM 3S$' INV TEE STEM FOR CONC BEAMS FOR STEEL BEAMS WITHOUT THICKENED SLAB END WITHOUT THICKENED SLAB END f Existing beam —I--'i Bent PL or L- SHOWING STEEL BEAMS size as required Anchors cast t�4 Deck A in diaphragm-- Fasteners at Topg of slab to top of beam IS c.c.Max at bearing-See Span Details WIDENING DETAILS Slab thickness 1 Bent PL-size as Slab thickness Q See span Details wets required See Span Details j PMD Form,end closure required - - where form is j fa 1' Permanent j - - I -- Max Min cut on skew or removable forms Top of beam Permanent or Top o/beam SHEET 2 OF 2 removable I form- See Detail'A' Bridge Divis Sea Detail•B' 1"Min DETAIL "B" ,Texas Deputrtrrlant of nansportatioo Standard Deck joint rd g E Bearing End diaphragm End diaphragm PERMANENT METALDECK FORMS AT CONC END DIAPHRAGM AT END DIAPHRAGM QI Slab thickness minus it'if corrugations FOR PRESTRESSED 1-BEAMS FOR STEEL BEAMS match reinforcing bars AND STEEL BEAMS WITHOUT THICKENED SLAB END O sminimum yield hell be 4stress of 11 gage bats 0 ksl PMDF r�u .1-i-a.dan x fiber u TafxB a:Trgel u:Tx001 DETAILS AT ENDS OF BEAMS r1101 All, a° oLL TABLE OF SEALED EXPANSION JOINT INFORMATION RIP SEAL C MANUFACTURER STEEL SECTION 02 JOINT 5,JOINT Seal Joint Seat loin! Type 10 eni.9(D Type Opening N O.S.Brown Type SSCM2 A2R-400 1%* A2R-XTRA 1 27 SE-_400 -------r Watson BoWnum Acme Type R _ 1 4V SE-500 2- REDUCED LONGITUDINAL DESIGN NOTES: Joints installed on a skew have Toe of rail, MOVEMENT RANGE Remove all burrs which will be in contact with seal reduced ability to accommodate -to making splice. Cut and curb or parapet SIZE longitudinal movement. Use table prior vulcanize seal SKEW JOINT values to Shape of steel section shown is typical. Variations i,:hlp determine the correct skew Miter and (deg) joint size for skewed installations. For other skews over 25 degrees, when W he' W in sections must be approved by the Engineer. exceeds�51' shop weld 0 a -- -- calculate reduced movement range --- - is @ These openings are also the recommended minimum by multiplying joint size by cosine (skew). installation openings. Steel s.ti.n e::Z:: Steel 45 Reduce for sidewalk or parapet heights less than 6". 7 Other conditions affecting the joint profile should Skew angle be noted elsewhere. Weld top back. Move transverse bars that are in conflict with SEJ and t to rest at the junction of the studs. SHOWING SKEWS WITH SHOWING SKEWS WITHOUT SHOWING WITHOUT SKEWS r� studs.In either the bridge stab or approach stab, SLAB BREAKBACKS SLAB BREAKBACKS AND SLAB BREAKBACKS smooth an Type R Type SSCM2 0 in PLANS OF END CONDITIONS See Span details for location of break point. Align shipping angle perpendicular to joint. Bevel FABRICATION NOTES: Median barrier Median barrier SEJ continuous Sidewalk Bevel Temporarily shop assemble corresponding sections of sealed Prot anchored to lab —no, under barrier expansion joints(SEJ),check for fit,and match mark for shipment. ad to stab Secure corresponding sections together for shipment with shipping Cast or install barrier angle. Do not use erection bolts. after joint system The seal must be continuous and included in the price bid for sealed led to lab installationRail SEJ continuous expansion joint. SEJ barrier WELD LIMITS WELD LIMITS REAR VIEW isteel sections in convenient lengths of 10`-0'Min and 24`-0*Max Ship T"a"i unlessnecessary for staged construction or widenings. One shop r side cast media" Ile slice in End SEJ See joint system r __±IELD SPLICE DETAIL ice s permitted in each shipping length provided no piece is less En SEJ 5c, at e of Upt-, than Z-O"long and sufficient studs are added to limit the stud to shop baner installation r or-1, Detad" splicedistance to 2"Min and 4"Max. Weld studs a in shop accordance with AWS DIA. Butt weld 11 and'field splices and grind smooth areas in cant T,2 Toe of sidewalk. the with seat. Make all necessary field splice joint preparations E in I.Shop. rail or median Paint the entire steel section with System 11 or IV primer in DINT AT WITH OPEN DECK j SIDEWALK barrier accordance with Item 446,"Feild Cleaning and Painting Steer,unless BELOW MEDIAN BARRIER AT MEDIAN BARRIER BEHIND BRIDGE RAIL AT RAISED MEDIAN H required to galvanize when shown in the plans. Provide galvanizing %alvIni,ing". Provide in accordance With It—111, paints in ac cordance with Rem 446.2. Prepare steel and apply paint in accordance Item 446.4.7.3 and 446.4.7.4. a d Shop drawings for the fabrication sealedof, expansion joints will Se, Cape as required not require the Engineer's approval if abric.t,.n is in accordance with the details shown on this standard. End See to Provide I Min clear cover.Stud SEJ location me require re CONSTRUCTION NOTES: Detain adjustment Secure the sealed expansion joint in position and place to the If "Uptul" 60- proper grade and alignment by welding braces to adjacent reinforcing End 11,11,to prestressed Dream stirrups,11 10 anchors... in concrete I — --k diaphragms.Include cost of temporary bracing in the price bid for WITH OPEN DECK JOINT SEJ se,led expansion join,. Remove shipping angle immediately after each joint half is secured ADJACENT TO MEDIAN BARRIER AT CONCRETE BRIDGE RAIL AT SIDEWALK AT STEEL POST BRIDGE RAIL z in place Grind smooth and touch up With organic zinc-rich paint. Miter and Clean'no prepare seal cavity for seal installation as per the Stab thickness Slab thickness TYPICAL SECTIONS shop Weld Manufacturer's installation procedures. 5" UPTURN DETAIL GENERAL NOTES: less than 7%" 7 114-and greater I Provide sealed expansion joints in the size and at locations shown Steel Determined by it the plans. Minimum lab and overhang thickness required for the use of Con/arms I section SEJ-M is 6sle. to Ia. jpiM opening surface See table for joint Steel r opening at 70-F section�� Sct,table for joint Sh ipping angle o,,n n, 1 107 Top of L 2.2.4j, Di.it U-6- Conforms to concrete spaced at r-O' slab stud anchors at s;bsurfece C-C Max Og 6m C.C.Max (TYPI Ci.x 01-6" (Alternate location) stud anchors at Max SEALED EXPANSION JOINT C.C. - ----- (alternate location) %a TYPE M WITHOUT OVERLAY (rypj SHOWING D.S. BROWN(Ty SSCM2 rrypi (All joints are similar.)(Studs are not shown for clarity.) Send studs as shown when depth of CIP concrete SEJ-M is less than 7 1/7 at joint location SHIPPING ANGLE loat TINT F,TINT J JrR L.Alff I SECTION THRU WATSON BOWMAN SECTION THRU D.S. BROWN An alternate method of securing joint sections may be used if approved by the Bridge DwW ACME (SE 400 OR SE-500) JOINTS (A2R-400 OR A2R-XTRA) JOINTS Erection bolts are not allowed. Wingwall Length(varies) Concrete an I Length Concrete Panel Length Opening O Terminal Connectors and associated hardware Y-T Min are to be paid For under the Item"Metal Beam 1'-P i'-ID' 1D-0"Max IOd Max Post Spa 10-0' ax I0"Min rL Intermediate Wall Guard Fence". Attach Metal Beam Guard Fence End of Bridge Rail Post Spa Post Spa ?yp) Joint(See Detail) Transitions to the bridge rail and extend along for payment 1 10" I HSS Ral Section the embankment unless otherwise shown in the 3'-0' M!n Toap of SIaD I pans. End of Sidewalk I I 1'-0" Back of rail of/set may,with Engineer's Of set form to here. I In back Face a/Abut Bkwl I I I j approval pp ofailinval,be continued to the end of the Thrrail )� Terminal 11 I 3 I 3 (eT' 3 S 3 Cun c[furT I I I II I 6 v II 6 Tool O¢Exp Joint or Splice Joint as required. v groove One shop splice per HSS rail section is a permitted with minimum 85 percent penetration. g The we'd may be square groove,or single vee „ Same as Slab Same as Slab �"Min groove. Grind smooth. f iF _— it Opening =__ ____ = Jt Open/n9 =_ ________ 'rl MAX Construction JJoin S a€ II or Controlled Joint Increase 7 for structures with overlay. ©Place 4 additional Bars R(14)3-B"in length INTERMEDIATE inside Bars S(14)and centered 21-0"from WALL JOINT DETAIL end of rail when Terminal Connections are i;e Intermediate Curb required. Field bend as needed Limits Joint(See Detail) Construction Joint Provide at all interior bents without stab O HSS 1.875 X 0.103 y.gF of Abut or Controlled Joint expansion joints. Wingwall O HSS 1.375 X 0.154 kgN 9 Dia Hole in bottom of HSS rail g (Minimum I hole between posts-Typ) AT ABUTMENTS AT BENTS WITH SLAB EXP JOINTS AT BENTS WITHOUT SLAB EXP JOINTS g8 ROADWAY ELEVATION OF RAIL S3(14) s1(1/) SI(141 R(14) a�a 1"Dia holes and 1;F Dia x T deep recesses. Form or 1'-P PLAN VIEW M core holes and recesses. Percussion drilling Is not permitted. / „ ¢ I Adjust placement of reinforcing steel as necessary to avoid Traffic side 1 Ed Spa bolt holes and recesses. Bolt recesses are only required Bars S Spa-7 6'Max Spa 6"Max Spa 7 •� when pedestrian sidewalks are adjacent to back of rail. •°�` I I Provide bolts of sufflclent length to extend y"to F J 7 I 7 Mgg beyond nut. Field bend R(14)as shown _ 4 Thrie-Beam Same as SIa0 y"Min E�e Terminal I 6 R(14) Joint Opening N11) Connector 1 - - 51(14) F` — - 53(14) 0 OWL] s - 51(1q I Field bend •� n Top p/Abut Wingwa)I 6 reinforcing N55 as ne[eSSary Rail 7 to maintain 1"cover Iy� at taper WU(11) GYP) U(11)at 6'Max C Intermediate Wall at 6"Max Joint(See Detail) ELEVATION SECTION Top of Abut Wingwall ' e AT BENTS AT BENTS e3 n b AT ABUT WITH SLAB AT WITHOUT SLAB TERMINAL CONNECTION DETAILS Trp B m;� w/NGWALL EXP JOINTS SLAB EXP JOINTS 'Y ELEVATION SHOWING TYPICAL REINFORCING PLACEMENT 7-C T-10' ease PL +n' !Showing without raised sidewalk) _ (ASTM-A36) S 1-1'R HSSRal/T ^ SHEET I OF 3 N� TRANSVERSE SECTION 4 Bridge Division o c+ Rail Rail StaMlatd a Turndown I� a n 3' 1 4." Facing End of 7�• Rana DapMFItMaJW eI7lWnapOl0plOM B p Bridge End h t Irlp) I y' 2 4S' _ i i'yti Dia An: TUlndown( >4 to T Boll Holefyp) COMB/NATION RAIL oh Base Pt H o (ASTM-A36) Drain Hole yf Post 8 r IRs"Dia Max) TYPE C221 n Mote that at least two anchor paints bu shown)are R g required for the Bridge Rail on the Abutment Wingwall RAIL TURNDOWN nndale-Is.epn w rvpor .trooi a.: ra a:MM Longer Wingwalls may requlre more Man two Rall anchorages. POST BASE PLATE PLAN BASE PLATE PLAN r,00r Septahr 70H H55 RAIL TERMINAL DETAIL HSS RAIL DETAILS oz 6- Face of Rail 6, Face o/Rail m in P R or ¢ PR or Chamfer 6 Chamfer (TYP) (TYp1 •- N 6 Top of slab Rfa4) S2(4'4) OS §Ll!q 51(a4) and/or $ Sl(04) Rls4) c y 1 S3(a4) Sidewalk ��I justbotlombars R(W4asI $ equired 10(TYp1ITYpI ry O (TYp) � maintain (TYPI N rover over4 y ) Ila41U(a4) �. slots. M o I E 9 t� °e 6 a b am I y J b la or ) CRCP Y F. Field bend or Vertical )'!Rebonded rut bars S(+y1)as g E Reinforcing steel recycled lire rubber required at slots. ON ABUTMENT W/NGWALLS SECTION THRU OR CIP RETAINING WALLS ON BRIDGE SLAB OPTIONAL SIDE SLOT DRAIN t, SECTIONS THRU RAIL WITHOUT RAISED SIDEWALK �xx Bars 5 Spa-T' 6'Max Spa `E R(r4) w_ Slab Expansion Sl(w4) � Joint or Face of Rail b' Face or Rail Intermediate o 11 Wall loin! m m 3 c or h t Chamfer Chamfer a` (TYp1 b - lTYpl I ll 11 fill l b t g N Top or 3'-0'Min U(04) 1 U(w4)at 6'Max 2• T S2(a4) § SIla41 Raised end region of (TYP) (TYp) R(a4) 53/441 R(a4) Sidewalk panel length _I T-D• 6'-0"Min T-0• w M M with s)de Slot Slot 4� w slot drains H 1 Sy I I I S}' N I Yz• I Yu' ap (Typ) II (TYp) — iTyp) (TYP) OPTIONAL SIDE SLOT DRAIN DETAIL W 4 V. 1® W 4 y" U(i4) Note:Side Slot Drains may be used where shown elsewhere on o I SI(w4) the plans or as directed by the Enflmeer. Drains should trot k:? be placed over railroad tracks,lower roadways,or sidewalks. N -a When this rail Is used as a separator between a roadway surface $N ) vx I and a sidewalk surface,side drain slots will not be Permitted. <'Y o 6 Approach i� WU(a`4) Slab ) or CRCP Nio 'Rebonded Const Joints Qlncrease 74for structures with overlay. SHEET 2 OF 3 Vertical C Reinrarcing steel recycled Lire rubber ' grMa $f;'when vertical rein/arcing has closer pvla/on N ON ABUTMENT WINGWALLS clear cover over horizontal reinforcing in Arc Daparbri"OF-UmpabeMon st—fand OR CIP RETAINING WALLS ON BRIDGE SLAB abutment wingwalls or retaining walls on traffic side of wall. SECTIONS THRU RAIL WITH RAISED SIDEWALK As an aid in supporting reinforcement,additional ;g longitudinal bars may be used In the slab with COMBINATION RAIL the approval of the Engineer. Such bars must be ggggg$ furnished at the Contractors expense. Nq Top longitudinal slab bar may be adjusted laterally 3-plus or minus to tie reinforcing. No ©Raised Sidewalk TYPE C221 g O Space U(14)bars at 4"Max when end region of panel rnr, rlsldbik-194pn u:Tibor rx TxbbT a: /Ill rr:INN length is less than 6'-b•to side slot drain. Space Vrbm Sepreakw Alf U(r4)bars at 6-Max when end region of panel length wvrsmw is 6-0•and greater to side slot drain. DLL RAIL DATA FOR HORIZONTAL CURVES '® a 1'�Traffic RADIUS TO MAX CHORD CONSTRUCT h I side FACE OF RAIL LENGTH OR FABRICATE CONSTRUCTION NOTES: This railing may be constructed by the slipform process when approved by the Engineer,with Over 1800' 2V-V Straight tall panels 7 Dla equipment approved by the Engineer and when adhesive anchor bolts are used. Slipforming parapet Over 1100 Mru Z800' I!fi To required radius O + Bend in is not allowed i/anchor bolts are cast with parapet wall. Provide sensor control for both line and Pin grade. Tack welding to provide bracing for slipform operations is acceptable. Welding may be wt Over)00'Mru 7/00' T-3' or to chords shown Y 1 performed al a minimum spacing of 3/t between the cage and the anchorage. It is permissible to = Thru 700 Zero To required radius Installed WWR N 7 yz• ,aid to bars U.WU and 5 at any location on the cage. If increased bracing is needed,provide may rest on top Y 4 additional anchorage devices and weld in the upper two thirds of the cage. Paint welded areas of slab or wall h' on epoxy mated and/or galvanized reinforcing with an organic zinc rich paint in Accordance with lu Item 445"Galvanizing-. If rail Is slipformed,apply an heavy epoxy bead I"behind toe o/traffic side of rail to concrete e A deck just prior to slip forming. Provide a Vwidth x Ile tall heavy epoxy bead with Type Ill. HSS Roll 7 _ Class C or a Type V epoxy. 9" 9" Sleeve Members B Test adhesive anchors in accordance with Item 450.3.3,"Tests". Test 3 anchors per 100 anchors E M �' y'Mu ) installed, Perform corrective measures to provide adequate capacity iI any of the tests do not meet the required test load. Repair damage from testing as directed. e Sleeve At the Contractor's option anchor bolts may be cast with the parapet. See'Material Notes". 2 Member B OPTIONAL WELDED WIRE Face of rail,parapet must be plumb unless otherwise approved by the Engineer. HSS rail posts REINFORCEMENT(WWR) must be square to the top of parapet. Use epoxy mortar under post base plates if paps larger than% exist. Round or chamfer exposed edges of H55 rail and HSS rail posts to approximately%e by u$ DESCRIPTION LONGITUDINAL WIRES VERTICAL WIRES grinding. ..-.-........................ W Ole Pin HSS rail sections must not Include less than two posts,and no more than four(except at F Abutments). (Driving Fit) Minimum(Cumulative T 1.067 Sq In. O.Z67 Sq In.per Ft CAsm/er all parapet exposed corners. $, or welded lug Total)Wire Area g�� fTYpl y'Old Pln (Driving Fit) No.of wires spacing MATERIAL NOTES: or welded lug Minimum B 4" Provide Class'C"concrete. Povide Class'C"(HPC)if required elsewhere. Provide Grade 60 reinforcing steel. w`g Maximum 10 8' Epoxy coat or galvanize all reinforcing steel if slab bars are epoxy coated or galvanized. AT SPLICE OR EXP JTS SECTION A-A Provide ASTM A1065 or A500 Gr B o/A53 Gr B for all HSS. Maximum Wire The smaller wire must have an area Galvanize all metal components of steel rail system. Apply additional coatings when shown o ; Size Differential of 40%a more of the larger wire. elsewhere on the plans. When plans require paint over gavanizing,follow the requirements for PIPE SPLICE DETAILS painting galvanized steel in Item 445,"Galvanizing'and when field painting,Item 446,"Field Z e Cleaning and Painting Steel". Sleeve members and anchor bolts must receive galvanization prior to installation and only field paint after installation unless directed otherwise by Engineer. $ 6 Deformed Welded Wire Reinforcement(WWR)(ASTM A1064)of equal size and spacing may be substituted;or Bars U and WU unless noted otherwise. Deformed WWR(ASTM 1064)may be e substituted for Bars R and S,as shown. Combinations of reinforcing steel and WWR or configurations of WWR other that shown are permitted if conditions In the table are satisfied, E Provide the same laps as required for reinforcing bars. Anchor bolts must be 3k"Dia ASTM A307 Gr A fully threaded rods with one he+nut and one Installed Bars S hardened steel washer(ASTM F436)each, Nuts must conform to ASTM A563 requirements. Embed may rest on top N fully threaded rods into parapet wall with a Type Ill,Class C.D.E,or F anchor adhesive. Minimum of slab or wall ,a Traffic adhesive anchor embedment depth is 3". Anchor adhesive chosen must be able to achieve a :n side nominal bond strength in tension of a single anchor,Na,of 5 kips(edge distance must be accounted In N fort. Submit signed and sealed calculations or the manufacturers published literature showing the e' 3 1/,'Di. 4$'Dia he+head anchor proposed anchor adhesive's ability to develop this load to the Engineer for approval prior to use. Bending Pin bolt or threaded rod Anchor installation,includinghole size,drilling. i a i q 7'Di. (ASTM A307 Gr A)with =a x: "Rollin g.and clean out,must be in Accordance with Item 050, 3F. OS OS 51 7 W Bandingone hardened steel g Optional cast-fn-place anchor bolts must be V Die ASTM A307 Gr A bolts(or threaded rods with pin washer under F436) )v 1--' one tack welded hex nut each)with one hex nut and one hardened steel washer(ASTM F436)at each c y Bending 7 .y:' .x placed under each pending 5 SZ 6 Vz• he+nut(ASTM A563). bolt. Nuts must conform to ASTM A563 requirements. 