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R-2020-0303 - 10/22/2020 RESOLUTION NO. IZ-2020-0303 WHEREAS, the City of Round Rock ("City") desires to enter into Multiple Use Agreements (the "Agreements") with the Texas Department of Transportation ("TxDOT") regarding Segments 2 and 3 of the Kenney Fort Boulevard Project from Forest Creek Drive to SH 45; and WHEREAS, the Agreements with TxDOT will permit the City to construct, maintain and operate a portion of the extension of Kenney Fort Boulevard within the above-described state right of way; and WHEREAS, the City Council wishes to approve said Agreements with TxDOT, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Multiple Use Agreements with the Texas Department of Transportation, copies of same being attached hereto as Exhibit"A"and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 22nd day of October, 2020. CRAIG NYORGA ayor City of Round Ro , Texas ATTEST: M AGAN PINKS, Deputy City Clerk 0112.20202;00457092 EXHIBIT "A" Irmo44 f10(Rev.10/18) Page 11 of 1MULTIPLE USE AGREEMENT Forest Creek to Gattis STATE OF TEXAS § COUNTY OF TRAVIS § THIS AGREEMENT made by the State of Texas by and between the Texas Department of Transportation, hereinafter referred to as"State", party of the first part, and City of Round Rock hereinafter called the City party of the second part, is to become effective when fully executed by both parties. WITNESSETH WHEREAS, on the day of ��,r t 2 �Av I , the governing body for the the City entered into Resolution/Ordinance No. R-2019-0160 hereinafter identified by reference, authorizing the the City s participation in this agreement with the State; and WHEREAS, the the City has requested the State to permit the construction, maintenance and operation of a public Extension of Arterial A j on the highway right of way, (ROADWAY S. Kenney Fort Blvd CONTROL SECTION NO. T032-13. }. (General description of area including either the control number or GPS coordinates.) Between Forest Creek Drive(CSJ T032-13) and Gattis School Road (CSJ E004-55) shown graphically by the preliminary conceptual site plan in Exhibit"A"and being more specifically described by metes and bounds of Exhibit"B", which are attached and made a pail hereof; and WHEREAS, the State has indicated its willingness to approve the establishment of such facilities and other uses conditioned that the the City will enter into agreements with the State for the purpose of determining the respective responsibilities of the the City and the State with reference thereto, and conditioned that such uses are in the public interest and will not damage the highway facilities: impair safety, impede maintenance or in any way restrict the operation of the highway facility, all as determined from engineering and traffic investigations conducted by the State. Form 2044 (Rev.10/18) Page 2 of 10 AGREEMENT NOW, THEREFORE, in consideration of the premises and of the 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: 1. DESIGN AND CONSTRUCTION the City will prepare or provide for the construction plans for the facility, and will provide for the construction work as required by said plans at no cost to the State. Said plans shall include the design of the access control, necessary horizontal and vertical clearances for highway structures, adequate landscape treatment, adequate detail to ensure compliance with applicable structural design standards, sufficient traffic control provisions, and general layout. They shall also delineate and define the construction responsibilities of both parties hereto. Completed plans will be submitted to State for review and approval and when approved shall be attached to the agreement and made a part thereof in all respects. Construction shall not commence until plans have been approved by the State. Any future revisions or additions shall be made after prior written approval of the State. Any sidewalks, curb ramps and other pedestrian elements to be constructed, either on site or off site, by the the City shall be in accordance with the requirements of Title II of the Americans With Disabilities Act (ADA) and with the Texas Accessibility Standards (TAS). Elements constructed by the the City and found not to comply with ADA or TAS shall be corrected at the entire expense of the the City 2. INSPECTION Ingress and egress shall be allowed at all times to such facility for Federal Highway Administration personnel and State Forces and equipment when highway maintenance operations are necessary, and for inspection purposes; and upon request, all parking or other activities for periods required for such operations will be prohibited. 