5 T One additional hex nut Provide bar laps,where required,as follows: Uncoated or galvanized-#4=1'-7' 4�" a ~ ~ 53 5 W must be furnished and Epoxy coated-#4=7-5 tack welded for eachflW.cl b B' T 4%• threaded rod, GENERAL NOTES: p q g g geometry, x' E This rail has been h tested and et accepted T 3 ri equal al strength to be s with like w which have been[rash tested to meet MASH Tfen criteria. This rail . be used for rated g of 50 mph and greater when a TL ai roan guard fence lranpeed!s used. When a ss. rated guard Flush or t5i Ma+ lence transition is used,this rail can only be used for speeds di 45 mph and less. 1 Do not use this railing h bridges with expansion joints providing more than el movement. CAST-IN-PLACE Raa anchorage details shown r this standard may require mions. t on for select structure types. See appropriate details elsewhere In plans for these modifications. BARS U(ar4) BARS WU (M4) BARS S(04) ANCHOR BOLT OPTIONS -Submit erection draw/nps showing panel lengths,rs71 post spacing,and anchor bolt setting to the Engineer Iar approval. Average weight of railing with no overlay:380 pif(total) c 370 pif(Conti ilk 10 PH(Steel) c 4 Concrete Rail Footprint Cover dimensions are clear dimensions,unless noted otherwise. Outside Edge Outslde Edge Ieinlorcin0 bar dimensions shown are out-to-out of bar. =c of Slab or of Slab. ry o Abut Wing-11 SHEET 3 OF 3 4 Concrete Ralf Expansion Joint. Location of Rail Expansion r 4 4 Slab oink must be at the intersection of 4 Slab Expansion Joint. 5 Bridge Expansion Rail Footprint o . Increase T for structures with overlay. Dlvhfon ne perpendicular fo slab outside edge Joint I ,Texas Department of Transportation Standard �H55 1.875 x 0.D03 O H55 7.375+0.154 a9 _ @No longitudinal wires may be in top center of cage. COMBINATION RAIL area @ Bend or cut as required to clear drain slots. n$ Crosseform d it must have jy Vz'Preformed Bitumuminous 17 For raised sidewalks,add sidewalk height to total bar height. LJ \ Fiber Material under concrete Use sidewalk height at rairs location. tell,as shown. h See-Material Notes-for anchor bolt information. TYPE C221 Traffic Side of Rail r314018-I9.Ogn 1.:TxDff 1.TtDef W JTx :•-1MH PLAN OF RAIL AT EXPANSION JOINTS sRMrae�"It Example showing Slab Expansion Joints without breakbacks. 0 89 4' minimum steel or wood posts space"of 6' to s'. GENERAL NOTES ��$Of twOOtl pO8i8 Bho11 be 3" minimum in diameter or nominal 2" x 4". Hardwood Posts Shall hove a mIII—cross Section Of 1.5" x 1.5" I. Vertical tracking is required on project$where soil distributing activities hove Occurred 8� Correct the ends of the SUGGe86i IV* unless otherwise approved. reinforcement sheets or rolls aN en fabric to the top strand of the wire using minimum of 6 times with hog rings. rings or�ao'rro at a maximum spacing of 15". 2. Perform vertical tracking On Slopes t0 temporarily stabilize soil. 6 w / Attach the wire mesh and fabric on en" 7. Provide equipment with a track undercarriage capable Of producing lineor1soil impressions measuring a minimum of 12" in length by 2" to 4" in width by 1/2" t0 2" 'n depth. c posts usin0 4 evenly Spaced Staples for wooden posts (or 4 T- Clips or 4. Do not exceed 12" between track impressions. vertical pockets for steel posts). 5. Ins(011 COntinOUB linear itoak imDre88ion3 WherB the minimxAn 12" Iengfh illlprBS8iOn3 are Derpendicular to the slope Or direction of water flow. Galvanized weltletl wire rteeh IW.N.(12.5 GA. SWGMin.) with a maximu9q•pening Size of 2"x 4"or Woven Me(W.M.) $ee woven mesh option deta-` Place 4" to 6" of fabric against the trench g e side antl approximently 2" across the trench . / batten in the upstream direction. d _¢ -6A Minimum trench Size shall be 6" square. 8F BOCKfiI an" hand tamp. y� `e e•�6�.= ...... 2.0 TEMPORARY SEDIMENT CONTROL FENCE Linear soil impressions. x 2• �rT Filter fabric 3' min, width. Dozer tracks create track imprints 0 41 g Top of Fence parallel to the slope contour. BackfiII 6 hand tamp. 90' Embed Posts 19" min. �e %/� ✓f g h FLOW 4r Anchor if in rock. //��y' / �(� -pp IvA g SECTION A-A _^' `.9. HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL _4x a Galvanized hinge joint Knot woven mesh (12.5 GA.SWG Min.) requires a minimum of five horizontal wires Spaced at a maximum of 12 inches apart and all vertical wires VERTICAL TRACKING spoced of o maximum of 12 inches apart, pD/pv/Is7�on Depefffnent of TYanepornHon stenwN SEDIMENT CONTROL FENC_E_USAGE-GUIOELINES TEMPORARY EROSION, A sediment control fence may be constructed near the downstream perimeter SEDIMENT AND WATER of a disturbed area along a contour to intercept sediment from overland LEGEND POLLUTION CONTROL MEASURES runoff. A 2 year storm frequency may be used to calculate the flow rate to be filtered. Sediment Control Fence FENCE 8t VERTICAL TRACKING vSediment Control fence should be sized to filter a maximum flow through rate of 100 GPM/FT2. Sediment control fence is not recommended to control E C - 6 erosion from a drainage ores larger than 2 acres. i I,E: ec'�6 ox:ixpml cr.:x4 -VP ic.:LS ©i.DO is 8 i Flow Galvanized wovsn Wire Mash Excovotion (Ifj— Ewth Ifor Types 2 a 3) / construction d Width for payment Unconcentrotea 2c Lf p nt fo� Sneet Glow t C Toe of slI I' ° <I �,en SEE NOTE 6 A 'V" Shope nlaY be usetl for C I?Y higher valpcify floc&. (See "V" Shape Plan View below) FILTER DATA AT CHANNEL SECTIONS Ft FILTER DAM AT SEDIMENT TRAP - P Min. st OR Kb:--OR man - rh tic—OR GENERAL NOTES F - Native rack or other 1. If bhawn on the plans or directed by the Engineer, filter done should to table molar al be placed Mar the toe of slopes where erosion is anticipated, upstream Opti and Sandbags Width for Payment and/or downstream at drainage structures, and in roadway ditches anal 6o (See Usage FILTER DAM AT TOE OF SLOPE channels to collect sediment. „ GuldolIM!) Min Level Crested Weir C 2. Materials (COOreOa+e, wire mean, sandbags, etc.) shall be as indico#eO Ws it 1 by +he specification for "Rack Filter Dams for Erosion and Sedimentation Lerp+h I' Min. Controlo ". J. The rock filter den dimensions shall be a8 intliCOMtl an #M SW3P DI an:. Ditch FIOa 4. Si ae slopes bhoultl be 2:1 Or fl otter. Dolls within the safety Zone shall $� 3.1 Max. 3.1 Max. nave si dea pea of 6t1 or flatter. $6 l F` J JA•Min 5. Maintoln o minimum of I' between top of rock filter tlon weir and top of C embankment for filter dome at sediment trap&. PROFILE 6. Filter dams Should be embedded a minimm of s• Into existing ground. 7. The sediment trap for ponain0 of sediment laden runoff sholl be of the dimensions shown an the plans. V" SHAPE F� S. Rock filter don types 2 a 3 sh011 be secured with 20 gouge galvanized Sack GaDlans PLAN VIEW Galvanlzed wavall 2' Min, woven wire mesh with I" diameter hexagonal openings. The aggregate shall wir IAM Fm--� be pl OCed On iM meth t0 iM height a 610peb speCifiatl. TYPE!2 a 3) The mash Mall be folded at the upstream Side Over the aggregate and ° tightly secured t0 Itself on the downatraan side using wire ties or g` Sae Mote! hog ring:. For in s#reem use, the mesh should be secured or staked+a the �2 stream bW0 prior to aggregate placement. Types I a 2 le• Open groped Type 3 36' 9. Sack Gacians should be slaked down with�" die. reDar stoke!, and hdJe d rock double-twisted hexagonal Nave with a nominal mesh opening of 2 1/2" x 31/#" A 4w _ -\- `4µ 10."Flow outlet should be onto C stabilized area (vegetation, rock, etc.). w i? •'`Min. guidelines uggeottans Only and my De modified by Y" Did. I1. The IiMi show Mrean Ora s Robar Stakes SECTION C-C +he Engineer, Direc+ion of Flow PLAN SHEET LEGEND dig ROCK FILTER DAM USAGE GUIDELINES Type 1 Rock Filter Dan a A Rock Filter Dane should be cons#ruete0 doene+reom from disturbed areas Type p Rock Filter Dan FD -- fo intercept sediment from overland runoff and/or concentrated flaw. The ,.a Should be sized to filter a moximun flow through rote of 60 PLAN VIEW SECTION B-B GPM/FT2 of cross sectionol area. A 2 year storm frequency may be used Type 3 Rock Filter Dan ---(RFD to calculate the flow rote. Type a Rock F I I tar Don —{RFD4� — Type I Ii a" high wi#h n0 wire mesh) 13" to 6" Cggrepa#e). Type I may be 1'. e' or 9' usetl at�slopeslope orf—mod m eta,Od es, and at dike or sash out lots. This type of dom is recommended to control erosion from a �• Wsl Gal van it d Steel GalVani z_ed Steel Ora nags aria of 5 acres or less. Type 1 may not be used in Concentrated ,Tlxea Department of Transportation Standard __L-.__-_-. wire Mesn j A wire Yemen -- hash velout my flaws (Sandbaimem ly a used or a embedded in which oggrdotIonata TEMPORARY EROSION �Y wash out may occur. Sandbags ploy be u:etl at iM anbetltlatl fountlation (e' deep min.) for better filtering efficiency Of low flows if called for s on the plans or directed by the Engineer. SEDIMENT AND WATER Type 2 Ile• nigh eitn wire mesh) (3• to 6• 000re0ate)t Trpe 2 may be POLLUTION CONTROL MEASURES 2' Did• used in da+chfs and at dike or •role outlets. TYPE J 13a" high with wire meM) (il" #g 8" o00rf0a#all Type J may be used ROCK FILTER DAMS in stream floc antl should W securetl#o fM•#ream bed. EC(Z) -1 6 A Type 1 ISack gaDi antl (3" 10 6' a0prs0aM)t Type 4 May be mood in ditches - - EILE: e<21fi aw lx0ai a:KM u•:VP u�LS and. ler Chonnal!10 farm an era!an Control data. ©T"DOT: JUL r 301fi TYPE 4 ISACK GABIONS) SECTION A-A Type St Provide rock filter dons as shown on plans. "`v1510x5 o_ FD $' Stabilized 4 Drain to sediment e 4 Drain to sediment - trapping device Driveway $ I trapping device R.O.W. $` See note 2 dg b w 2" x 8" treated t d—d 50' Min, n0i wood" oni0 abutted entlb 50' Min. Disturbed Of w000 sheets h` 10" Min, I g 2" x 6' Soil Area p Treated timber plonk �/z• Min. thick plyw00a Or b! pressed wafer board sheets �3 �A .. i?b 3 3 C F CC Puvetl ROaCwoy Coarse Aggregate PLAN VIEW c o 2' x 8" T irrDeens Nailed on OB sheets Of wood IV°g 2" x 1.- Railroad ties Treated timber plank Typical dimensions 8" x 10• x 8' Oisturbetl boil PLAN VIEW PLAN VIEW Penny Noil6• I' on Center.. Min. thick treated plywood Or Pressed wafer board sheets 4' Min. 50' Min. 4' Min, 4' Min. 50' Min. 4' Min. ofi SECTION A-A e Approach transition Approach transition APpropch transition Approach transition CONSTRUCTION EXIT (TYPE 3) Ffi e•Min. 6,t M`^• sT M�^ SHORT TERM �b Foundation course Foundation colt se g« 6"min 6• min GENERAL NOTES (TYPE 3) 1. The length Of the type 3 construction exit shall be a8 + ELEVATION VIEW ELEVATION VIEW Shown on the plans, or as directed by the Engineer. ° CONSTRUCTION EXIT (TYPE 1) CONSTRUCTION EXIT (TYPE 2) 2. The type 7 construction exit may be constructed from open graded crushed Stone with a siZe Of two to four inches rE ROCK CONSTRUCTION (LONG TERM) TIMBER CONSTRUCTION (LONG TERM) spread a min, of 4" thick to the Iimite shown on the plans. c 3. The treatere d timber planks shall be 62 grade min., and $ ShGula be fe from large and loose knots. n 4. The guidelines shown hereon are suggestions Only and may GENERAL NOTES (TYPE 1) GENERAL NOTES (TYPE 2) be mlpaifiea by me Engineer. a.~ I. The length of the type I construction exit Shall be as indicated I. The length of the type 2 construction exit shall be as On the plans, but not less than 50'. indicated on the pl ons, but not less tnon 50'. 2. The coarse aggregote should be open graded with a size Of 4" to 8'. 2. The treated timber planks shall be attached to the railroad ties with 1/2"x 6"min. lag bolts. Other fasteners may be used 3. The appropan transitions Should be no steeper than 6:I and constructed a.approved by the Engi near• ab aifected by the Engineer. 3. The tr:oted timer plOnk6 shall be 82 grade min., and Should 4. The construction exit foundOti an course Shall be flexible base, be T b ree from large ond loose knots. • O/Y47011 Di tlminou8 concrete, Portland cement concrete Or Other mater(alas approved 4. Th0 approach irOneltiOnB Shall DB n0 Steeper thon 6:1 ontl by the Engineer. conbtructetl o8 directed by the Engineer. ,T--D°paffllNnt of TY�TNPafvtit— SbnGnY 5. The con8truction exit Shall be graded to allow drainage t0 a sediment 5. The can8truction exit foundation course shall be flexible base, trapping device. Dituminaus concrete, Portland cement concrete or other material TEMPORARY EROSION, as approved by the Engineer. SEDIMENT AND WATER 6. The gut defines shorn Hereon are Suggestions only ontl my be matlif ietl 6. The construct i On exit should be graded♦O allow drainage to a by the Engineer. POLLUTION CONTROL MEASURES setl i:neni itapPing tlevice. 7. Construct exits with o width of at least I4 ft. for one-way ono 20 ft. 7. The guideline.Shown hereon Ore suggestions only and may for two-way traffic for the full rlath of the exit, or ab directed by the be modified by the Engineer. CONSTRUCTION EXITS engineer. 8. Construct exits with o wthe Of at Ith o 14 ft. for one-way and ed ft. E C(3) —1 6 for tr0-ray }wolf is for the Tull width Of the exit, or as direc tetl by the engineer. ec316 ox:i_xQQi u�MM o•�VP iS ©EixpOi:JULY 2016 vEvisias s_s t�me,µ_ _s11�YVt THE KANSAS CITY SOUTHERN RAILWAY COMPANY www.kcsoufhern.com May 11, 2022 Bridell Miers, P.E. Engineering Project Manager Collin County- Engineering 4690 Community Ave., Suite 200 McKinney, TX 75071 Mrs. Miers, Our design review of the Park Blvd grade separation project across the KCS Right of Way in Wylie, Texas is now complete. On April 1, 2022, our consultant HDR reviewed and approved the 100 percent plans. KCS does not have any further comments on these design plans at this time. For our records, KCS will require the construction contractor to note any field changes made to the KCS portion of these plans so that we can correctly document the as-built conditions for the grade separated crossing at this location. If you have any questions please do not hesitate to contact me. Thank you, Micheal Martin Manager of Public Projects 1 LEGEND / ---- EX.PROPERTY LINE EExhi b i t B PROP ROADWAY j KCS RR I'/ I'r� - PROP.BRIDGE / KCS RR % PROP.GRADING LIMITS l PROP.ROADWAY ESMT %• /, PROP. CROSSING AGREEMENT HoamNr� %• / TEMP,CONSTRUCTION ESMT •J /I �• KCS RR I ll / 11 EX.R.O.W. KCS l,r w/ 7 L //� I I/ j / RR ' I >7 ;�H r KCS RR CHCT T%, ROADWAY ROADWAY CROSSING I/ I 2//Z I rye 8 �• 2 `�/ /L�• �/ LLC �,' EASEMENT 1NO I RE' dGREEM42- NO.I 4'I) // Q' �' ('✓/ �//;// KCS RR TEMP. ROADWAY �`�/ / r I I42-I RE) 142-I RCEI /) ' j I/ � h- I r.)Il I EASEMENT NO.I EASEMENT N0 EI _ r (42-1 TCE( 142-2 REI EX.FENCE LINE ROADwdr CROSSING \ %• AGREEMENT NO (42-2 RCE) /% / i� /% •. /9`• 71 ,I O I /�- I — _ 1 ry // �•, 2T6+00 TT 2TIIi00 279*00 ZII0+00 �P'..00 2B2 0 I 2II3+00 2E1+ O H- �` 1 // �ry _ TEMP.CONSTRUCITON EASEMENT NO.1 00 - /' 142-1 TCE( —_ _—_ KCS RR 1- I PARK BLVD �EX.FENCE LINE EX.SPRING CREEK PIIWrJ IE (UNDERNEATH FUTURE PROPOSED KCS ACCESSI i PARK BLVD.BRIDGE) DRIVEWY FROM EX.SPRINGI/ CREEK PKWv(LNDERNEATH FUTURE PARK BLVD.BRIDGE)8n h TEMP.CONST RUC'TON CML7 TX. ITEMP.CONSTRUCITON EASEMENT NO.J I / \yCs FIR UO LLC I EASEMENT N0.2 / / / /�\ � .NTM LI I // TEXAS NATIONAL \ -NT H I 142-2 TCE) / / / GUARD ARMORY SO c42-J TCE) • '/'/ / �\ KCS RR 'a r // // )/ // / / i ��/�'///• ///� i / It K�R/F¢i( ii/ /i N.T.M.w.D. j1 I l // /i/� i \\\ WAL-MART / l I ,�/• ///• BUSINESS TR L /�� i / REAL EST 6 PARK BOULEVARD EXTENSION EASEMENT EXHIBIT KCS RR ... HALFF gO,PARKWUWBIVDbu""� ■.. iN[RI+j TJYmY`�5 TBPE FINA AF.912 R CONTRACT NA A lIIEET , OF t ,VIwA EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) BEING 24,161 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land and a called 1.727 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 and Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.), part of a called 0.2396 acre tract of land described in Deed without Warranty to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1935, D.R.C.C.T., and part of the Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Volume 374, Page 544 and Volume 5028, Page 4107, D.R.C.C.T., and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8-inch found iron rod with cap stamped "BMI" for the north corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.), said corner being at the intersection of the southeast right-of-way line of a 18-foot wide public road, recorded in Volume 203, Page 230, D.R.C.C.T. and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way); THENCE North 65 degrees 02 minutes 43 seconds West, over and across said 18-foot wide public road, a distance of 21.43 feet to a corner (not monumented) for the POINT OF BEGINNING, said corner being on the northwest right-of-way line of said 18-foot wide public road and the southeast right-of-way line of the aforementioned Kansas City Southern Railway Company; THENCE North 43 degrees 55 minutes 26 seconds West, over and across said Kansas City Southern Railway Company, said 0.2396 acre tract and said 22.123 acre tract, a distance of 204.33 feet to a corner (not monumented); THENCE North 61 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 124.42 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap") for corner; THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, said Kansas City Southern Railway Company right-of-way, and the aforementioned 1.727 acre tract, a distance of 212.23 feet to a corner (not monumented) for the point of curvature of a non-tangent circular curve to the right, having a radius of 2,932.79 feet, whose chord bears South 55 degrees 30 minutes 31 seconds West, a distance of 11.37 feet; Page 1 of 4 LD 42-1 RCE 0.5546AC EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) THENCE Southwesterly, over and across said 1.727 acre tract and with said curve, through a central angle of 00 degree 13 minutes 20 seconds, an arc distance of 11.37 feet a 1/2-inch set iron rod with ESMT cap for an "ell" corner of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20101220001391710, O.P.R.C.C.T., the southwest line of said 1.727 acre tract, the southeast right-of-way line of said 18-foot wide public road and the northeast right-of-way of the aforementioned Kansas City Southern Railway Company, said corner being on the point of curvature of a non-tangent circular curve to the right, having a radius of 1,549.77 feet, whose chord bears North 46 degrees 28 minutes 54 seconds West, a distance of 18.47 feet; THENCE Northwesterly, with the southwest line of said 1.727 acre tract and said curve, through a central angle of 00 degrees 40 minutes 59 seconds, an arc distance of 18.47 feet to the southeast corner (not monumented) of the aforementioned 0.2396 acre tract, the southeast right-of-way line of said Kansas City Southern Railway Company and the northwest right-of-way line of said 18-foot wide public road, said corner being the point of curvature of a non-tangent circular curve to the left, having a radius of 2,914.40 feet, whose chord bears South 56 degrees 48 minutes 24 seconds West, a distance of 109.88 feet; THENCE Southwesterly, with the southeast right-of-way line of said Kansas City Southern Railway Company, the southeast line of said 0.2396 acre tract, the northwest right-of-way line of said 18-foot public road, and said curve, through a central angle of 02 degree 09 minutes 37 seconds, an arc distance of 109.89 feet to the POINT OF BEGINNING AND CONTAINING 24,161 square feet (0.5546 acre) of land, more or less. Page 2 of 4 LO 42-1 RCE 0.5546AC EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. 1 i GETSY J. SUTHAN Getsy J. Suthan, R.P.L.S. Date 64 Texas Registration No. 6449 HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Page 3 of 4 LD 42-1 RCE Q.5546AC W25/J021 12.0648PM sh2472 HALFF 1:135000nU51921W11CA004h-t&RCMEw,ibu%Pmow 42.1WEXr P424-RCE-35192 dAln FOUND / 'N,T.M.w.D.' N 88'S5'37• INSOO.I6' LAKE LAYON MONUMENT (C.M.) 10 1�1 -1�0 CHORD CHORD o= 1 0'S5'II'(LT) I haa�i 1 / No. DELTA RADIUS I LENGTH BEARING DISTANCE R= 2.814.40'Lz Cl 00°13'20" RT 1,549.79' y 11.37' S55°30'31"W 1 11,37' CL=5535 57' C2 00°40'59"(RT) 18 4T C8= S50'21'S 'W2 .4T 1 PROJECT i C3 02°09'37"(LT) 2,914.40' ! 109.89' S56°48'24"W ! 109.88' ��Ll SITE ` 1/2'SIR W/ �� E ��?`1• 1 QGPFy eP�y \, • ESMT CAP �. LOCATION MAP ��D�12Aa `�4�0_ \Lpt Apt�LG�' NOT TO SCALE 2.123 ACRES) THE KANSCDAS2CITY SOUTHERN PARCEL 42-1�s��s�'�,, S° 0 50 100 150 2o0 N RAILWAY COMPANY 0.5546 AC. F` VOL. 4421. PG. 1929 D.R.C.C.T, 4,`(24,161 SQ. FT.) SCALE: 1"=100' (CALLED 0.2396 ACRES) ��ss THE KANSAS RAILWAY CCOMPANY ITY SOUTHERNf'I`'1 `('I�'L'0 Uh, VOL. 4421. PG. 1935 \- ( 1L 1 ' , D.R.C.C.T. Cl N'( l'lllff Iti f;titi // Qom` G� C2 1/2'SIR W/ 11).ti'7'I�_l t 7 POINT OF �• \ 'ESMT'CAP BEGINNING N 65'02'43- W 1` S, •21.43' (CALLED 28.332 ACRES)THE KANSAS 5/8'FIR SOUTHERN RAILWAY COMPANYGITY �Sf FR��Fs W/'BMI' CAP �\ �, !�. \ INST. N0. 20101220001391710 l� 1, pE"A tC.M.) .V0. \ O.P.R.C.C.T. .............:... `1 \GN1 �a\ �\ m �o \ GETSY J. SUTHAN a° v \o�?a Pe° POP�G POINT OF \ ..............................64419 h� ��°°J �� e�0`�eo�2 COMMENCING\\ s�,�ti�,f. �\ _ • c - 213 \ 20' SLOPE EASEMENT LOT 1,BLOCK 'B• \ p li CAB. I, PG. 521 i Z, WOODLAKE VILLAGE TWO \\ �'�yt/�� \ P,R.C.C.T, n- )'�> yLj ) LEGEND CAB. I. PG. 520 \ r \ G, D P.R.C.C.T. \ \ I FtR FOUND IRON ROD �\ SR SET IRON ROD INST.NO. INSTRUMENT NUMBER (CALLED 10.318 ACRES) \ VOL..PG. VOLUME,PAGE TEXAS NATIONAL GUARD AMORY \ EXHIBIT A C.M. CONTROL MONUMENT VOL. 3268, PG. 895 P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY,TEXAS D.R.C.C.T. \ ROADWAY CROSSING EASEMENT D.R.C.C.T. DEED RECORDS OF COLON COUNTY,TEXAS 15' UTILITY ESMT. 0.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNT..TEXAS \ DESCRIPTION FOR PARK BOULEVARD W/'ESMT'CAP WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT' CAB. I. PG. 520 \\\ PARCEL 42-1 Q NOT MONUMENTED (UNLESS NOTED) P.R.C.C.T, 0.5546 ACRE (24,161 SQ. FT.) NOTES: 20' BUILDING LINE \ PREPARED BY THE BASIS OF BEARING 1S THE NORTH AMERICAN DATUM OF CAB. I, PG. 520 \\ 983,TEXAS COORDINATE SYSTEM,NORTH CENTRAL ZONE P.R.C.C.T. \ mom HALFF• 1142021.ALL DISTANCES ARE SURFACE DISTANCES. % ■ 0 SURFACE ADJUSTMENT SCALE FACTOR:1.00015271. TBPELS FIRM NO 1002960 A METES AND BO RIPTION OF EVEN DATE ACCOMPANIES HALFFASSOCIATES,INC ENGINEERS-SURVEYORS THIS EXHIBIT. PACE 4 Of 2i t2SCALE NORTH-100' 24)346.6200 HAA 5082021 Closure Report Parcel P42_1_RCE: 10387 10355 10348 10353 CUR C10353-10372 CUR C10372-10388 CUR C10388-10387 10387 to 10355: North 43 degrees 55 minutes 26 seconds West Dist. 204.33 10355 to 10348: North 61 degrees 23 minutes 40 seconds East Dist. 124.42 10348 to 10353: South 43 degrees 55 minutes 26 seconds East Dist. 212.23 Curve: C10353-10372 Radius: 2932.79 Delta: 00 degrees 13 minutes 20 seconds Arc: 11.37 DOC 01 degrees 57 minutes 13 seconds Tangent: 5.69 Mid Ord. : 0.01 External 0.01 Chord Bearing: South 55 degrees 30 minutes 31 seconds West Chord Dist. 11.37 ** Back Tangency Error: Curve C10353-10372: -99 degrees 19 minutes 17 seconds ** Curve: C10372-10388 Radius: 1549.77 Delta: 00 degrees 40 minutes 59 seconds Arc: 18.47 DOC 03 degrees 41 minutes 49 seconds Tangent: -9.24 Mid Ord. : 0.03 External 0.03 Chord Bearing: North 46 degrees 28 minutes 54 seconds West Chord Dist. 18.47 ** Forward Tangency Error: Curve C10372-10388: -78 degrees 14 minutes 24 seconds ** ** Back Tangency Error: Curve C10372-10388: -78 degrees 14 minutes 24 seconds ** Curve: C10388-10387 Radius: 2914.40 Delta: 02 degrees 09 minutes 37 seconds Arc: 109.89 DOC 01 degrees 57 minutes 57 seconds Tangent: 54.95 Mid Ord. : 0.52 External 0.52 Chord Bearing: South 56 degrees 48 minutes 24 seconds West Chord Dist. 109.88 ** Forward Tangency Error: Curve C10388-10387: 77 degrees 27 minutes 01 seconds ** Perimeter: 680.71 Area: 24161 sq. ft., Acres: 0.5546 Error North: 0.00 Error East: -0.00 Error bearing: South 35 degrees 41 minutes 17 seconds East Total Dist. Error: 0.00 Error of Closure: 1:163587 EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) BEING 10,996 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 20101220001391710 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and part of a Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Clerk's File Number 94-0096329 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at the southeast corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the south corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 521, P.R.C.C.T., said corner being at the intersection of the northwest right-of-way of said Kansas City Southern Railway Company and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way), from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 03 degrees 20 minutes 13 seconds West, a distance of 0.78 of a foot; THENCE North 75 degrees 46 minutes 55 seconds East, with the northwest line of said Kansas City Southern Railway Company and the southeast line of said Spring Creek Parkway addition, a distance of 51.47 feet to the southeast corner (not monumented) of said Spring Creek Parkway addition and the south corner of said 28.332 acre tract, said corner being at the intersection of the northwest right-of-way of said Kansas City Southern Railway Company and the northeast right-of-way line of said Spring Creek Parkway and the point of curvature of a non-tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 27 degrees 55 minutes 28 seconds West, a distance of 10.95 feet; THENCE Northerly, with the southwest line of said 28.332 acre tract, the northeast right- of-way line of said Spring Creek Parkway, and said curve, through a central angle of 00 degrees 25 minutes 06 seconds, an arc distance of 10.95 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as"with ESMT cap") for corner; THENCE North 65 degrees 01 minute 13 seconds East, departing said northeast and southwest lines and over and across said 28.332 acre tract, a distance of 50.07 feet to a 1/2-inch set iron rod with ESMT cap for corner, said corner being the point of curvature of a non-tangent circular curve to the left, having a radius of 1,550.00 feet, whose chord bears South 25 degrees 46 minutes 05 seconds East, a distance of 122.47 feet; Page 1 of 4 LD 42-2 RCE 0.2524AC EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) THENCE Southerly, over and across said 28.332 acre tract and said curve, through a central angle of 04 degrees 31 minutes 41 seconds, passing at a distance of 20.55 feet the southeast line of said 28.332 acre tract and the northwest line of said Kansas City Southern Railway Company, and continuing over and across said Kansas City Southern Railway Company, in all a total arc distance of 122.50 feet to the northwest corner (not monumented) of a called 1.727 acre tract of a land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924, D.R.C.C.T., said corner being the at the intersection of the south right-of-way line of said Kansas City Southern Railway Company and the east right-of-way line of Spring Creek Parkway (a 100-foot wide right-of-way); THENCE South 75 degrees 46 minutes 55 seconds West, over and across said Spring Creek Parkway, a distance of 101.42 feet to the north corner of Lot 1, Block B of Woodland Village, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet G, Page 386, P.R.C.C.T., from which a 5/8-inch found iron road with "SAM INC" cap bears South 14 degrees 14 minutes 46 seconds West, a distance of 0.89 feet ,said corner being at the intersection of the southeast right-of-way line of said Kansas City Southern Railway Company and the west right-of-way line of said Spring Creek Parkway and the point of curvature of a non-tangent circular curve to the left, having a radius of 1,450.00 feet, whose chord bears North 26 degrees 10 minutes 14 seconds West, a distance of 102.22 feet; THENCE Northwesterly, over and across said Kansas City Southern Railway Company and with said curve, through a central angle of 04 degrees 02 minutes 23 seconds, an arc distance of 102.24 feet to the POINT OF BEGINNING AND CONTAINING 10,996 square feet (0.2524 acre) of land, more or less. Page 2 of 4 LQ 42-2 RCE 0.2524AC EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. qFRS GETSY J. SUTHAN Getsy J. Suthan, R.P.L.S. Date . .....g449..... .. Texas Registration No. 6449 ?o ? Halff Associates, Inc. 1201 North Bowser Road Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 Page 3 of 4 LD 42-2 RCE 0.2524AC 7/22/2021 8 20 13 AM WF I:135000s135192',0011CAD0'Sb—[sRCH(E hib I.P.—42-2WEXH-P4222CE-013S792 0 50 100 150 200 5/8'FIR S' LAKE LAVON W/'BMI•CAP ti \ (CALLED 28.332 ACRES) r' (C.M.) \ rs \ 20' SLOPE EASEMENT THE KANSAS CITY SOUTHERN O. V,e CAB. I, PG. 521 RAILWAY COMPANY r / DRIVE N SCALE: 1"=100' \ : NORTH �r \ P.R.C.C.T. INST. NO.20101220001391710 / \ O sKrvrtw p=18'S6'50"(LT) F � r \ O.P.R.C.C.T. 1 1 L=479.50' \ y� 4 vo \\ , ti(•O JJJ'•� J.. PROJECT CB=N37'39'49'w \ O^ -f� \ \ \ J: r t SITE \-f•. wlLsoN cur OFF 15' UTILITY LOT ), BLOCK B EASEMENT WOODLAKE VILLAGE TWO CAB. I, PG. 520 J`o 1/2' SIR W/ .H• CAB. I, PG. 520 P,R,C.C.T. op 'ESMT' CAP P.R.C.C.T. \ A� LOCATION MAP 20' BUILDING LINE \\ 0p: N 65°01'13" E C' \ NOT TO SCALE (CALLED 10.318 ACRES) CAB. 1, PG. 520 \ ��F \\ \ 50.07' TEXAS NATIONAL GUARD AMORY P.R.C.C.T. �\ �S -f 1/2' SIR W/ VOL. 3268. PG. 895 `ate h 'ESMT'CAP D.R.C.C.T. N 75046*55" E \ Cl I- - - - - - -- 51.47' - - _ - - - _-_- PARCEL 42-2 Z11ITY ESMO 5/8'FIR W/ 0.2524 AC. 1CNLLED i.127 tCRE))WNf CCMPNN( 1 52 (10 996 SQ. FT. SOUTHERN 15CA8• .0�' i 'SAM INC' �� 1 1HE KNNSNS CI�OL.4421.PG. 1924 p,R• — CAP BEARS .C•C T' — S03'20'13'W, 0.78' p,R _ — — — — — 111, POINT OF BEGINNING W `1 til)tl \�► 75°�6'S5 LOTS VICTORIA1. ,3, & 4. BLOCK A j) w 5 INST. NO. 20070223010000600 RIGNt g40096329 S T,O A�'63. „SAM INC"CAP \\ \ O.P.R,C.C.T, 4EEAR RK,S t0 9 R C0 9 t.y2 14'14e46'WS 0.89' o J.15' �F;...... O F tF UTILITY EA - -::r oiq Ci F'•t� EASEMENT �\ ��,�� G�;'Q.�' O•. A=12*2G'22'(LT) CAB. G, PG. 386 \ ..:.:....................... R=5 679.65' P.R.C.C.T. \ p \ GETSY J. SUTHAN L=1,233.11' - �' .. ......• CL=1.230.69' WOODLAND VILLAGE \ r,c°, %� . .,:' CB=S69'33'44 w LOT 1,BLOCK B 20' BUILDING LINE , � `;�,06449+..• CAB. G, SLIDE 386 CAB. G. PG. 386c�S5t0•'Q \ a S 00'29'46'W P,R,C.C.T. P.R.C.C.T. r� '�'i-" .• 185.08' CURVE TABLE oll 5/8'FIR W/ CUR. DELTA RADIUS LENGTH CHORD CHORD EXHIBIT A 'GORRANDONA NO. BEARING LENGTH ROAD CROSSING EASEMENT ASSOC INC'CAP Cl 00-25'06"(LT 1,500.00' 10.95' N27-55'28"W 10.95' (C.M.) C2 04-31'41"(RT) 1,550.00' 122.50' S25°46'05"E 122.47' DESCRIPTION FOR C3 W02'23"(LT 1,450.00' 102.24' N26'10'14"W 102.22' PARK BOULEVARD LEGEND PARCEL 42-2 SIR SET IRON ROD NOTES: 0.2524 ACRE TRACT (10,996 SQ. FT.) FIR FOUND IRON ROD PREPARED BY INST.NO. INSTRUMENT NUMBER THE BASIS OF BEARING 15 THE NORTH AMERICAN VOL.,PG. VOLUME,PAGE DATUM OF 1983,TEXAS COORDINATE SYSTEM, • ■ HALFF* C.M. CONTROL MONUMENT NORTH CENTRAL ZONE (42021.ALL DISTANCES �� D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY,TEXAS ARE SURFACE DISTANCES.SURFACE ADJUSTMENT n ■ O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS SCALE FACTOR.1.00015271. TBPELS FIRM NO 1002960 W/'ESMT'CAP WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT' HALFF ASSOCIATES,INC ENGINEERS-SURVEYORS A METES AND BOUNDS DESCRIPTION OF EVEN DATE 1201 NORTH BOWSER ROAD-RICHARDSON,TEXAS-75081-2275 0 NOT MONUMENTED (UNLESS NOTED) ACCOMPANIES THIS EXHIBIT. PAGE 4 OF 4 SCALE 1•=100, (214)346-6200 AVO:35192 MAY,2021 Closure Report Parcel P42-2—RCE: 10379 10380 CUR C10380-10376 10375 CUR C10375-10377 10378 CUR C10378-10379 10379 to 10380: North 75 degrees 46 minutes 55 seconds East Dist. 51.47 Curve: C10380-10376 Radius: 1500.00 Delta: 00 degrees 25 minutes 06 seconds Arc: 10.95 DOC 03 degrees 49 minutes 11 seconds Tangent: -5.47 Mid Ord. : 0.01 External 0.01 Chord Bearing: North 27 degrees 55 minutes 28 seconds West Chord Dist. 10.95 Back Tangency Error: Curve C10380-10376: -256 degrees 30 minutes 10 seconds ** PT C10380-10376 to 10375: North 65 degrees 01 minutes 13 seconds East Dist. 50.07 ** Forward Tangency Error: Curve C10380-10376: 266 degrees 50 minutes 46 seconds ** Curve: C10375-10377 Radius: 1550.00 Delta: 04 degrees 31 minutes 41 seconds Arc: 122.50 DOC 03 degrees 41 minutes 47 seconds Tangent: 61.28 Mid Ord. : 1.21 External 1.21 Chord Bearing: South 25 degrees 46 minutes 05 seconds East Chord Dist. 122.47 Back Tangency Error: Curve C10375-10377: -86 degrees 56 minutes 52 seconds ** PT C10375-10377 to 10378: South 75 degrees 46 minutes 55 seconds West Dist. 101.42 ** Forward Tangency Error: Curve C10375-10377: -99 degrees 17 minutes 09 seconds ** Curve: C10378-10379 Radius: 1450.00 Delta: -4 degrees 02 minutes 23 seconds Arc: 102.24 DOC 03 degrees 57 minutes 05 seconds Tangent: -51.14 Mid Ord. : 0.90 External 0.90 Chord Bearing: North 26 degrees 10 minutes 14 seconds West Chord Dist. 102.22 Back Tangency Error: Curve C10378-10379: -80 degrees 04 minutes 03 seconds Perimeter: 438.64 Area: 10996 sq. ft. , Acres: 0.2524 Error North: 0.00 Error East: -0.00 Error bearing: South 85 degrees 27 minutes 54 seconds East Total Dist. Error: 0.00 Error of Closure: 1:112322 Collin County,Texas Park Boulevard Extension Project Parcel#42-1,42-2&42-3 QUITCLAIM TEMPORARY CONSTRUCTION EASEMENTS (42-1 TCE,42-2 TCE and 42-3 TCE) a3 THIS CONVEYANCE is made this AT day of �p nv�aCK _, 20y37 by and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY (he ner ii after`'GRANTOR"),and COLLIN COUNTY,TEXAS(hereinafter, "County"),a County government organized and existing under the laws of the State of Texas and the CITY OF WYLIE, TEXAS(hereinafter, "City"),a Texas home rule municipality(hereinafter County and City together referred to as"GRANTEE"). WITNESSETH,that GRANTOR, for and in consideration of the sum of ONE AND N0/100 DOLLARS ($1.00)AND OTHER VALUABLE CONSIDERATION,the receipt and sufficiency of which is hereby acknowledged, has sold, and by these presents hereby GRANTS, BARGAINS, SELLS AND CONVEYS to the GRANTEE,and its successors and assigns,Temporary Construction Easements over, across, upon,and under the surface of the real properties situated in Wylie,Collin County,Texas,and more particularly described on Exhibits A, B and C, which are attached hereto and incorporated herein by reference. For purposes of this conveyance,the term "Temporary Construction Easement" shall mean "Subject to existing easements of record, an easement commencing at 12:01 a.m. on September 1,2022 and expiring at 11:59 p.m. on December 31, 2026,allowing GRANTEE, its agents, employees, contractors and assigns, except as may be limited by the License conveyed to GRANTEE in the Highway Crossing Overpass Construction Agreement entered between GRANTOR and GRANTEE as of _,2022,to enter upon and make use of the described lands as may be required to undertake and carry out the location, laying-out, construction,reconstruction, installation, supervision,inspection, repair,maintenance and use of roadway and elevated roadway structures located and to be located within adjacent permanent easements or licensed areas, including but not limited to the movement and storage of vehicles, machines, materials, supplies and equipment;grading,filling, and repairing the described lands; and ingress and egress over and across abutting easements, property lines and rights of way for such purposes. At the conclusion of construction,all areas disturbed by construction shall be regraded to match the grade and elevation of the abutting remaining property,and all established lawns shall be re-sodded and other areas re-seeded with native grass or other perennial ground cover, with no obligation for future watering or maintenance." It is understood and agreed that the consideration exchanged for the conveyance of the above- described Quitclaim Temporary Construction Easements is in full payment for the purchase and conveyance of such Easement and all damages arising out of its use for the purposes described herein. IN WITNESS THEREOF, GRANTOR has set its hand the day and year first written above. 