3. PARKING REGULATIONS Parking regulations shall be established limiting parking to single unit motor vehicles of size and capacity no greater than prescribed for 1112 ton trucks, such vehicles to conform in size and use to governing laws. Parking shall be permitted only in marked spaces. Parking shall be prohibited when a security threat, as determined by TxDOT, exists. Form 2044 (Rev.10/18) Page 3 of 10 4. PROHIBITIONISIGNS Regulations shall be established prohibiting the parking of vehicles transporting flammable or explosive loads and prohibiting use of the area in any manner for peddling, advertising or other purposes not in keeping with the objective of a public facility. The erection of signs other than those required for proper use of the area will be prohibited. All signs shall be approved by the State prior to the actual erection. 5. RESPONSIBILITIES Timely maintenance, repair and operation of the facility shall be entirely the responsibility of the the City . Such responsibility shall not be transferred, assigned or conveyed to a third party without the advanced written approval of the State. These responsibilities expressly include the timely maintenance and repair of any portion of the facility necessary to comply with the Americans with Disabilities Act. Further, such responsibility shall include picking up trash, mowing and otherwise keeping the facility in a clean and sanitary condition, and surveillance by police patrol to eliminate the possible creation of a nuisance or hazard to the public. Hazardous or unreasonably objectionable smoke, fumes, vapor or odors shall not be permitted to rise above the grade line of the highway, nor shall the facility subject the highway to hazardous or unreasonably objectionable dripping, droppings or discharge of any kind, including rain or snow. If the State determines that the City has failed to comply with these responsibilities, it will perform the necessary work and charge the City the actual cost of the work. 6. FEES Any fees levied for use of the facilities in the area shall be nominal and no more than are sufficient to defray the cost of construction, maintenance and operations thereof, and shall be subject to State approval. A. Retention Period. The the City shall maintain all books, documents, papers, accounting records and other evidence pertaining to fees collected and costs (hereinafter called the Records). The the City shall make the records available during the term of the Agreement and for four years from the date the Agreement is terminated, until completion of all audits, or until pending litigation has been completely and fully resolved, whichever occurs last. B. Audit Report. If fees are collected by the the City for the use of the facility under this agreement, the the City will provide the State an annual audit report detailing the fees collected for the use of the facility and the costs associated with constructing, maintaining, and operating the facility within the same period. If the report shows more fees collected than expenses for the construction, operation, or maintenance of the facility the the City must provide a multiple year plan detailing how the additional revenue will be used for construction, operation, or maintenance of the facility. Form 2044 (Rev.10/18) Page 4 of 10 C. Availability. The State or any of its duly authorized representatives, the Federal Highway Administration, the United States Department of Transportation, Office of Inspector General, and the Comptroller General shall have access to the the City 's records that are directly pertinent to this Agreement for the purpose of making audits and examinations. 7. TERMINATION UPON NOTICE This provision is expressly made subject to the rights herein granted to both parties to terminate this agreement upon notice, and upon the exercise of any such right by either party, all obligations herein to make improvements to said facility shall immediately cease and terminate and the City shall be responsible for the facility's timely removal at no cost to the State. If the State determines that the City has failed to timely remove the facility, it will perform the necessary work and charge the City the actual cost of the work. 8. MODIFICATION/TERMINATION OF AGREEMENT If in the sole judgment of the State it is found at any future time that traffic conditions have so changed that the existence or use of the facility is impeding maintenance, damaging the highway facility, impairing safety or that the facility is not being properly operated, that it constitutes a nuisance, is abandoned, or if for any other reason it is the State's judgment that such facility is not in the public interest, this agreement under which the facility was constructed may be: (1) modified if corrective measures acceptable to both parties can be applied to eliminate the objectionable features of the facility; or(2)terminated and the use of the area as proposed herein discontinued. 9. PROHIBITION OF STORAGE OF FLAMMABLE MATERIALS All structures located or constructed within the area covered by the agreement shall be fire resistant. The storage of flammable, explosive or hazardous materials is prohibited. Operations deemed to be a potential fire hazard shall be subject to regulation by the State. 10. RESTORATION OF AREA The the City shall provide written notification to the State that such facility will be discontinued for the purpose defined herein. The the City shall, within thirty (30) days from the date of said notification, clear the area of all facilities that were its construction responsibility under this agreement and restore the area to a condition satisfactory to the State. 11. PREVIOUS AGREEMENTS It is understood that this agreement in no way modifies or supersedes the terms and provisions of any existing agreements between the parties hereto. Form 2044 (Rev.10/18) Page 5 of 10 12. INDEMNIFICATION the City AGREES TO HOLD AND SAVE THE STATE OF TEXAS FREE FROM DAMAGES THAT MAY RESULT FROM CONSTRUCTION OF THE PROJECT DESCRIBED HEREIN. THE INDEMNIFICATION OF THE STATE SHALL EXTEND FOR A PERIOD OF TWO (2) YEARS BEYOND THE DATE OF TERMINATION OF THIS AGREEMENT. DURING EACH YEAR WHILE THERE 1S ANY LIABILITY BY REASON OF THE AGREEMENT CONTAINED IN THIS SUBSECTION OF THIS RESOLUTION, INCLUDING THE CALENDAR YEAR 2020 THE Round Rock (CITY) SHALL COMPUTE AND ASCERTAIN THE RATE AND AMOUNT OF AD VALOREM TAX, BASED ON THE LATEST APPROVED TAX ROLLS OF SAID ENTITY, WITH FULL ALLOWANCES BEING MADE FOR TAX DELINQUENCIES AND COSTS OF TAX COLLECTION, WHICH WILL BE SUFFICIENT TO RAISE AND PRODUCE THE MONEY REQUIRED TO PAY ANY SUMS WHICH MAY BE OR BECOME DUE DURING ANY SUCH YEAR, IN NO INSTANCE TO BE LESS THAN TWO (2%) PER CENT OF SUCH OBLIGATION, TOGETHER WITH INTEREST THEREON,BECAUSE OF THE OBLIGATION HEREIN ASSUMED. SAID RATE AND AMOUNT OF AD VALOREM TAX IS HEREBY ORDERED TO BE LEVIED AND IS HEREBY LEVIED AGAINST ALL TAXABLE PROPERTY IN SAID ENTITY FOR EACH YEAR WHILE ANY LIABILITY EXISTS BY REASON OF THE OBLIGATION UNDERTAKEN BY THIS SUBSECTION OF THIS RESOLUTION, AND SAID AD VALOREM TAX SHALL BE ASSESSED AND COLLECTED EACH SUCH YEAR UNTIL ALL OF THE OBLIGATIONS HEREIN INCURRED SHALL HAVE BEEN DISCHARGED AND ALL LIABILITY HEREUNDER DISCHARGED. No party to this agreement intends to waive, relinquish, limit or condition its general governmental immunity from liability in any way. Each party agrees and acknowledges that it is not an agent, servant, or employee of the other party and that under this provision each party is responsible only for its own acts and for those of its agents. servants. independent contractors or employees. Such responsibility includes, but is not limited to any claims or amounts arising or recovered under the "Workers Compensation Law," the Texas Tort Claims Act. Chapter 101, Texas Civil Practice and Remedies Code; or any other applicable laws or regulations, all as time to time may be amended. Form 2044 (Rev.10/18) Page 6 of 10 Nothing in this agreement shall be construed as creating any liability in favor of any third party against the State and the the City . Additionally, this agreement shall not ever be construed as relieving any third party from any liability against the State. Furthermore, the the City shall become fully subrogated to the State's rights of recovery and shall be entitled to maintain any action over and against any third party who may be liable for damages. The State agrees to execute and deliver instruments and papers and to otherwise do that which is necessary to secure such rights. 13. INSURANCE The the City shall provide necessary safeguards to protect the public on State maintained highways including adequate insurance for payment of any damages which might result during the construction, maintenance, repair and operation of the facility. the City shall include TxDOT as an additional insured by endorsement in the City ,s commercial general liability insurance policy. Prior to beginning work on the State's right of way, the the City 's construction contractor shall submit to the State a completed insurance form (TxDOT Form No. 1560) or appropriate certificate of self-insurance and shall maintain the required coverage during the construction of the facility. 14. USE OF RIGHT OF WAY It is understood that the State by execution of this agreement does not impair or relinquish the State's right to use such land for highway purposes when it is required for the construction or re-construction of the traffic facility for which it was acquired, nor shall use of the land under such agreement ever be construed as abandonment by the State of such land acquired for highway purposes, and the State does not purport to grant any interest in the land described herein but merely consents to such use to the extent its authority and title permits. 