1 GRANTOR:The Kansas City Southern Railway Company By- v { 1? Gr 7 ACKNOWLEDGEMENT State of Missouri ) SS. County of Jackson ) 02 3 On this day of 20}X before me a Notary Public,appeared to me personally known(or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the —Real Estate of The Kansas City Southern Railway Company,that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: ►G> 15 a?5 Notary Public EC,Notary' CE J GOOD blic-Notary Seal •State of Missouri Number 17423040 AWV e911Ib I entionally blank;additional signature pages follow) 2 IN WITNESS THEREOF, GRANTEE County has set its hand the day and year first written above. GRANTEE: Collin County, Texas COua�"t`( �u DC�t✓ (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) On this day of 1 MAV-C-,t( , 20d3' before me a Notary Public, appeared CAS H t L.41 1 11 _ _to me personally known(or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the C-o+.cNVy'-TuoC*E.of Collin County, Texas, and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County,Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: 1 f 3° � Notary Public (Remainder of page intentionally blank;additional signature page follows) o�wr_•o�� SHONA R AVrcARRE STAN�FTEXAS =:�:• , Nowy ID f 13045M 3 `'►t o�4a+' M�,Co,w„_�V.rlw«neu A 2023 3 IN WITNESS THEREOF, GRANTEE City has set its hand the day and year first written above. GRANTEE: City of Wylie, Texas By: L (Title) ACKNOWLEDGEMENT State of Texas Ss. County of Collin On this day of 2021, before me a Notary Public, appeared to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the of City of Wylie, Texas, and that he executed the same on behalf of said City of Wylie,Texas, and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie,Texas,for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: N P i �5y P!��=STEPHANIE STORM STO Y NOTARY PUBLIC PU ILIC NOTARY A S 0 0 E STATE OF TEXAS I STATE T-60 TEXAS S ID 4 12603607-4 0 y Comm. Comm.Expires 03-12-2027 E.p."' 03 1 2 [Remainder of page intentionally blank,Exhibits A-Cfollow] 4 EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) BEING 59,670 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of Lots 3 and 4, Block A of Lots 1, 2, 3 & 4, Block A, Victoria Place, an addition to the City of Wylie, Collin County, Texas, recorded in Instrument Number 20070223010000600 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and part of a 4.8146 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20131011001414300, O.P.R.C.C.T., and part of a called 3.8768 acre tract of land described as "Tract B" in Special Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20131001001374110, O.P.R.C.C.T., and part of a called 1.727 acre tract of land and a called 0.655 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20101220001391710, O.P.R.C.C.T., and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929, D.R.C.C.T., and part of Kanas City Southern Railway Company (K.C.S.R.C.) (a 100-foot wide right-of-way, as recorded in Clerk's File Number 94-0096329, Volume 3424, Page 126 and Volume 5028, Page 4107, D.R.C.C.T.), being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch found iron rod for the southwest comer of Lot 1, Block A of said Victoria Place addition, said comer being at the intersection of the east right-of-way line of Spring Creek Parkway (a 100-foot wide right-of-way) and the north right-of-way line of State Highway 78 (a variable width right-of-way); THENCE North 00 degrees 52 minutes 31 seconds East, with the west line of said Victoria Place addition and the east right-of-way line of said Spring Creek Parkway, a distance of 495.09 feet to a northwest corner of Lot 2, corner (not monumented) for the POINT OF BEGINNING; THENCE North 00 degrees 52 minutes 31 seconds East, continuing with said east and west lines, a distance of 304.91 feet to the point of curvature (not monumented) of a non- tangent circular curve to the left, having a radius of 1,550.00 feet, whose chord bears North 22 degrees 13 minutes 36 seconds West, a distance of 1,216.33 feet; Page 1 of 8 LD TCE42-1 1.37AC EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE Northerly, continuing with said east and west lines and with said curve, through a central angle of 46 degrees 12 minutes 13 seconds, passing at an arc distance of 638.69 feet the northwest corner of said Victoria Place addition and the southwest corner of the aforementioned 0.655 acre tract, and continuing with said east line and the west line of said 0.655 acre tract, passing at an arc distance of 659.52 feet the northwest comer of said 0.655 acre tract and at the intersection of said east line and the south right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at an arc distance of 761.47 feet the north right-of-way line of said K.C.S.R.C. and the south line of the aforementioned 28.332 acre tract,'and continuing over and across said 28.332 acre tract, in all a total arc distance of 1,249.93 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap") for corner; THENCE North 45 degrees 19 minutes 42 seconds West, continuing over and across said 28.332 acre tract, a distance of 5.07 feet to an "ell" corner (not monumented) of said 28.332 acre tract and the aforementioned 1.727 acre tract, said corner being the point of curvature of a non-tangent circular curve to the left, having a radius of 1,549.77 feet, whose chord bears North 45 degrees 47 minutes 00 seconds West, a distance of 19.31 feet, from which a 5/8-inch found iron rod with cap stamped 'BOUNDARY MARK" bears South 19 degrees 10 minutes 16 seconds East, a distance of 0.63 of a foot; THENCE Northwesterly, with the north line of said 28.332 acre tract, the southwest line of said 1.727 acre tract, and with said curve, through a central angle of 00 degrees 42 minutes 51 seconds, an arc distance of 19.31 feet to a 1/2-inch set iron rod with ESMT cap for corner; THENCE North 55 degrees 30 minutes 31 seconds East, over and across said 1.727 acre tract, a distance of 11.37 feet to a corner (not monumented); THENCE North 43 degrees 55 minutes 26 seconds West, over and across said 1.727 acre tract, passing at a distance of 18.30 feet the northwest line of said 1.727 acre tract and the southeast right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at a distance of 119.71 feet the north right-of-way line of said K.C.S.R.C. and the southeast line of the aforementioned 22.123 acre tract, and continuing over and across said 22.123 acre tract, in all a total distance of 212.23 feet to a 1/2-inch set iron rod with ESMT cap for corner; THENCE North 16 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 46.04 feet for corner(not monumented); Page 2 of 8 LD TCE42.1 1.37AC EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, passing at a distance of 121.90 feet the southeast line of said 22.123 acre tract and the north right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at a distance of 223.08 feet the south right-of-way line of said K.C.S.R.C. and the northwest line of the aforementioned 1.727 acre tract, and continuing over and across said 1.727 acre tract, passing at a distance of 266.27 feet the southeast line of said 1.727 acre tract and the northwest line of the aforementioned 28.332 acre tract, and continuing over and across said 28.332 acre tract, in all a total distance of 295.54 feet to the point of curvature (not monumented) of a tangent circular curve to the right, having a radius of 1,600.00 feet, whose chord bears South 41 degrees 24 minutes 02 seconds East, a distance of 140.88 feet; THENCE Southeasterly, over and across said 28.332 acre tract and with said curve, through a central angle of 05 degrees 02 minutes 48 seconds, an are distance of 140.93 feet to a corner(not monumented); THENCE South 14 degrees 42 minutes 41 seconds East, continuing over and across said 28.332 acre tract, a distance of 57.80 feet to a corner (not monumented); THENCE South 27 degrees 32 minutes 27 seconds East, continuing over and across said 28.332 acre tract, a distance of 266.82 feet to a corner (not monumented) on the south line of said 28.332 acre tract and the north right-of-way line of the aforementioned K.C.S.R.C.; THENCE North 75 degrees 46 minutes 55 seconds East, with the south line of said 28.332 acre tract and the north right-of-way line of said K.C.S.R.C., a distance of 24.65 feet to the point of curvature (not monumented) of a non-tangent circular curve to the right, having a radius of 1,580.00 feet, whose chord bears South 25 degrees 10 minutes 24 seconds East, a distance of 101.86 feet; THENCE Southeasterly, departing said north and south lines, over and across said K.C.S.R.C. and with said curve, through a central angle of 03 degrees 41 minutes 39 seconds, an arc distance of 101.87 feet to a comer (not monumented) on the south right- of-way line of said K.C.S.R.C. and the north line of the aforementioned 0.655 acre tract; THENCE South 26 degrees 50 minutes 54 seconds East, over and across said 0.655 acre tract, passing at a distance of 25.89 feet the south line of said 0.655 acre tract and the north line of Lot 4, Block A of said Victoria Place addition, and continuing over and across Lot 4, Block A of said Victoria Place, in all a total distance of 201.01 feet to a corner(not monumented); Page 3 of 8 LD TCE42-1 1.37AC EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE South 05 degrees 13 minutes 24 seconds East, over and across Lot 4, Block A of said Victoria Place addition, a distance of 335.75 feet to a corner (not monumented); THENCE South 01 degree 16 minutes 11 seconds East, over and across Lot 4, Block A of said Victoria Place addition, passing at a distance of 190.97 feet the common south line of Lot 4, Block A and the north line of Lot 3, Block A of said Victoria Place addition, and continuing over and across Lot 3, Block A of said Victoria Place addition, in all a total distance of 441.14 feet to a corner(not monumented)on the common south line of Lot 3, Block A and the north line of Lot 2, Block A of said Victoria Place addition; THENCE North 89 degrees 08 minutes 46 seconds West, with the common south line of Lot 3, Block A and the north line of Lot 2, Block A of said Victoria Place addition, a distance of 36.82 feet to the POINT OF BEGINNING AND CONTAINING 59,670 square feet(1.37 acre) of land, more or less. Page 4 of S LD TCE42-1 1.37AC EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983,Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. OF Getsy J. Suthan, R.P.L.S. Date .•• '... Texas Registration No. 6449 GcTSY j. suTHaN HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Page 5 of 8 LD TCE42-2 1.37AC y1y2021 1WS WPM 02472 HALFF I:\YW"DA351Y2b0I1CAMShw(JiCMExhibit.tP-142•11VEXR•P42.1 TCE-P001.35192.ap., LAxE LAVON Match Line , See Sheet 7 of 8 0 50 100 150 200 N f -- ---- ------ - S 05*13*24"E Moir Ywxa I I 'J 335.75' SCALE:J1"=100' 1 PROJECT i\ A=46°12'13.(LT) �j (CALLED 3.8768 ACRES) ; I SITE c� R=1,550.00 1 THE KANSAS CITY I WILSON CUT OFF `- 1•" r L=1,249.93'— RAILWAY COMPANY i w�E,,..L; I CL=1,216.33' 1 TRACT B 1 ........... = CB-N2261T3V'W ` INST. NO. I _ 20131001001374110 I LOCATION MAP j 1 O.P.R.C.C.T. I NOT 70 SCALE I 'BEARS LOT A. BLOCK A LOT 3 1 1 ( S56'43'09'W 'It I BLOCK A I I 1 �,��'.1 ,ti 1 t�1`�;Y. ! 0.56' PARCEL 42-1 I lI h; L: (�ff 8 I I I _.. 1.37 AC. [IZ-4ACj.�( 0 `,0. i (59,670 SQ. FT.) I :1R.cTPaCT - ' 1 5/8'FIR 10'LTILITY EASEMENT OT iR-6,BLOCK C I J I I Q, r BEARS INST.NO.20070223010000600 I W S85'41'06'W O.P.R.C.C.T, I l ( IJ x 0 0.48' J R_PLA7 I LOT IR-6 8, '_OT iR-7. BLOCK CI I ( o M W WOODLAKE VILLAGE ADDIT10N �=, x VICTORIA PLACE 1 INST. NO.2007 538 I I_ I X LOTS 1. 2.3. & 4. BLOCK A P = I I I J 3 w INST. NO. 20070223010000600 I Lu O.P.R.C.C.T. i 0 (CALLED 4.8146 ACRES) I I I II �4 N THE KANSAS CITY RAILWAY COMPANY J I I I I—I INST. NO. 20131011001414300 c O.P.R.C.C.T. 1 I II I I I POINT OF 1 I Ir--------2T BUILDING LINE -_ 1 1 NST.NO.20070223010000600 1 L BEGINNING LEGEND I 0.P.R.C.C.T. LOT 2, BLOCK A FIR i FOUND IRON ROD I I I N0495.09t'� (N 89°08*46"W EXHIBIT A R.O.W. RIG)tT-OF-WAY INST.NO. INSTRUMENT NUMBER 36.82' TEMPORARY CONSTRUCTION EASEMENT VOL..PG. VOLUME,PAGE -------- DESCRIPTION FOR C.M. CONTROL MONUMENT D.R,C.C.T• DEED RECORDS OF COLLIN COUNTY,TEXAS I PARK BOULEVARD O.P.R.C.C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS POINT OF LOT i• BLOCK A PARCEL 42-1 Q NOT MONUMEN7ED (UNLESS NOTED) NorEs: COMMENCING 1/2,FIR 1.37 ACRES (59,670 SQ. FT.) (C.M.1 PREPARED BY THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF - ■ ■ ' 1983.TEXAS COORDINATE SYSTEM,NORTH CENTRAL ZONE , HIGHWAY /Y T��A 7 - —�—� ■� HALFF SURFA.ALL DISTANCES ARE SURFACE DISTANCES. STATIC, HIGHf►AY SURFACE ADJUSTMENT SCALE FACTOR;1.00015271. TBPELS FIRM NO 1002960 A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES (VARIABLE, WIDTH R.O.W•) HALFFASSOCIATES.INC. ENGINEERS-SURVEYORS THIS EXHIBIT. PAGE 6 CIF' 8 1zo1 NORTH BOWSER ROAD-RICHARDSON.TEXAS-750B1-2275 SCALE:1' 10V 1214)346�5200 AVO,35192 MAY,2021 67V=1-2:00:21 PM sU472 HALFF 113500paUStp2V0p1tCADD1&wrIsRCM drbe�Wou142.11VEXH-P42-1 TCfwPG02-]St}Z.O4n -_.._-- Match Line, See Sheet 8 of 8 IN-20' SLOPE EASEMENT \ \ CAB.1. PG.521 (CALLED 28.332 ACRES) \ \ \ P,R.C,C.T. THE KANSAS CITY SOUTHERN 15'UTILITY ESMT, so \ \ S 27032'27" E RAILWAY COMPANY CAe,R.C.C.T 20 \\\ 9�� \ \ 266.82' INST. NO. 20101220001391710 10'UTILIT ESM-. O.P.R.C.C.T. f \\ \\ (CALLED 0.655 ACRE) 20'BUILDING LINE CAB.{.Pc.521,o.R.C.c.T. --� THE KANSAS CITY CAB.1,PG. 520 \ �� q \ N 75"46'55" E SOUTHERN RAILWAY COMPANY P,R.C.C.7. \\ �s \ ) 24.65' f VOL. 4421, PG. 1924 ,>t �'\\ - A=03°41'39"(RT) O.R.C.C.T._ IS'1lT0.iTY ESMT, \ R=1,580,00' CAB.1,PG.520 \ ----'----"' \ CL=101.86' — -------_--- CB=S25°10'24"E --`" LAKE LAVON 5/B'FIR W/— r SAM INC' CAP BEARS NortT« 11 / S89'42'31'W saxaEW I C, r jail) \ � 0.68' 25.89' r^r r � � I R.0 W�. 096329 L=20.83' , 1O UTILITY ES MT. r PROJECT (�1� N0,jA 0 \ �iNST.N0.20070223010000500 SITE C, 5/8'FIR V1/ N O.P•R.GC.T• WILSON CUT OFF CLERK p.R• ` •SAM INC'\ CAP BEARS aa1 VICTORIA PLACE to o\ S79.06'45-W a �` LOTS 1, 2.3. & 4. 0.62' '� BLOCK A `\ 0�, '� T LOCATION MAP 1 \ j '�() INST. NO. NOT TO SCALE 1,1,.\ I' 5'(Th'VF ` 200TO223010000600 Ill: L.1 0. 688 \ O.P.R.C.C.T. .171•�'1'/i:1C'T = p=46°12'13"(LT) R=1,550.00' \ (CA THE DKANS S CITY 3.8768 L=1,249.93' \ y RAILWAY COMPANY 0 50 100 150 200 CL-'1,216.33' 1\ TRACT B CB=N22°13'36' \ b -� INST. NO. SCALE: 1"=100' '= x± w-, 20131001001374110 O.P.R.C.C.T. J r L �g1V F, o C-,) tn LEGEND NTLN o Row , 25'BUILDING LINE - INS T.N0, R.O.W. RIFR OGLIHT�OFOWAROD Cpa, R;C e.t86f '� 20070223010000600 EXHIBIT A INST.NO. INSTRUMENT NUMBER p'P' ' `J t"�S O.P.R.C.C.T. VOL..PC. VOLUME,PAGE _----'"J —� TEMPORARY CONSTRUCTION EASEMENT C.M. CONTROL MONUMENT f.== — W DESCRIPTION FOR O.R.C.C.T. DEED RECORDS OF COLLIN COUNTY,TEXAS t PARK BOULEVARD O.P.R.C.C.T• OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS 1 �j1 O NOT MONUMENTED (UNLESS NOTED) , `4 PARCEL 42-1 PARCEL 42-1 x M: 1.37 ACRES (59,670 SQ. FT.) NOTES: 1.37 AC. , THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF (59,670 SQ. FT.) i . PREPARED BY 1983,TEXAS COORDINATE SYSTEM,NORTH CENTRAL ZONE �� HALFF* 142021.ALL DISTANCES ARE SURFACE DISTANCES. ■ ■ SURFACE ADJUSTMENT SCALE FACTOR:1.00065271. Match Line , See Sheet 6 of 8 TBPELS FIRM NO 1002960 HALFF ASSOCIATES,INC ENGINEERS-SURVEYORS THMEEXS AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES PAGE T OF $ 1201 NORTH BOWSER ROAD-RICHARDSON.TEXAS-TW81-2275 __ SCALE'1'•.100' (214)34"200 AVO:35192 MAY,2021 Y2V!°21 7 03 30 w w Z472 HALFF I:U5000.1.15,92Wo1,C"%&n mRCH1E-,�.itb'P r a42•,WEX)4-P47.1 0 50 100 150 200 LA,I L,Y«1 j N SCALE: ` OWE FOUND � NOR1H •N.T.M.W.D.- N 88'55'37' W MONUMENT 800.16' N 16°23'40"E a C� � i PROJECT p= 10'OS'40'(LT! y ph. A, SITE • ` 46.04' R= 2,814.40' pPO1. O` L= 495 B4' x NN 1 Wt.SON CUT OFF CL= 495.20' CB= N49'57'06•E L, Q�• O �(, ` (CALLED 22.123 ACRES) Qv'a� a� ply ( ..._....._..........• H ".THE KANSAS CITY SOUTHERN %p �,? ��' ��,A•QV•�• ;' tit � �Q LOCATION MAP RAILWAY COMPANY mod. 'Z�� 00 'ya.LO•(,•-��O PNSpipy �.ZA NOT TO SCALE VOL. 4421. PG. 1929 `rs� Q f r- � �,p\.• h�Q.L'� � ,� � �,, D.R.C.C.T• v2•SIR wi st` / ��. �L��N Qa�GC.�: hh'A.V 'l-S o 1)L' LA PIN I ,'(.•R1' T 'ESMT'CAP OJ��O�.• p� 4RsTR_Il.7 W'•1IBEI? 688 /' No. DELTA RADIUS LENGTH CHORD CHORD N 43055'26"W BEARING DISTANCE `�'r�. / " � 5i8'fIR wi ( �' 1,549—_ 212.23' Cl 00 4251" LT .77' 19.31' N45°47'00"W 19.31' (CALLED 0.2396 ACRES)---,- / 'BOUNDARY MARK' THE KANSAS CITY SOUTHERN ° , „ RAILWAY COMPANY N 55 3O 31 E j CAP BEARS (CALLED 28.332 ACRES) VOL.4421,PG. 1935 11.3T 519'10'16'E,0.63' THE KANSAS CITY SOUTHERN � .• PARCEL TCE421 D.R.C.C.T. RAILWAY COMPANY `~' \ ESMT*CAP . 1.37 AC. INST. NO. 20101220001391710 (59,670 SQ. FT.) O.P.R.C.C.T. Cl '�. A=05°02'48"(RT) •(•..9F,1 ♦`�,C�o�, -'�� .rys R=1,600.00' ., 1 �26 t / \ \ •f�\ \r.4P L=140.93' bf 41� N 45°19'42"W ft;. �40 ...�........0............}... CBn 4102 GETSY J.SUTHAN SAT \�\ l�y CBsS41°24'02"E 15' UTILITY 9B.SOr \ ° �. ..yA* 9 ..644 ..*.�,.. EASEMENT ° �� .• \ S 14 42 41 E !i °RllS�9+�Cta` CAB. I,PG.520 \� ' c,p r A, 57.80' P.R.C.C.T. LC WOODLAKE B 20'BUILDING LINE 9,� 20' SLOPE EASEMENT-Y p � �, CAB.I,PG.521 Rpw,p VILLAGE TWO CAB. 1,PG.520 \ •�+ P.R.C.C.T. 0�C 2 CAB.I,PG. 520 P.R.C.C.T. \ •! A \ P.R.C.C.T. \e Q Zo3�G�' \ ��, \ S 27032*27" E EXHIBIT A i -01'09 A=4601213"(1-T) J- \ 266.82' TEMPORARY CONSTRUCTION EASEMENT R=1,550.00' Match Line, See Sheet of 8 DESCRIPTION FOR L=1,249.93' LEGEND PARK BOULEVARD CL=1,216.33' SR SET IRON ROD PARCEL 42-1 C6=N22013'36'W FIR FOUND PON ROD R.O.W. RIGHT-OF-WAY 1.37 ACRE (59,670 SQ. FT.) NOTESe INST.NO. INS7RUMENT NUMBER PREPARED BY 1HE BASIS Of BEARING IS THE NORTH AMERICAN DATUM OF VOL.,PG. VOLUME,PAGE C.M. CONTROL MONUMENT HALFF* 1983,TEXAS COORDINATE SYSTEM,NORTH CENTRAL ZONE P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY,TEXAS mom 14202).ALL DISTANCES ARE SURFACE DISTANCES. ■ ■ SURFACE ADJUSTMENT SCALE FACTOR;1.00015271. D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY,TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS IAT E,I FIRM NO.ENGINEERS A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES W/'ESMT'CAP WITH BLUE PLASTIC CAP STAMFEO 'HALFF ESMT• HALFF ASSOCIATES,D- ENGINEERS-SURVEYORS 275 THIS EXHIBIT. 0 NOT MONUMENTED (UNLESS NOTEDI PAGE B CiF 8 , SCALE:DI THFlOWSERROAD-RICHAAVIO:3RDSON,TEXAs- AY.2 21 SCALE:1'=107 (2141�46=6Y00 AVO:75T92 MAY,2021 EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.1887 ACRES (8,221 SQUARE FEET) BEING 8,221 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 of the Deed Records of Collin County, Texas (D.R.C.C.T.), part of a called 0.2396 acre tract of land described in Deed without Warranty to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1935, D.R.C.C.T., and part of the Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Volume 374, Page 544 and Volume 5028, Page 4107, D.R.C.C.T., and being more particularly described by metes and bounds as follows: COMMENCING a 518-inch found iron rod with cap stamped "BMI" for the north corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the northwest corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 521, P.R.C.C.T., said corner being at the intersection of the southeast right-of-way of a 18-foot wide public road, recorded in Volume 203, Page 230, D.R.C.C.T., and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way); THENCE North 65 degrees 02 minutes 43 seconds West, over and across said 18-foot wide public road, a distance of 21.43 feet to a corner (not monumented) for the POINT OF BEGINNING, said corner being on the northwest line of said 18-foot wide public road, the southeast right-of-way line of said Kansas City Southern Railway Company, and the point of curvature of a non-tangent circular curve to the right, having a radius of 2,914.40 feet, whose chord bears South 58 degrees 17 minutes 21 seconds West, a distance of 40.93 feet; THENCE Southwesterly, with the northwest line of said 18-foot wide public road, the southeast right-of-way line of said Kansas City Southern Railway Company and said curve, through a central angle of 00 degrees 48 minutes 17 seconds, an arc distance of 40.93 feet to a corner (not monumented); THENCE North 43 degrees 55 minutes 26 seconds West, departing said northwest and southeast lines, and over and across said Kansas City Southern Railway Company, passing at a distance of 102.57 feet the northwest line of said Kansas City Southern Railway Company and the southeast line of said 22.123 acre tract, and continuing over and across said 22.123 acre tract, in all a total distance of 206.63 feet to a comer (not monumented); Page 1 of 3 LD TCE42-Z 0.1887AC EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.1887 ACRES (8,221 SQUARE FEET) THENCE North 61 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 41.47 feet to a corner (not monumented); THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, said 0.2396 acre tract, and said Kansas City Southern Railway Company, passing at a distance of 102.09 feet the northwest line of said Kansas City Southern Railway Company and the southeast line of said 22.123 acre tract, and continuing over and across said Kansas City Southern Railway Company, in all a total distance of 204.33 feet to the POINT OF BEGINNING AND CONTAINING 8,221 square feet (0.1887 acre) of land, more or less. NOTES: 1. The Basis of Bearing is the North American Datum of 1983,Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. OF 2--J GETSY SiTHA1� t� Getsy J. Suthan, R.P.L.S. Date "6449 a �/ Texas Registration No. 6449 Halff Associates, Inc. 1201 North Bowser Road Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 Page 2 of 3 LD TCE42-2 0.1887AC 722rd1n/ 90PMAM N2473 MWF I:%35000N351B210011CADD%SMgWCH*xtftitslPw"I 42.2WEIWP424_TCE-PQ01.76lUdV i� LAXE LAVON N88'S5'37•W —, FOUND - 800.16' 'N.T.M.W.D. E 1 �° NORTH l �� ptuuE MONUMENT - 2NO AMENDED PLA OF ��. / % _.__xYvrtw ( -' r (C.M.) WYLIE LAKES, PHASE 18 VOL. 2017. PG. 49B P.R.C.C.T. `� r' \ � PRSITECT g,r +� Q - 0=13'24'30'ILT1w4SON COT OFF ' R=2814.40' �1 11 OF r• ,' ' •` t.L# L=658.63' -� L` �1' hA�p� G��`"S �y �S --.... .•M'E� � m (CALLED 0.2396 ACRES) CL_657.13' 1 �,o Qo�• CB-N51'36'31'E H THE KANSAS CITY SOUTHERN ,. >►" �'�' .°`��1°0P �' �2 0 0� -- --__._ --- RAILWAY COMPANY ��'o�o�'h°�° 40,aN °~ Q / LOCATION MAP VOL. 4421. PG 1935 --� �`?'` ~ `�o ao� °�'��o°-\\N -- NOT ro SCALE N 61°23'40"E O.P.R.C.C.T. 41.47' s r s PARCEL TCE-42_2_ POINT OF 0.1887 AC, (8,221 SO. FT.) BEGINNING s 1 U ` `-y . , GETSY J. S (CALLED 22.123 ACRES) ��, 71,�,1 ..,............. THE KANSAS CITY SOUTHERN ly ., � 11` 1�Ch��'�UR11'�'14 fj �4�44 o'��r4` RAILWAY COMPANY �`\�'• = ,`. , �` L b11 '1{ (if.3 VOL. 4421. PG. 1929 1 f ,'Th 4 �� D.R.C.C.T. � 6'Q� �!' `21 43 \ tr1 POINT OF Z) 2) (CALLED 28.332 ACRES) 2-12p COMMENCING THE KANSAS CITY SOUTHERN 01 5/8'FIR -\\ RAILWAY COMPANY W/`8M ')AP \\'� SJ \\ INST.N00?P•1R.C.C.�01391710 �sp.� 0 50 100 150 200 LOT 1,BLOCOK '8' y'F' \ 20' SLOPE EASEMENT �tO�•�O�''�0`�r j q,%N L� WOODLAKE VILLAGE TWO �\ "p71\k-� �y,��'. Y CAB.I,PG.521 SCALE: 1"=100' y0\.• DEL•: � G CAB. P.R.0 C.l520 \ .//I. � \\ P.R.C.C.T. _ CURVE TABLE l, �__ '\f4 \` \\ �CU DELTA RADIUS LENGTH' CHORD CHORD t \ NO BEARING LENGTH (REMAINDER OF i __ _.__._ CALLED 10.318 ACRES) �\ \ \ { Cl �00°48'17"(RTi 2,914.40' 40.93' S56IT21'W 40.93' LEGEND TEXAS NATIONAL GUARD AMORY \ FIR FOUND IRON ROD TRACT 3 VOL. 3268. PG. 5 89 . \\ EXHIBIT B \ A INST,NO. INSTRUMENT NUMBER 15' UTILITY VOL.,PG. VOLUME,PACE D.R.C.C.T. EASEMENT �\ �� 0 \ TEMPORARY CONSTRUCTION EASEMENT C.M. CONTROL MONUMENT \ (q 1 N.T.M.W.D. NORTH TEXAS MUNICIPAL WATER DISTRICT CAB.I, PG. 520 `\ '\ ,q� -p DESCRIPTION FOR O.R.C.C.T. DEED RECORDS OF COLON COUNTY.TEXAS P.R.C.C.T. PARK BOULEVARD •-fl;C� \\ .o O.P.R.C,C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS �'' O NOT MONUMENTED (UNLESS NOTED) �C v PARCEL TICE 42-2 20'BUILDING NOTES: CAB.I,PG. 520 0. ACRE TRACT(8,221 SO. FT.) P.R.C.C.T. \ vt PREPARED BY THE BASIS OF BEARING IS THE NORTH HCEN R DATUM OF \ ■ ■ HALFF° 1983.TEXAS COORDINATE SYSTEM.NORTH CENTRAL ZONE \ ■■■ 142021,ALL DISTANCES ARE SURFACE DISTANCES. \� ■ ■ SURFACE ADJUSTMENT SCALE FACTOR:1.00015271, TBPELS FIRM NO.1002060 HALFF ASSOCIATES,INC ENGINEERS-SURVEYORS A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES PAGE 3 �F 3 1201 NORTH BOWSER ROAD-RICHARDSON,TEXAS-75081-2275 THIS EXHIBIT. SCALE:1•=100' (214)346.6200 AVO:35192 MAY,2021 EXHIBIT C TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-3 0.0704 ACRES (3,069 SQUARE FEET) BEING 3,069 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a tract of land described in Deed without Warranty to The Kansas City Southern Railroad Company (a 1 00-foot wide right- of-way), as recorded in Clerk's File Number 94-0096329 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at the north corner of Lot 1, Block B of Woodlake Village, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet G, Page 386 of the Plat Records of Collin County, Texas (P.R.C.C.T.), said comer being at the intersection of the south right-of-way line of said The Kansas City Southern Railroad Company and the west right- of-way line of Spring Creek Parkway (a 1 00-foot wide right-of-way), from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 14 degrees 14 minutes 46 seconds West, a distance of 0.89 of a foot; THENCE South 75 degrees 46 minutes 55 seconds West, with the northwest line of said Lot 1 and the south right-of-way line of said The Kansas City Southern Railroad Company, a distance of 30.47 feet to the point of curvature (not monumented) of a non-tangent circular curve to the left, having a radius of 1,420.00 feet, whose chord bears North 26 degrees 25 minutes 38 seconds West, a distance of 102.31 feet; THENCE Northwesterly, departing said northwest and south lines, over and across said The Kansas City Southern Railroad Company, and with said curve, through a central angle of 04 degrees 07 minutes 45 seconds, an arc distance of 102.34 feet to a comer (not monumented) on the north right-of-way line of said The Kansas City Southern Railroad Company and the southeast line of Lot 1, Block B, Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet 1, Page 520, P.R.C.C.T.; THENCE North 75 degrees 46 minutes 55 seconds East,with the northwest right-of-way line of said The Kansas City Southern Railroad Company and the southeast line of said Woodlake Village Two addition, a distance of 30.93 feet to the east corner (not monumented)of said Woodlake Village Two addition, said comer being at the intersection of the north right-of-way line of said The Kansas City Southern Railroad Company and the west right-of-way line of said Spring Creek Parkway and the point of curvature of a non-tangent circular curve to the right, having a radius of 1,450.00 feet, whose chord bears South 26 degrees 10 minutes 14 seconds East, a distance of 102.22 feet, from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 03 degrees 20 minutes 13 seconds West, a distance of 0.78 of a foot; Page 1 of 3 LD-42-3—TCE-0.0704AC EXHIBIT C TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-3 0.0704 ACRES (3,069 SQUARE FEET) THENCE Southeasterly, over and across said The Kansas City Southern Railroad Company, and with said curve, through a central angle of 04 degrees 02 minutes 23 seconds, an arc distance of 102.24 feet to the POINT OF BEGINNING AND CONTAINING 3,069 square feet (0.0704 acre) of land, more or less. NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Date ...• Texas Registration No. 6449 ' `" .u,-r,AN Halff Associates, Inc. 1201 North Bowser Road , Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 Page 2 of 3 LD 42-3 TCE 0.0704AC 1103S40?t 11.17:22 AM ah2472 HALFF I%UQW$US-SMC11CACO�ShWSRCKIEan OM'P& .42JWEXM P4M TGE-PG01-l5I82-V- 5/8'FIR W/'BMI'CAP 0 50 100 150 200 N LAKE LAVON \ (C.MJ'\ i_-_ - f SCALE.- 1"=100' 20'SLOPE EASEMENT - Q q'� (• A f CAB.I,PG. 521 �j } 8=18'S6'S0"flT) P.R.C.C.T, r -4 0� R=1,450.00' \ (CALLED 28.332 ACRES) L=479.50' o_% �S�Ji \ THE KANSAS CITY SOUTHERN RAILWAY COMPANY 11a/Y PROJ�CT CL=477.32' �' \^' INST.NO.20101220001391710 SITE CB=N37'39'49'W \\� v�, o r_ \\\ O.P.R.C.C.T. 5/8'FIR W/•$AM INC'CAP j _ BEARS S03'20'13'W,0.78' ((( j \ o t0 AT�ION MAP LOT I.BLOCK BNOT T i SCALE WOODLAKE VILLAGE TWO 15' UTILITY EASEMENT ` j' �' ` \ \ A= 04 02 23 (RT) CAB.I,PG. 520 CAB,1,PG.520 R= 1,450.00' P.R.C.C.T. P.R.C.C.T. \ r �\ L= 102.24' (CALLED 10.318 ACRES) 20' BUILDING LINE °y \ L=1 2.24' ' TEXAS NATIONAL GUARD AMORY CAB.1,PG.520 \ , \ \ CL= 02.22''14"E VOL. 3268.PG.895 P.R.C.C.T. \ D.R.C.C.T. N 75046'55" E \ \ 30.93' --' - ---- --7: PARCEL42-3 \ \ ESMT. — - 0.0704AC. L(.ALLEp 1.12RN"RE1wAI COMPANY \ �\ i5'UpG.yiA .— - (3,069 SQ. FT.) CIT Y souTK t t924 \ PB• T. THE KANSAS VOL.442T. \ \ c P a c•c A=04-07'45"(LT) R= 1,420.00' � L= 102.34' SC Y CB= N26*25'38"W S CIT col'tpAN POINT OF BEGINNING ILA R1GHc.OE 49632q T5 ab'S5' \ 5/8'FIR W/ RN a10E q4-0 N 1 493.16 S 75'46'55"W SAM INC'CAP `l VICTORIA PLACE Ail.sf O L10O No , BEARS OTS 1,2,3. & 4,BLOCK A ..... ....................I CLERKS 4 O R L.G` r` j 30.47 ` $14'14'46'W.0.89, )N T,NO. 20070223010000600 GETSY J. SUTHAN \ O.P.R.C.C.T. ,......644 ....... .. A=12.26'22•(LT) WOODLAKE VILLAGE \� �! f_ LOT 1,BLOCK B yp 1 •' ! R=5,679.65' CAB.G, SLIDE 386 �o .+ ' o p1M''�`.` !_. L=1,233.11' ` .,+i" c•. 1 CL=i,230.69' P.R.C.C.T. \ .. L C8=569'33'44 W 15' UTILITY Cl� EASEMENT —$ 00'29'46'INCAB.G.PG. 386 185.08' f' I.. I P.R.C.C.T. �1 Q./J�f 20'BUILDING LINE pT EXHIBIT C - 5/e FIR w/ �,'(,1,VET cae.c.PG.386 �, n¢ � TEMPORARY CONSTRUCTION EASEMENT ASSOCDONA DESCRIPTION FOR �TI,-�C'T >>(. 11ItL''1�' Gf1fi P.R.C.C.T` PARK BOULEVARD - - PARCEL 42-3 LEGEND NOTES; 0.0704 ACRE TRACT (3,069 SQ. FT.) -`` - THE BASIS OF 8EARWG IS THE NORTH AMERICAN PREPARED BY FIR FOUND IRON ROD DATUM OF 1983,TEXAS COORDINATE SYSTEM. INS T.NO. INSTRUMENT NUMBER NORTH CENTRAL ZONE 14202).ALL DISTANCES HALFF VOL.,PG. VOLUME,PAGE ARE SURFACE DISTANCES.SURFACE C.M. CONTROL MONUMENT ADJUSTMENT SCALE FACTOR:1.000152T1. O.R.C.C.T. DEED RECORDS OF COLLIN COUNTY,TEXAS TBPELS FIRM NO 1002960 O.P.R.C.C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS A METES AND BOUNDS DESCRIPTION OF EVEN HALFFASSOCIATES.INC ENGINEERS-SURVEYORS 0 NOT MONUMENTED (UNLESS NOTED) DATE ACCOMPANIES THIS EXHIBIT. PAGE 3 OF 3 1201 NORTH BOWSER ROAD-RICHARDSON,TEXAS-75081-2275 SCALE:1'=100' (2141346-8200 AV0.35192 _.MAY.2021 EASEMENT Collin COUNTY Texas STATE QUITCLAIM EASEMENT FOR ROADWAY PURPOSES(42-1 RE) This Quitcl m Easement for Roadway Purposes (42-1 RE) ("Easement"), is made on the 1'143day of p,n�_20 and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY,a Missouri corporation("GRANTOR"),and COLLIN COUNTY,a Texas governmental entity and the CITY OF WYLIE, TEXAS,a Texas home rule municipality (together,"GRANTEE"). After recording mail to: The Kansas City Southern Railway Company Attn: Shawn Mindrup, Director—Real Estate The Kansas City Southern Railway Co. 427 W. 12''Street Kansas City, Missouri 64105-1403 WITNESSETH: Witnesseth, that GRANTOR, in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) AND OTHER GOOD VALUABLE CONSIDERATION, to it paid by the GRANTEE, the receipt of which is hereby acknowledged, does by these presents, REMISE, RELEASE and QUIT CLAIM AN EASEMENT FOR ROADWAY PURPOSES, unto the said GRANTEE,said Easement being located in the tracts or parcel of land, lying, and being situated in Collin County, Texas, and more fully described and depicted on Exhibit A attached hereto and incorporated herein by reference. TO HAVE AND TO HOLD said easement with all the rights, privileges and appurtenances thereto belonging or in any way appertaining unto the GRANTEE, for so long as GRANTEE shall maintain a public roadway and bridge structure on said Easement. GRANTEE, its successors and assigns may, subject to the terns of a Grade Crossing Overpass Construction Agreement between GRANTOR and GRANTEE dated _,2022,construct and maintain a roadway and bridge structure to GRANTEE'S satisfaction. Said Easement shall run with the land and shal I be binding upon the GRANTOR,and its representatives, successors,and assigns. 