15. ADDITIONAL CONSENT REQUIRED The State asserts only that it has sufficient title for highway purposes. The the City shall be responsible for obtaining such additional consent, permits or agreement as may be necessary due to this agreement. This includes, but is not limited to, appropriate permits and clearances for environmental. ADA and public utilities. 16. FHWA ADDITIONAL REQUIREMENTS If the Facility is located on the Federal-Aid Highway System, "ATTACHMENT A", which states additional requirements as set forth in the Federal Highway Administration's Title 23, Code of Federal Regulations, § 710, shall be attached to and become a part of this agreement. 17. CIVIL RIGHTS ASSURANCES The the City for itself, its personal representatives, successors and interests and Form 2044 (Rev.10/18) Page 7 of 10 assigns, as part of the consideration hereof, does hereby covenant and agree as a covenant running with the land that: (1) no persons, on the grounds of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination in the use of said facility; (2) that in the construction of any improvements on, over or under such land and the furnishing of services thereon, no person on the ground of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination; (3) that the the City shall use the premises in compliance with all other requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-Assisted programs of the Department of Transportation - Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations may be amended. That if in the event of any breach of the above non-discrimination covenants, the State shall have the right to terminate the agreement and reenter and repossess said land and the facilities thereon, and hold the same as if said agreement had never been made or issued. 18. AMENDMENTS Any changes in the time frame, character or responsibilities of the parties hereto shall be enacted by a written amendment executed by both parties hereto. 19. LEGAL CONSTRUCTION In case one or more of the provisions contained in this agreement shall for any reason be held invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any provision hereof and this agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this agreement. 20. AUDIT The State may conduct an audit or investigation of any aspect of this agreement. The the City must provide the State with access to any information the State considers relevant to the investigation or audit. The audit can include, but is not limited to, any contract for construction or maintenance of any facility or structure authorized by this agreement or any contract to provide a service to the the City if that service is authorized by this agreement. Form 2044 (Rev.10/18) Page 8 of 10 21. AUTHORITY OF STATE AUDITOR The state auditor may conduct an audit or investigation of any entity receiving funds from the state directly under the contract or indirectly through a subcontract under the contract. Acceptance of funds directly under the contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the state 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 state auditor with access to any information the state auditor considers relevant to the investigation or audit. 22. NOTICES All notices required under this agreement shall be mailed or hand delivered to the following respective addresses: STATE (Name of other party) (Mailing Address) (Mailing Address) Texas Department of Transportation The City of Round Rock Maintenance Division Transportation Office 125 East 11th Street 3400 Sunrise Road Austin, Texas 78701-2483 Round Rock, Texas 78665 23. TIMELY PAYMENT When required by any provision of this agreement requires a payment to be made to the State, the other party hereto shall within thirty (30) days from receipt of the State's written notification pay the State for the full cost of repairing any damages to the highway facility which may result from the other party's construction, maintenance, repair or operation of the facility. 24. WARRANTS The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. List of Attached Exhibits: Exhibit A-General Layout Exhibit B-Metes and Bounds Description Exhibit C-Approved Construction Plans Exhibit D-Certificate of Insurance (TxDOT Form 1560) Exhibit E-Attachment A(FHWA Additional Requirements) Form 2044 (Rev.10/18) Page 9 of 10 IN WITNESS WHEREOF, the parties have hereunto affixed their signature, the on the day of 2020 and the State on the day of , 2020 STATE OF TEXAS Executed and approved for the Texas (Name of other party) Transportation Commission for the purpose and effect of activating and/or carrying out the orders, and established policies or work programs By. Signature heretofore approved and authorized by the Texas Transportation Commission, By: Printed Name Director, Maintenance Division Title Printed Name Agency Date APPROVAL RECOMMENDED: Contact Office and Telephone No. District Engineer Tucker Ferguson, P.E. Printed Name Date Form 2044 (Rev.10118) Page 10 of 10 ATTACHMENT A Inasmuch as this project is on the Federal-Aid highway system, the following additional requirements as applicable with the Federal Highway Administration's Title 23, Code of Federal Regulations, § 710.105. 