1 GRANTOR DOES NOT COVENANT that it is lawfully seized of an indefeasible estate in fee of the premises over which an easement is herein conveyed or that it has good right to convey this Easement.GRANTOR WILL NOT warrant or defend the title to said premises unto said GRANTEE or to its successors and assigns against the lawful claims and demands of any person(s). This Easement is subject to existing liens,right-of-way easements,or other encumbrances of record. IN WITNESS WHEREOF,the parties have executed this Easement as of the date first above written. GRANTOR: The Kansas City Southern Railway Company By, r�' �'i t rf } ACKNOWLEDGEMENT State of Missouri ) SS. County of Jackson ) �3 On this�_day of _Tar,�<b 20W before me a Notary Public, appeared to me personally known(or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the 1 11 -Real Estate of The Kansas City Southern Railway Company,that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my official seal day and year aforesaid. My Commission Expires: Notary Public BRYCE J GOOD Notary Public-Notary Seat Clay County-State of Missouri Commission Number 17423040 My Commission Expires Oct 15,2025 2 IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: Collin County, Texas ter--- __---�---- C'DU�.t N ALA E (ritle) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) 3 On this t5 day of N�ta-� 20%, before me a Notary Public, appeared C 4oz S _1-Ai L' - to me personally known (or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the CDu NMY TL,tUb of Collin County, Texas,and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: (50 IzG Notary Public a+"p SHONA R NAVARRE Notary Public STATE OF TEXAS ,':ar Notary ID N 1304SM-3 My(prtWa Fxp.Nov�rnWr MO.2029 3 IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: City of Wylie, Texas By: itle) ACKNOWLEDGEMENT State of Texas ) } SS. County of Collin } Q3 On this i day of 20'lQ, before me a Notary Public, appeared to me personally known (or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the of City of Wylie,Texas, and that he executed the same on behalf of said City of Wylie,Texas,and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires. Notary Public . : Rv PO STEPHANIE STORM NOTARY PUBLIC * *� STATE OF TEXAS �1 ID#12603607-4 lq�F Of z1�}P My Comm.Expires 03-12-2027 4 EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) BEING 72,883 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch found iron rod with "illegible" cap for the east corner of Lot 51, Block B of Wylie Lakes, Phase 1A, an addition to the City of Wylie, Collin County, Texas, recorded in Volume 2007, Page 36 of the Plat,Records of Collin County, Texas (P.R.C.C.T.) and the south corner of a called 3.578 acre tract of land described as "Tract 2" in Special Warranty Deed to TAAS Investments, LLC, recorded in Instrument Number 20190515000545050 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), said corner being on the northwest line of said 22.123 acre tract; THENCE North 51 degrees 43 minutes 48 seconds East, with the northwest line of said 22.123 acre tract and the southeast line of said 3.578 acre tract, a distance of 240.01 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF" (hereinafter referred to as "with HALFF cap")for the POINT OF BEGINNING; THENCE North 51 degrees 43 minutes 48 seconds East, continuing with said northwest and southeast lines, a distance of 120.29 feet to a 1/2-inch set iron rod with HALFF cap for the point of curvature of a non-tangent circular curve to the left, having a radius of 2,940.00 feet whose chord bears South 43 degrees 06 minutes 07 seconds East, a distance of 84.33 feet; THENCE over and across said 22.123 acre tract, the following bearings and distances: Southeasterly, departing said southeast line and with said curve, through a central angle of 01 degree 38 minutes 37 seconds, an arc distance of 84.33 feet to a 1/2- inch set iron rod with blue plastic cap stamped "HALFF ESMT(hereinafter referred to as "with ESMT cap")for corner; South 43 degrees 55 minutes 26 seconds East, a distance of 22.50 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 57 degrees 25 minutes 10 seconds East, a distance of 257.10 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 43 degrees 55 minutes 26 seconds East, a distance of 51.75 feet to a 1/2- inch set iron rod with ESMT cap for comer; Page 1 of 4 LD ROW42-1 1.67AC EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) South 16 degrees 23 minutes 40 seconds West, a distance of 69.06 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 61 degrees 23 minutes 40 seconds West, a distance of 181.45 feet to a 1/2- inch set iron rod with ESMT cap for corner; North 43 degrees 55 minutes 26 seconds West, a distance of 38.01 feet to a 1/2- inch set iron rod with ESMT cap for corner; North 31 degrees 30 minutes 59 seconds West, a distance of 255.98 feet to a 1/2- inch set iron rod with ESMT cap for corner, North 43 degrees 55 minutes 26 seconds West, a distance of 22.50 feet to a 1/2- inch set iron rod with ESMT cap for the point of curvature of a non-tangent circular curve to the right, having a radius of 3,060.00 feet whose chord bears North 43 degrees 03 minutes 43 seconds West, a distance of 92.06 feet; Northwesterly, with said curve, through a central angle of 01 degree 43 minutes 26 seconds, an arc distance of 92.06 feet to a 1/2-inch set iron rod with ESMT cap for comer; North 42 degrees 12 minutes 00 seconds West, a distance of 4.12 feet to the POINT OF BEGINNING AND CONTAINING 72,883 square feet (1.67 acre) of land, more or less. Page 2 of 4 LD ROW42-1 1.67AC EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. This survey was prepared without the benefit of a title commitment. Easements may exist where none are shown. 3. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Date Texas Registration No. 6449 , CIATES, INC. 1201F NORTH O BOWSER ROAD o RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Page 3 of 4 LD ROW42-1 1.67AC lRNMI 11:51:14 AM ah2472 HALFF I 42.11VEXN442.1-R[-A122 ow - f UN ------. 2ND �RMENQPD PLAT OF --------------------- M T — -------- - -- {( B u�EuvoN — MONUMENT wYCIE ES,PHASE 1 fC.M.I " VOy.2007,PG.49 y J cCALLEO 3.578 ACRES) — N 51'43.48'E - - P.R.C.C.T, �� / �- TAAS INTRACT 2 TS,LLC 74.82' A-01°38'37"(LT) %r I/2'SIR W/CAP 20 WYLIE WATER SUPPLY 1 INST.N0.20190515000545050 R= 2,940.00' O.P.R.C.C.T, L=84.33 CORPORATION i ( • CL- 84.33' VOL.662,PG. 317 PRO.Itu 1/2'SIR W/CAP o ` O.R.C.C.T. '�"1N !► POINT OF ah �� ` CB=S43°06'07"E I/l pl .A SITE BEGINNING _S 43°55'26"E ti"CO IIL' -- 22.50' 1'IL_1N(.1, N 42°12'00' W 5'( h 1 F , 4 12• ;V(,`1�13�r 6811LOCATION MAP S A135 IIti 1('` N07 TO SCALE N 43°55'26"W N, ? °?s. 0 50 100 150 200 A 1 22.50' s> >0•• --- 'v SCALE: 1'I=100' PARCEL 42.1 S 43055'26" E A=01°43'26" RT ` 1.67 AC. / BLOCK 1 ( )e R= 3,060.00' �` (72,883 SQ. FT.) /- 51.75' POINT OF L=92,06' v0` COMMENCING CL= 92.06' 1y` —1/2'FIR W/ CB=N43°03'43"W `� (CALLED 22.123 ACRES) 'ILLEGIBLE'CAP THE KANSAS CITY SOUTHERN 16023'40"W WYLIE LAKES,PHASE IA RAILWAY COMPANY 69.06' VOL. 4421. PG. 1929 VOL.20 36 ` P.R.C.C.C.T.T. `dr D.R.C.C.T.t3� � �• ;,,� � �V QGV AO ,...t... o . . �\ NOTES: •-{ ... N 43 55 26' W GETSY J.SUTHAN ' 38.01' THE BASIS X BEARING IS THE NORTH NORTH CDATUM ENTRAL .......................Y•„ PROPOSED OF 1983,TEXAS COORDINATE SYSTEM,NORTH CENTRAL SO 6449 ''1 ROAD WAY ZONE (41202).ALL DISTANCES ARE SURFACE DISTANCES. ♦ �Ir, CROSSING EASEMENT URFACE ADJUSTMENT SCALE FACTOR1 1.00015271. or TES TES AND BOUNDS DESCRIPTION OF EVEN DATE A PANIES THIS EXHIBIT. _ --"(CALLED 0.2396 ACRES) EXHIBIT A l./\ THE KANSAS CITY SOUTHER ROADWAY EASEMENT DESCIPTION FOR LEGEND ©� /: RAILWAY COMPANY VOL.4421.PG. 1935 PARK BOULEVARD FIR FOUND IRON ROD l� D.R.C.C.T. SR SET IRON ROD C. 1� t);�1 PARCEL 42-1 W/ 'HAIFF'CAP WIIH YELLOW PLASTIC CAP STAMPED 'HALFF• 1*p,1 ♦ 1• 1.67 ACRES (72,883 SQ. FT.) WST.NO. INSTRUMENT NUMBER ��YI 1N� P•l� VOL.,PG. VOLUME.PAGE Q% �. `•� ��O�.A PREPARED BY C.N. CONTROL MONUMENT N.T.M.W.D. NORTH TEXAS MUNICIPAL WATER DISTRICT /r 1 G'r' �pOt Mrs HALFF• P.R.C.C.T, PLAT RECORDS OF COLON COUNTY,TEXAS 0 R.C.C.T, DEED RECORDS OF COLLIN COUNTY.TEXAS ��• y1�Q� Ij1 F q. O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS ` TEIPELS FIRM NO 1002960 O O 1/2-INCH SET IRON ROD WITH BLUE PLASTIC CAP `t "\O JQ:h�PC• 1201 NORTH BSOW5ERR RICN N,T 081-2275 S,I C �IFNEE -SURVEYORS STAMPED 'HALFF ESMT•!UNLESS NOTED) PAGE 4 OF 4 SCALE'1--IW I21413465200 AVO:35102 MAY 2021 JEASEMENT I Collin COUNTY I Texas STATE QUITCLAIM EASEMENT FOR AERIAL ROADWAY PURPOSES(42-2 RE) This Quitclaim Easement for Aerial Roadway Purposes(42-2 RE)("Easement"),is made on the 11*day of X`oy and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY, a Missouri corporation("GRANTOR"),and COLLIN COUNTY,a Texas governmental entity,and the CITY OF WYLIE,TEXAS, a Texas home rule municipality (together, "GRANTEE"). After recording mail to: The Kansas City Southern Railway Company Attn: Shawn Mindrup, Director—Real Estate The Kansas City Southern Railway Co. 427 W. 12' Street Kansas City, Missouri 64105-1403 WITNESSETH: Witnesseth, that GRANTOR, in consideration of the sum, of"ITN AND NO/100 DOLLARS ($10-00) AND OTHER GOOD VALUABLE CONSIDERATION, to it paid by the GRANTEE, the receipt of which is hereby acknowledged, does by these presents, REMISE, RELEASE and QUIT CLAIM AN EASEMENT FOR AERIAL ROADWAY PURPOSES, unto the said GRANTEE,said Easement being located in the tracts or parcel of land, lying, and being situated in Collin County, Texas, and more fully described and depicted on Exhibit A attached hereto and incorporated herein by reference. TO HAVE AND TO HOLD said easement with all the rights, privileges and appurtenances thereto belonging or in any way appertaining unto the GRANTEE, for so long as GRANTEE shall maintain an elevated public roadway structure along and across said Easement. GRANTEE, its successors and assigns may, subject to the terms of a Grade Crossing Overpass Construction Agreement between GRANTOR and GRANTEE dated- " , 2022, construct and maintain an elevated public roadway to GRANTEE'S satisfaction, provided, however, that no material alteration in the course of the Spring Creek Parkway existing on site on the date of execution of this Easement shall be made without the GRANTOR'S written consent. Said easement shall run with the land and shall be binding upon the GRANTOR,and its representatives, successors,and assigns. GRANTOR DOES NOT COVENANT that it is lawfully seized of an indefeasible estate in fee of the premises over which an easement is herein conveyed or that it has good right to convey this Easement.GRANTOR WILL NOT warrant or defend the title to said premises unto said GRANTEE or to its Successors and assigns against the lawful claims and demands of any person(s).This Easement is subject to existing liens, right-of-way easements,or other encumbrances of record. IN WITNESS WHEREOF,the parties have executed this Easement as of the date first above written. GRANTOR:The Kansas City Southern Railway Company By: 7F ACKNOWLEDGEMENT State of Missouri SS. County of Jackson On this V1+iN day of To-n%A'06C 20X before me allotary Public,appeared Ao"--4 Ito me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the V? -Real Estate of The Kansas City Southern Railway Company,that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN"TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seatjb4,day and year aforesaid. My Commission Expires- 10 C) /5 X; Notary Public BRYCE J GOOD Notary Public-Notary Seal Clay County-State of Missouri Commission Number 17423040 My Commission Expires Oct 15,11 2025 2 IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: Collin County,Texas (TitlJLkVC-i E e) ACKNOWLEDGEMENT State of Texas SS. County of Collin On this day of VAPQLJA 20if' before me a Notary Public, appeared to me personally known (or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Cou,,-rV'J-uv&2cof Collin County,Texas,and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County,Texas, for the purposes therein expressed. [N TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: kX (10 1-16 Notary Public SHONA R 7NAVARRE Notary Public STATE OF TEXAS Notary ID 0 1 3045OW92-3 My Cmun.EV.Now~30.2023 3 IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: City of Wylie,Texas By: 7--- ACKNOWLEDGEMENT State of Texas SS. County of Collin On this day of ------ 1 2022, before me a Notary Public, appeared to me personally known (or proved to me on the basis of satisfactory evidence)to be the person described herein who executed the foregoing instrument, and acknowledged that he is the of City of Wylie,Texas, and that he executed the same on behalf of said City of Ivy—fie,Tfexas,and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie,Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: = Notary Public ,,,oyp STEPHANIE STORM NOTARY PUBLIC "'y P STATE OF TEXAS -4 r 0 7 ID#12603607-4 x 0*0"";my Comm,Expires 03-12-2027 4 EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 L 0.5606 ACRES (24,421 SQUARE FEET) BEING 24,421 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 20101220001391710 of the Official Public Records of Collin County, Texas (O.P.R.C.C-T.), and being more particularly described by metes and bounds as follows: COMMENCING at the southeast corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet 1, Page 521 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the southwest comer of a said 28.332 acre tract, said corner being on the northwest right-of-way of Atchison, Topeka & Santa Fe Railroad (a 100-foot wide right-of-way) and the point of curvature of a non-tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 27 degrees 55 minutes 28 seconds West, a distance of 10.95 feet; THENCE Northeasterly, with the southwest line of said 28.332 acre tract, the northeast right-of-way line of said Spring Creek Parkway, and said curve, through a central angle of 00 degrees 25 minutes 06 seconds, an arc distance of 10.95 feet to a 1/2-inch set iron L rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap")for the POINT OF BEGINNING, said corner being the point of compound curvature of a tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 37 degrees 23 minutes 27 seconds West, a distance of 482.61 feet; THENCE Northwesterly, continuing with said southwest and northeast lines, and said curve, through a central angle of 18 degrees 30 minutes 53 seconds, an arc distance of 484.72 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF" for the northwest corner of said 28.332 acre tract and the north comer of said Spring Creek Parkway addition, said corner being at the intersection of said northeast right-of-way line and the southeast right-of-way line of a 18-foot wide public road and the point of curvature of a non-tangent circular curve to the left, having a radius of 2,932.79 feet, whose chord bears North 56 degrees 07 minutes 14 seconds East, a distance of 51.26 feet; Page 1 of 4 LD-42-2—RE-0,5606AC EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRES (24,421 SQUARE FEET) THENCE Northeasterly, with the northwest line of said 28,332 acre tract and the southeast right-of-way line of said 18-foot wide public road, and said curve, through a central angle of 01 degree 00 minutes 05 seconds, an arc distance of 51.26 feet to a 1/2- inch set iron rod with ESMT cap for an "elf" corner of said 28.332 acre tract, said comer being on the southwest line of a called 1.727 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.)and the point of curvature of a non-tangent circular curve to the right, having a radius of 1,549.77 feet, whose chord bears South 45 degrees 47 minutes 00 seconds East, a distance of 19.31 feet; THENCE Southeasterly, departing said 18-foot wide public road, and with the northwest line of said 28.332 acre tract, the southwest line of said 1.727 acre tract and said curve, through a central angle of 00 degrees 42 minutes 51 seconds, an arc distance of 19.31 feet to an "ell" corner of said 28.332 acre tract and said 1.727 acre tract, from which a 5/8-inch found iron rod with cap stamped "BOUNDARY MARK" bears South 19 degrees 10 minutes 16 seconds East, a distance of 0.63 of a foot; THENCE over and across said 28.332 acre tract, the following bearings and distances: South 45 degrees 19 minutes 42 seconds East, a distance of 5.07 feet to a 1/2- inch set iron rod with ESMT cap for the point of curvature of a tangent circular curve to the right, having a radius of 1,550.00 feet, whose chord bears South 36 degrees 40 minutes 49 seconds East, a distance of 466.13 feet; Southeasterly, with said curve, through a central angle of 17 degrees 17 minutes 47 seconds, an arc distance of 467.91 feet to a 1/2-inch set iron rod with ESMT cap for corner; South 65 degrees 01 minute 13 seconds West, a distance of 50.07 feet to the POINT OF BEGINNING AND CONTAINING 24,421 square feet (0.5606 acre) of land, more or less. Page 2 of 4 LD-42-2—RE-0.5606AC EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRES (24,421 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Date �� t Texas Registration No. 6449 , f "o Halff Associates, Inc. , =,, r� 1201 North Bowser Road Richardson, Texas 75081 Tel (214.) 