1. Any significant revision in the design or construction of the facility shall receive prior approval by the Texas Department of Transportation subject to concurrency by the FHWA. 2. Any change in the authorized use of real property interest shall receive prior approval by the Texas Department of Transportation subject to concurrence by the FHWA. 3. Real property interest shall not be transferred, assigned or conveyed to another party without prior Texas Department of Transportation approval subject to concurrence by the FHWA. 4. This agreement will be revocable in the event that the real property interest facility ceases to be used or is abandoned. EXHIBIT E SUPPORTING RESOLUTION or ORDINANCE RESOLUTION NO.R-2019-0160 WHEREAS,the City of Round Rock("City")is in the process of designing the extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard to SH 45; and WHEREAS,approximately 1.55 acres ofthe Extension will encroach within state property commonly known as the MKT Right-of-Way; and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville, Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the MoKan Transportation Corridor; and WHEREAS,on or around May 22, 1989,Austin, Georgetown,Round Rock,Pflugerville, Travis County, Williamson County and Capitol Metro entered into an Interlocal Agreement(the "May 22, 1989 ILA")with the Texas Department of Transportation(`TxDOT")wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS, the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way; and WHEREAS, on April 25, 2002, TxDOT passed Minute Order 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies, would henceforth be called SH 130; and WHEREAS, SH 130 was designated as a tolled, controlled access facility, with a project scope and alignment changed significantly from that described in Minute Order 83157; and WHEREAS,due to these significant changes, it was deemed necessary to revise right-of- way acquisition and utility adjustment participation requirements as stated in Minute Order 83157 and the May 22, 1989 ILA; and 0112.1902;00422094 WHEREAS, TxDOT, in Minute Order 108874, ordered that the right-of-way acquisition and utility adjustment participation requirements in Minute Order 83157 be rescinded; and WHEREAS,all other provisions in Minute Order 83157 remain in effect,Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,THAT: 1. The facts and recitations in the preamble of this Resolution are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The City finds that it is in the best interest of the citizens of Round Rock to request TxDOT to allow the City to utilize those sections of the MKT right-of-way as shown on Exhibit"A",attached hereto,to facilitate the extension of Arterial A from its current terminus to SH 45. 3. The terms and conditions of the above-described utilization of certain sections of the MKT right-of-way shall be as stated in a Memorandum of Understanding ("MOU") between the city and TxDOT. The MOU will contain provisions stating that the MKT right-of-way is subject to future modification and that the City shall be solely responsible for removing or re-aligning any City-installed improvements within the encroachments allowed by this Agreement to accommodate the future MoKan transportation corridor facility. The City Council hereby finds and declares that written notice of the date,hour,place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject 2. matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code, as amended. RESOLVED this the 25th day of April,2019. 4 ,o CRAIG M RGANayor City of Round Roc ,Texas ATTEST: SARA L. WHITE,City Clerk 3. O r L irk v" ; gLivt „s. r XBlvd Kenney Fort tension �' L war.r,if rf+"tom L n ,.e ,• u i� �y: f3 rt Mrjt"i 1e Ln P ''. t�T" ri'y .,'^� ('oft, (Or _ State of Texas(Mo Kan) ' 0.132 Acres 44 e X .Ti 4^k 1i.