346-6200 TBPELS Firm No. 10029600 Page 3 of 4 LD 42-2 RE 0.5606AC 7,72l" 10:11:03AM th2472 HALFF c13500001351 oxlcol,CAppWeeq,RC+T'Elcgn.wrca.42-ZIVEXH-P42a.R60%-35+82.ngn-., (CALLED 0.2396 ACRES) THE KANSAS CITY SOUTHERN — `C~ LAKE uvON RAILWAY COMPANY �� ,rPt `>�FRN 0 50 100 150 200 WT1 VOL.4421,PG. 1935 �%1 ��•'�t'o4 aa PLpvt �_. D.R.C.C.T. NDRTN T- — SCALE: 1 -100' SCYvr£W _ _ A=01000'05"(RT) -,0�'i �0�-,5 -b ` '„ R=2,932.79' �� Gov ,p�'ho��' a�4 pP��y1 aat c� I PROJECT L= 51.26' r ` so` 0 Von' y�% , {'/."ro SITE CL= 51.26' L 1/2'SIR ti'1'11' WILsoN CUT OFF 1�1.� 1 _ CB=N56°07'14"E W/CAP J11: �,.;( 1, f .Illfl li 6118 ~1. M � C2 112' TO SI _ —BOUNDARY MARK' LOCATIIONSCALMAP CAP BEARS s19'10'16'E, 0.63' (CALLED 28.332 ACRES) , e THE KANSAS CITY SOUTHERN S 45 19 42 E RAILWAY COMPANY �pE �a• o� �,.� r� 5.07' INST. NO. 20101220001391710 5/8'FIR 112'SI O.P.R.C.C.T. W/'8MP CAP 20' SLOPE EASEMENT (}F jI C.M.) \ �) CAB.I, PG. 521 �... ..... {t� P.R.C.C.T. A= 17017'47"(RT) '4X''a'` v J•-1 15'UTILITY - >�' �•t� ' F�'`� �\ R= 1 550.00' EASEMENT ................r... °23o CAB.I,PG, 520 L=467.91* GETSY J. SUTHAN P.R.c.C.T. CL=466.13' .... .... ��•Q¢c�' o=18'56'50'tLT) r/ CB=S36°40'49"E t 6449 r ' R=1,450.00' �" C L=479.50' \ �Es�t�• CL=477.32' �\ �1' PARCEL 42-2 CB=N37'39'49'W. \ 0.5606 AC. LOT 1,BLOCK 'B' (24,421�\ SO. FT. WOODLAKE VILLAGE TWO )CAB.1,PG.520 A= 18°30'53"(LT) '1 P.R.C.C.T. R= 1,500.00' y L=484.72' �' 15' UTILITY (CALLED 10.318 ACRES) CL=482.61' \\�o��p EASEMENT TEXAS NATIONAL GUARD AMORv 9:F1" CAB. 1,PG. 521 CURVE TABLE VOL.3268,PG.895 CB= N37 23'27"W \� n�0.q P.R.C.C.T. CUR. DELTA RADIUS •LENGTH CHORD CHORD , D.R.C.C.T. \ J,rv� NO. BEARING LENGTH Cl 00125106"(LT) +1,500.00' 10.95' N27 55'28'W 10.95' LEGEND 20'BUILDING LINE v _. _ _ ---- — 15'UTILITY CAB. 1. PG. 520 \, ` C2 00°4751"(R7) 1,549.77' 19.31' I S45 4T00"E 19.31' P.O.B. POINT OF BECINNINC EASEMENT P.R.C.C.T. LL P.O.C. POINT OF COMMENCING SR SE IRON R00 CAB.1• PG. 520 P.O.B. ---- T fR FOUND IRON ROO _ _ P•R.C.C.T. \ INST.NO. INSTRUMENT NUMBER —— — — --——._f ,` G1— $ 65�01'13" •t�A� —._.. EXHIBIT A Pc. VOLUME,PACE —— ————. 50.0T C.M. C.M. CONTROL MONUMENT � '�'�'�a" '� ROAD EASEMENT DESCRIPTION FOR D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY,TEXAS -� pL O.P,R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS "" R�` P,O'C; PARK BOULEVARD W/CAP WITH YELLOW PLASTIC CAP STAMPED 'HALFF' O 1/2-INCH SET IRON Roo WITH BLUE PLASTIC CAP S C1 COO TTxyY \\\ S75'46'S5'W �\ 0.5606 ACRE TRACT(2PARCEL -2 SC). FT.) STAMPED 'HALFF ESNT (UNLESS NOTED, 'Tli A` 51.47' NOTES: K6,� A1,Wi�� QtGNl-Of�V36)Z° \ }' T'REPAREDBY 983,THE BASISTEXA�BEARINO OORDIN TES THE SYSTEM NOR TH HrCE1NTRALL ZONE CAN DATUM OF ,`•t1UG,WL�1L„� `SA �. :w: 142021.ALL DISTANCES ARE SURFACE DISTANCES. CLERK pa HALFF SURFACE ADJUSTMENT SCALE FACTOR;1.00015271. - TBPELS FIRM NO.IOM60 1201 A METES AT. BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES HALFF ASSOCIATES,11' ENGINEERS-SURVEYORS ,�-•�- NORTH BOWSER ROAD-RICHARDSON,TEXAS-75081-2275 THIS Ezrvert. / PAGE 4 OF ASCALE:i".too• (214)3464=1 AVC:35192 MAY,2021 Exhibit C State of Texas § Court Order Collin County § 2019-1072-11-18 Commissioners Court § An order of the Collin County Commissioners Court approving an agreement. The Collin County Commissioners Court hereby approves the Railroad Engineering Contract for the Park Boulevard Railroad Grade Separation with the Kansas City Southern Railway Company for engineering services to review and approve plans and other documents pertaining to the project,as detailed in the attached documentation. A motion was made,seconded,and carried by a majority of the court members in attendance during a regular session on Monday,November 18,2019. COLIIN COUNTY Teresa Nelson Office Administrator Collin County Engineering 4690 Community Avenue,Ste.200,McKinney,Texas 75071 (972)548-3744•Fax(972)548.5555 Metro:(972)424-1460.Ext.3744 tnelson®collincountytx.gov • www.collincountytx.gov Chris Hill, County Judge / Darrell Hale,Commissioner,Pct 3 • Not Present Susan Fletcher,Commissioner, Pct 1 uncan Webb,Commissioner,Pct 4 Not Present , Cheryl Williams,Commissioner,Pct 2 ATTEST:Stacey Kemp,County Clerk RAILROAD ENGINEERING CONTRACT PARK BOULEVARD RAILROAD GRADE SEPARATION COLLIN COUNTY, TEXAS STATE OFTEXAS COUNTY QFCO[L|N This CONTRACT is made and entered into by and between the Collin Cuunb/, a political subdivision of State of Texas (the '`COWNTY^\, acting by and through the duly- authorized Collin County Commissioners Court, whose mddmsoo is23DO B|oomdo|e Road, Suite 4193. KAnNinnmy. TX75O71. and The Kansas City Southern Railway Company, (the "RAILROAD"), duly registered to do business in the State of Missouri, whose address for rnoi|inO is 427 West 121h Gtreet, Kansas Chx, K0C) 64105' sometimes both referred to herein aa''Partios". effective asof the date of latest execution below. VNTNESGETM: WHEREAS, the COUNTY has laid out and proposes to construct o section mfthat codminpub|icnoodm/ayVxhichhambeendasigna1edom �adxBou|eVand. vxhichaapnopmoed. will pass over the track and across the right of way of the R/\|LRC>/4Q at roadway Survey 8tot|oM28O+5O.OV and approximate Railroad SWn/ay Station 4081+09. and approximate Railroad Milepost T200.1 on the RA|LROA[}'s Greenville 8ubdiviaion, which point is the intersection of the proposed centerline of Park Boulevard with the centerline of the RAILROAD's track, near Wylie, Texas, herein referenced to as"PROJECT"; and, VVHEREAS, the parties hereto deem it necessary for the Railroad to review engineering plans for portion uf the PROJECT that affects the Railroad. N[K8/. THEREFORE, in consideration of the pnarnieeo and of the covenants and agreements of the parties hereto oontmined, to be kept and performed by the parties hem»b». it is hereby agreed as follows: A. The COUNTY has requested that the RAILROAD proceed with certain necessary engineering and/or design services for the PROJECT to facilitate the parties' considerations of the PROJECT and shall be undertaken by the parties hereto upon and in accordance with the following terms, conditions and provisions. 1. The work tobe done bv the RAILROAD under this Contract shall consist of: i. Review and approval of preliminary and final engineering and design p|ano, opeoificationo, dravxingo, contracts and otl-er documents pertaining to the PROJECT, ii. Preparation of cost eeUnnatoa for the RA|LROAD'm work in connection with the PROJECT. iii. Review of construction cost eobmmatem, site surveyo, amseeonmenbn, right of way easements and |iconees, studies, contracts and related construction -�� documents submitted to the RAILROAD by the COUNTY for the PROJECT. Engineering Work may also include office reviews, field reviews, attending hearings and meetings, and preparing correspondence, reports, and other documentation in connection with the PROJECT, iv. Construction Monitoring, and v. Post Construction Inspection for final acceptance. 2. By its review, approval or preparation of plans, specifications, drawings or other documents pursuant to this Contract, the RAILROAD signifies only that the plans and the PROJECT proposed to be constructed in accordance with the plans satisfy the RAILROAD's requirements. 3.Nothing contained in this Contract shall be deemed to constitute the RAILROAD's approval of or consent to the construction of the PROJECT, which approval or consent may be withheld for any reason directly or indirectly related to safety of the RAILROAD's operations, property, or facilities. The PROJECT, if constructed, is to be constructed, under a separate Crossing Contract to be executed by the Parties at a future date. 4. The estimated cost of work to be performed by the RAILROAD for engineering services for the account of the COUNTY is 36 500.00, as shown on the attached estimate attached hereto as Exhibit A and made a part hereof. It is clearly understood by the parties hereto that this is an estimate only; the COUNTY agrees to pay for all reimbursable charges necessitated by its work in the vicinity of the track and the RAILROAD agrees to furnish the services required. Approval of charges will require supporting documents verifying hours charged from the RAILROAD. The sU pporting documents must be in the form of approved time sheets or time reports. Documentation for expense charges will include signed copies of the expense accounts showing the days worked, charges for meals, accommodations and miles traveled. 5. For all items of work and expense authorized by this Contract, the RAILROAD shall invoice the COUNTY in care of: Jeff Durham Collin County Engineering 4690 Community Ave., Suite 200 McKinney, TX 75071 Ph: 972-548-3723 Jeff Durham adurham@co.collin.tx.us) B. It is understood that the PROJECT herein contemplated is to be financed from funds appropriated by the COUNTY; that all plans, estimates of cost, specifications, awards of contracts, acceptance of work and procedure in general are subject at all times to all laws, rules, regulations, orders and approvals applying to it; and that the COUNTY shall reimburse the RAILROAD for only such items of work and expense as are properly authorized, and in such amounts and forms as are proper and eligible for payment. C. This Contract may be revoked by either party upon written notice to the other until suc h time as the PROJECT is advertised for bids by the COJNTY. 2 D. The parties hereto represent each to the other that they have the legal authority to enter into this Contract as evidenced by the apprDpriate COUNTY order, corporate resolution and/or power of attorney, as identified below, certified copies of which will be provided upon request. Witness this my signature in execution hereof, this thE! day of 2019, COLLIN COUNTY BY AND THROUGH THE COLLIN COUNTY COMMISSIONERS_COURT. CHRIS HILL, County Judge Witness this my signature in execution hereof, this the 12' day of 1-!5��WVIIC,,L 2019. THE KANSAS CITY SOUTHERN RAILWAY COMPANY # iBY: SRIKANTH HONNUR, P.E. Track and Bridge Construction Director DATE: RAILROAD FORCE ACCOUNT PARK BOULEVARD RAILROAD GFvkDE SEPARATION PROJECT NUMBER COLLIN COUNTY, TEXAS EXHIBIT A ENGINEERING SERVICES ONLY Plan Review-Railroad (Preliminary & Final Enaineerina Plans) Railroad Cost: _ Hrs Rate Amount Engineer 80 $125 $10,000 Roadmaster 25 $80 $2,000 Project Manager 25 $100 $2,500 KCS Accounting Department 40 $50 $2,000 KCS PLAN REVIEW COST $16,500 Plan Review—Consultant(Preliminary & Final Ein rineerinp-Plans) Amount Preliminary and Final Eng Plan Rvw $20,000 RAILROAD FORCE ACCOUNT (ENG. ONLY - TOTAL $36,500 4 EXHIBIT D RAILROAD FORCE ACCOUNT AGENCY: Collin County Texas AGENCY PROJECT NO.: PROJECT NAME: Park Boulevard Extension Greenville Subdivision MP T199.50 Wylie, TX Date Prepared: 25-Jul-23 ESTIMATE Railroad-Labor Cost Hrs Rate Amount Engineer 240 $100 $24,000 Roadmaster 40 $100 $4,000 KCS Accounting Department 80 $50 $4,000 Railroad Labor Subtotal: $32,000 Railroad-Expenses Qty Unit Rate Amount Field Visits 6 Trip $2,000 $12,000 Railroad Expenses Subtotal: $12,000 Railroad Total: $44,000 Construction Inspections and Construction Manazement-Consultant Consultant Plan Review/Construction Monitoring L.S. $174,820 Consultant Subtotal: $174,820 GRA ND TOTAL-ENGINEERING ESTIMATE $218 820 01 July 19, 2023 Bentley Tomlin Public, Utility, and Industrial Project Manager CPKC 427 West 121 Street Kansas City, MO 64105 Re: Park Boulevard Extension - Road Overpass RRMP T199.50, RR Station 4102+24, Greenville Subdivision, Wylie, TX Construction Monitoring Services Dear Mr. Tomlin: The City of Wylie, TX intends to build a new highway bridge over CPKC tracks at the west end of the Wylie Yard indicated in the subject location. HDR is currently performing engineering services on behalf of legacy KCS to review the construction plans for the proposed overpass. The construction plans and the required property rights to build the overpass have been approved and executed by legacy KCSR. HDR assisted legacy KCS in drafting the Construction and Maintenance Agreement and we understand that it is very close to being executed. With the status of the project as stated above, the project is ready to jump into the next phase, construction which we understand is planned to start in Fall 2023. Per our conversation, you have given HDR the opportunity to continue working on the project in the Construction Monitoring role. We are submitting this Construction Monitoring Services ("CMS") proposal to assist you during the construction of this project to observe and monitor the construction relative to CPKC approved plans and specifications. Construction Monitoring Services -Approach and Scope of Services CMS is broken down into three distinct phases: Contractor PM work, Submittal and RFI Review, and Construction Monitoring Support. We assume construction and as-built survey will be performed by the Contractor. Per our conversation, we assume the project's duration is two (2) years starting Fall 2023.We assume CPKC Kiteworks electronic documentation folder is available to HDR's personnel involved in the project and will be the primary documentation tool for the project between CPKC, Contractor, and HDR. Task 1. PM Work Under this Task, HDR will perform project management duties related to the project as stated below: hdrinc.corn 1J 1 v=io'nF;load Stitt 600 Kan;a,C;ry.MG c l : 34' 316 i 360 2 7C1_1 • Project progress conference call led by City/Contractor(assume HDR will attend a total of 24 weekly meetings/calls of 1-hr each) • Coordination conference calls with CPKC (assume 5 conference calls of 1 hr each) • Budget reviews, invoice processing, project documentation, and project administration. Task 2. Contractor Submittal & RFI Review Under this Task, HDR proposes to review the RFIs and contractor submittals. We propose to use engineering office support staff to review, comment on and document the following. • Review and Respond to Submittals (assume 25), including: o Project schedule o Construction sequencing o Curfew/window requests o Materials submissions o Erection plans o Excavation and Shoring plans o At-grade crossing work o Grading plans o Drainage plans o Project update conference calls • Review Transport and Erection Plans (assume 3) Task 3. Construction Monitoring Support HDR proposes to perform Construction Monitoring Services after the NTP is issued by the City of Wylie, TX to its contractor. HDR proposes the Project Manager (PM) and Construction Monitor attend the pre-construction meeting. It is our understanding based on discussions with you that HDR expected to have one Construction Monitor on site for an average of one 8-12-hour long site visit per week for the duration of the construction with additional onsite monitoring during milestone works, including bridge substructure and superstructures. HDR proposes to have the Construction Monitor on site during the entire curfew duration during beam erections and excavation and shoring works within the railroad property. The onsite Construction Monitor will perform the following services: • Keep minutes of meetings attended by HDR • Attend weekly Progress meetings and other meetings as scheduled noted above + Prepare a Daily Work Report, only for the days the Construction Monitor is at the site, which includes the following: o Safety reviews. o Reviews of contractor's work plans during execution (Crane Plan, Drilled Shaft Plan, Erection Plan, etc.) hdrinc.eom 10450�oimes Road Suite 600 Kansas Cty,MO 64131-3471 ;8'.6)360-270C o Monitor for items of work not identified in railroad approved work plans that affects the railroad (ad-hoc crane and equipment usage, excavation, material deliveries, traffic control, and temporary construction crossings, curfews, .) o Document job briefings o Documentation for non-conformance identified earlier and corrective actions • Monitor construction activities relating to: o Shoring installation o Pile and shaft foundations o Abutment caps and stem wall o Superstructure erection o Site conditions and SWWP requirements a Grading and drainage works within or adjacent to railroad property HDR proposes to have Sri Honnur as our Project Manager and also as the Point of Contact(POC) for all matters relating to this project. Amanda Stahlnecker at our Fort Worth, TX office will lead the staffing of the Construction Monitors. HDR proposes to have qualified staff on site during the foundation installation of the drilled shafts for new abutments, during embankment construction, and during the bridge erection. Assumptions 1. This estimate assumes the contractor is working 5 - 10-hour days for the duration of the project to estimate the weekly effort, not including the time during train curfews for bridge erection, foundation construction and shoring installation which may be on weekends and/or for extended hours. 2. This estimate does not include schedule delays. 3. HDR will not be required to provide an onsite job trailer and HDR's onsite Construction Monitoring staff will be able to use the Contractor's trailer. HDR will provide its onsite employees with a computer and phone. 4. The Contractor will provide testing, material certifications, etc. per the requirements of the project plan and specifications. HDR will monitor that the plans and specifications are followed and will review the submittals relating to the results of the testing. 5. The Contractor will provide at least two weeks notice of scheduled work and cancellations of scheduled work, if any, for which the Construction Monitor was already scheduled to be onsite. This is to prevent unnecessary trips to the job site which may increase the CMS costs. 6. HDR will receive and review certificates of inspections, tests, and approvals required. HDR's review of such certificates will be for the purpose of determining whether the results certified indicate compliance with the Construction Contract Documents. This review by HDR does not constitute an independent evaluation of the content or procedures of such inspections, tests, or approvals that complies with the requirements of the Construction Contract Documents. 7. HDR will monitor that the plans and specifications are followed and will review the results of the testing performed by the Contractor. hdr5ne.eom 1G450 Holmes RGa �wte 50O Kan a;CTv,MO 641131-34,'1 316''360-2700 8. HDR will not advise or issue directions relative to or assume control over the means, methods, techniques, sequences of construction work by the Contractor. 9. HDR will not advise or issue directions regarding or assume control over security or safety practices and precautions in connection with operations of the City, CPKC, or the Contractor. 10. HDR's obligation to report any observed unsafe job site conditions or unsafe work practices by the City's contractor to the OWNER and record same in the daily work report shall not make HDR responsible for construction job site safety, the responsibility of which remains solely that of the construction contractor(s). 11. HDR's obligation to report to the OWNER unsafe job conditions or unsafe work practices runs solely to the OWNER and is purely an administration function. 12. There are no third-party beneficiaries intended by this contractual obligation, including, but not limited to, construction contractors and/or their employees. 13. HDR's monitoring of the construction results in the determination that the construction work is defective under the terms and standards set forth in the Construction Contract Documents, HDR will bring this to the attention of CPKC for direction on the required corrective actions which may include repairs, remove, replace or acceptance of the defective work. However, HDR's authority to provide this information to CPKC or HDR's decision to exercise or not exercise such authority will not give rise to a duty or responsibility of HDR to Contractors, Schedule We assume the Project will start construction in Fall 2023 and last about 2 years. Including final punch list and final acceptance, the project completion date is assumed to be June 30, 2026. Construction Phase Schedule: Issue of NTP to contractor October 1, 2023 Coordination Calls Begin October 1, 2023 Preconstruction Meeting October 1, 2023 Field Work Begins November 1, 2023 Substantial Completion December 31, 2025 Final project closeout June 30, 2026 Estimated Construction Monitoring Fee We have made the following assumptions for developing our fee estimate including what has been mentioned above. • Terms of our Consulting Services Agreement dated October 7, 2013. o Direct Labor x 2.85 o Direct Labor for Construction Monitoring Straight time x 2.85 o Direct Labor for Construction Monitoring Overtime x 2.85 hdrinc_com 2i)4S0 Hoimes Road Su- e 600 Kansas �`v,%10 64131-3,171 i816)360-27v0 o Expenses billed without markup ■ Vehicle— $0.75/ Mile ■ Since we have a local HDR office, lodging, and rental vehicle costs are not expected. • Contractor will work 5 days x 10 hrs per week • Construction Monitoring On-Site o One 8-12-hour day per week 0 4 days-Beam erection o Qualified staff during drill shafts construction, major concrete pours, excavation and shoring and superstructure erection Rates used for the direct labor includes yearly pay increases. Our Estimated Fee is shown below with details as shown in Attachment A. Rates and fees mentioned in this proposal are only an estimate and are subject to change depending on contractor's schedule, changes to schedules, weather, personnel changes, changes to salaries of HDR personnel, change in travel costs, and railroad operations. Construction Services Support During Construction $ 174,820 HDR appreciates your consideration and looks forward to assisting the KCS on this project. Sincerely, HDR En ineering, Inc. Prepared by: Cory I rr ff, PE Sri Honnur, PE Senior Vice President Sr. Rail Project Manager ndrtnc.com 4�0 Holm-,Road S,_te.600 Kassa;C tV.MO od 3: 3u'1 315;3a0 Zi0{ a - J Project I QAtQC I 0.%,,QC I Lead Lead 1Construct iConstruct lConstruct Project Task IDescription Manager Pir. Suppor r. Suppod Track Struct Monitor ItMoollor 21 Monitor 21Acct fCterl 1.00 Project MavagenrienVAdministration M 110 Project Coord&Mgnint 40 16 40 96 (A Subtotal Manhours 40 16 0 0 0 0 0 0 40 96 :4 Subtotal Lost•PWAOIVln $11,400 $4,150 $0 $U so $0 $31/62 $1913112 2 2.00 Construction Support Services 0 Consruction submittal &RFl Revie*- C Bridge and Track(construction V V 0 210 phasing,sequencing,shorinc,matt, 60 40 30 16 80 226 CD suDmittals,Schedule.Project update conference calls,etc:-25 suornittals Constructiol Monitoring-Bridge, 3. > EmoanKment ano Track tInCiLaes 220 503 100 ISO 750 commuting time)-doesn't include 0 =r testing 0 Subtotal Manhours 60 Ain 30 16 90 50D 100 150 0 976 0 Subtotal Cost-Project Review $17,100 374 $6,755 $3,329 S14,3M $58,425 SIT.100 $14,963 $0 $1142,40 > TOTAL MANHOURS-PROJECT 100 456 30 16 so so 100 150 40 11,072 0 TOTAL LABOR COST-PROJECT $28,500 $14,524 $6,755 $3,329 $14,364 $5$,425 SIT,ioo $141,963 $3,762 $1161,720 rn 100 Expenses Lodging,Meals,Commute,F1 ghts. Commute = 120 miles each round trip x 130 trips x 0 75 0 10 etc -Estimate Fljrlht.-, -5 trips, cy) $600 $13,00 C TOTAL ESTIMATED EXPENSES 1 $13,000 4.00 Direct Costs Q .110 Printing/PostageiPmolos13ts c $100 0 TOTAL ESTIMATED DIRECT EXPENSES $100 GRAND TOTAL $174,820 Exhibit E JLL Reference No. APPLICATION NUMBER RIGHT-OF-ENTRY AGREEMENT("AGREEMENT") KCS SAP No. THIS AGREEMENT is effective this EFFECTIVE DATE by and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY, a Missouri corporation, called herein "Railway Company", and CONTRACTOR,to be addressed at CONTRACTOR ADDRESS,called herein"Contractor"sometimes both together referred to as"Parties"herein. WITNESSETH: WHEREAS,The Contractor has requested the Railway Company to permit it access to its right-of- way to access SQUARE FOOTAGE AMOUNT of Railway Company's property for the work described in Section 1 below ("Use") at LOCATION CITY (LOCATION COUNTY) LOCATION STATE at and/or near Railway Company's Mile Post MILE POST (SUBDIVISION NAME Subdivision), as indicated on the print marked Exhibit"A", attached hereto and incorporated herein by reference;and WHEREAS, the Parties understand that the permission granted herein by this Agreement by the Railway Company is limited to granting access to the property owned by the Railway Company only. NOW, THEREFORE, it is mutually agreed by and between Railway Company and Contractor as follows: 1. USE: The Contractor acknowledges that this Agreement is limited only to Use noted in this Agreement. No other Use shall be permitted on Railway Company's property without the expressed written consent of Railway Company. Work authorized under this agreement and as shown and described in Exhibit A includes WORK SCOPE FOR BRIDGEWORK. A Railway Company approved flagger is required during the Work. Contractors shall notify Railway Company two weeks in advance of Work so that the Work can be coordinated with the Trainmaster. The Railway Company shall be informed of any changes to the approved plans and work methodology("Work") as described in this Agreement. No changes to the Work shall be performed until a written approval is received by the Railway Company. Contractor has complete and sole responsibility for, and direction of, its employees, agents, subcontractors or any persons or entity that Contractor hires to perform or assist in performing the services hereunder. Contractor and Railway Company agree that such persons shall not be considered employees, agents or contractors of Railway Company for any reason, and Contractor shall prohibit any activity that may be construed as creating an employment relationship between such persons and Railway Company. 2. FLAGGING: Railway Company hereby grants to Contractor,subject to the limitation of forty- eight(48)hours prior notice to Railway Company and subject to each and all of the terms,provisions and conditions herein contained, the right 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. Notwithstanding the above, in no event shall Contractor have the right to cross Railway Company's tracks for purpose of ingress and egress. Neither Contractor, nor its employees, agents or subcontractors shall interfere with or -Page 1 of 4- JLL Reference No. APPLICATION NUMBER obstruct any track or drainage structures and facilities on the property. Any damage caused by Contractor to Railway Company property shall be repaired immediately. The safe operation of the Railway Company shall take precedence over Contractor's Work on the right-of-way. Contractor shall not, without the Railway Company's prior written consent, foul Railway Company's tracks. All Work of the Contractor to be performed on or adjacent to the right-of-way shall be coordinated with Railway Company so as to avoid,to the greatest extent possible,interference with Railway Company operations. Except as authorized by the Railway Company, Contractor will not work within the Railway Company's right-of-way. The right-of-way is typically defined as an area measured fifty feet (50'), horizontally, on either side of the centerline of track with unlimited vertical distance within the horizontal limits. Additionally, Contractor will use reasonable efforts to locate all equipment, devices, and materials at a sufficient distance from any track to prevent apparatus or part of any equipment, device, or material, such as the boom of a crane or a dragline, from encroaching on the right-of-way of any track. When Contractor is in the Railway Company right-of-way for whatever reason or has a potential to encroach upon the Railway Company right-of-way, a qualified Railway Company flagman is required. It will be Contractor's responsibility to coordinate in obtaining and paying for the flagman from one of the following approved Railway Company flagging companies: Railpros Field Services David Allen 601-502-6485 david.allenna`pros.com Joel Ashcraft 417-362-9007 joel.ashcraftA`pros.com Bottom Line On-Track Safety Services Jeff Yarbrough 972-824-3348 jeff.yarbrough(d).alliedtrack.com Nick Loar 214-394-5237 nick.loarAalliedtrack.com 3. EMERGENCY CONTACTS: In the event of an emergency condition or situation requiring immediate attention,repair or action, contact: CONTRACTOR- Contractor at CONTRACTOR PHONE, Railway Company at 877-527-9464, and Flagger. 4. FEE: Contractor agrees to pay to Railway Company for the use of Railway Company's right-of- way and the privilege hereby granted,such use and privilege being expressly limited to the facilities described above, the one-time sum of ONE THOUSAND AND NO/100 DOLLARS X # OF 6 MONTH WINDOWS($X,XXX.00),payable upon execution of this Agreement. 5. TERM: The right-of-entry herein granted to Contractor shall commence TERM START, and shall continue until TERM END,unless sooner terminated,or at such time as Contractor has completed its Work on Railway Company's property,whichever occurs earlier. Contractor agrees to notify the Railway Company Representative in writing when it has completed its Work on Railway Company property. This Agreement may be terminated by either party on ten(10)days'written notice to the other party. 6. INDEMNITY: CONTRACTOR SHALL INDEMNIFY,SAVE AND HOLD HARMLESS RAILWAY COMPANY, ITS OFFICERS, DIRECTORS, AGENTS, REPRESENTATIVES, CONTRACTORS AND EMPLOYEES, FROM AND AGAINST ANY LOSS OR DAMAGE TO PROPERTY, OR PERSONAL INJURY OR DEATH TO ANY PERSON, THAT WOULD NOT HAVE OCCURRED BUT FOR CONTRACTOR'S PRESENCE ON RAILWAY COMPANY'S PROPERTY. -Page 2of4- JLL Reference No. APPLICATION NUMBER It shall be the exclusive duty and responsibility of Contractor to inspect the property subject to this Agreement for the sole purpose of evaluating its safety for the entry of its employees, agents and subcontractors. Contractor shall not be responsible,however, for ensuring the safety of anyone or any party not employed by or under contract to Contractor except to the extent the safety of such persons is directly affected by the presence of Contractor's employees,agents,contractors and subcontractors. Contractor shall advise all of its employees, agents and contractors entering the property of any observable safety hazards on the property, including, without limitation, the presence of moving vehicles, tripping hazards and overhead wires. Notwithstanding the foregoing,Contractor has no duty or obligation to remediate any such observable hazards or to notify any other project participants of any such hazards. Contractor shall instruct all of its employees, agents and subcontractors entering the property that all persons, equipment and supplies must maintain a distance of at least twenty-five feet(25')from the centerline of the track unless authorized by the on-site Railway Company flagman to be closer than twenty-five feet(25'). Contractor shall use its reasonable efforts to see that no personnel, equipment or supplies under its control are within the clearance point of the track when moving Railway Company equipment may be seen from or heard at the property subject to this Agreement. 7. INSURANCE: So long as this Agreement is in effect Contractor agrees to maintain commercial general liability and contractual liability insurance with minimum limits of ten million dollars ($10,000,000.00)per occurrence,ten million dollars($10,000,000.00)aggregate. Contractor shall provide automobile liability coverage in the amount of three million dollars($3,000,000.00)combined single limit. In addition,Contractor shall provide or require minimum statutory worker's compensation coverage for all covered employees who are on Railway Company's property. Contractor must also provide a Railroad Protective Liability Insurance policy naming the Railway Company as the Named Insured with coverage limits of at least two million dollars($2,000,000.00)per occurrence and six million dollars($6,000,000.00) aggregate. The original Railroad Protective Liability policy shall be promptly furnished to Railway Company. Each policy must be issued by financially reputable insurers licensed to do business in all jurisdictions where Work is performed during the term of the Agreement. A certificate of insurance will be provided to Railway Company by Contractor,reasonably satisfactory to Railway Company in form and content, evidencing that all required coverage is in force and have been endorsed to provide that no policy will be canceled or materially altered without first giving the Railway Company thirty (30) day's prior written notice. Commercial general liability policy will name Railway Company as an additional insured and, to the fullest extent allowed under law, will contain a waiver of subrogation in favor of Railway Company. All policies will be primary to any insurance or self-insurance the Railway Company may maintain for acts or omissions of Contractor or anyone for whom Contractor is responsible. Any deductible or self-insured retention on the required insurance shall be the responsibility of Contractor. Contractor will include copies of relevant endorsements or policy provisions with the required certificate of insurance. Nothing contained in this Section limits Contractor liability to the Railway Company to the limits of insurance certified or carried by Contractor. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK SIGNATURE PAGE TO FOLLOW -Page 3 of 4- JLL Reference No. APPLICATION NUMBER IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their respective officers, duly authorized,as of the day and year first above written. THE KANSAS CITY SOUTHERN RAILWAY COMPANY By: Michael Martin Title: Manager of Public Projects Date: CONTRACTOR By: Name: Title: Date: Page 4 of 4-