�i.t} tt Q. ♦s' School.. �y5,.f_l. r, -ri�r1 -1 _ b2�11J� � ��Y. .3 • L.0"£ilk 3 _ Laa�s� Ft r�a�t State of Texas{MoKan) :. � �=tti; FirI4:i 0.14 Acres irkk ,� f State of Texas(MoKan) 1.283 Acres End-Kenney Fort - Blvd Extension rt, Utiie, tfCnfl a7jVd • N< R � 1 O 1 Proposed ROW MoKan MoKan Corddor-. . Texas { County MANOR RAM CN School Fund .vnrox ive;ar rw�riun Existing ROW L RESOLUTION NO. 1643-18-08-28-0537 RESOLUTION OF THE CITY OF PFLUGERVILLE CONSENTING TO THE CITY OF ROUND ROCK USE OF A PORTION OF THE MOKAN TRANSPORTATION CORRIDOR RIGHT OF WAY FOR THOROUGHFARE EXTENSION PURPOSES WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard to SH 45; and WHEREAS, approximately 1.55 acres of the Extension will encroach within the MKT Right-of-Way (the "MKT Encroachment"); and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville, Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the Mokan Transportation Corridor;and WHEREAS, on or around May 22, 1989,Austin, Georgetown, Round Rock, Pflugerville, Travis County, Williamson County and Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the Texas Department of Transportation (`TxDOT") wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS, the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way and conveying said right-of-way to TxDOT; and F ( WHEREAS, on April 25, 2002, TxDOT passed Minute Number 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies, was moved eastward and would henceforth be called SH 130; and r Resolution(extension ofART.A to US 45)pFLUGERVILLE(00405340008F8)DNRBZ20180816 clean i WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County and CapMetro. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PFLUGERVILLE, TEXAS, THAT: 1. The facts and recitations in the preamble of this Resolution are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The City hereby gives its consent to TxDOT to allow Round Rock to utilize those sections of the MKT right-of-way as shown on Exhibit "A", attached hereto, to facilitate the extension of Arterial A from its current terminus to SH 45. The City Council hereby finds and declares that written notice of the date,hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject i matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code, as amended. i RESOLVED this the 28th day of August,2018. Victor Gonzales, Mayor City of Pflugerville,Texas ATTEST: Kareh Thompson, City Secretary i 2. 8 f Y APPROVED AS TO FORM: rles Zec City Attorney Denton Na arro Rocha Bernal &Zech, PC is 3. �e l- f� rl UN - Begin-KennFort Blvd Extension bw 40 I ti State of Texas(MoKan) 0.132 Acres c: cltt)ol RI.i V . k 3, t�Jtf1S 1 `• State of Texas(MoKan) 0.14Acres int. x State of Texas(MoKan) 1.283 Acres End -Kenney Fort Blvd Extension t�ua menti a !� - C', fx.4S W rot e Proposed'Exhibit A Right-of-Way Proposed ROW ROW Texas Permanent oxmity SchoolFund VV iaavu sw ravm:rc NORTHExislina ROW Parcels Goo MR VVIxDQT i f ORDER REGARDING EXTENSION OF ARTERIAL A f WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard E t to SH 45; and WHEREAS,approximately 1.55 acres of the Extension will encroach within state property commonly known as the MKT Right-of-Way(the "MKT Encroachment"); and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville, Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the Mokan Transportation Corridor; and WHEREAS, on or around May 22, 1989, Austin, Georgetown, Round Rock, Pflugerville, Travis County, Williamson County and the Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the Texas Department of Transportation (`TxDOT") wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS,the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way and conveying said right-of-way to TxDOT; and WHEREAS, on April 25, 2002, TxDOT passed Minute Number 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies, was moved eastward and would henceforth be called SH 130; and WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County, and CapMetro; ooaosszs.00cx Now Therefore, BE IT ORDERED BY THE COMMISSIONERS COURT OF WILLIAMSON COUNTY, TEXAS,THAT: 1. The facts and recitations in the preamble of this Order are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The County hereby gives its consent to TxDOT to allow Round Rock to utilize those sections of the MKT right-of-way as shown on Exhibit"A", attached hereto, to facilitate the extension of Arterial A from its current terminus to SH 45. f The Commissioners Court hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Order was adopted was posted and that such meeting was open to the public as required by law at all times during which this Order and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code, as amended. RESOLVED this the day of -t/^P 'r--, 2018. P Williamson County, Texas ATTEST: 'r ,� ~ Nancy Ri to , County Clerk 2. Exhibit"A" Encroachment Areas kA fi L 1 I 3. R' t1_ Ca rl� Y i i{S ice] •�J a5 r • [i_ XBlvd enney Fort rt.,, }. nsion j fit.{rte b i ri C" T State of Texas(MoKan) 0.132 Acres gait '-sx f. y a C .i�ti's chc>ni Eget �' r Farr gay C� _ _� —i `,rte:+oi FN(i State of Texas(MoKan) 0.14 Acres Z State of Texas(MoKan) 1.283 Acres 4 End - Kenney Fort Blvd Extension MINI��■ ,c EXHIBIT JF f,I tNOa r 1Y ;Exhibit A Proposed Kenney Fort Blvd Extension Easement ROW MoKan MoKan Cortidor ROW MoKan `"_ �&� Existing ROW molzi�� SchoolFund Parcels C County NOUNAROCK f N 7.6.a METRO RESOLUTION OF THE o f° CAPITAL METROPOLITAN TRANSPORTATION AUTHORITY 0 BOARD OF DIRECTORS STATE OF TEXAS COUNTY OF TRAVIS RESOLUTION (ID # AI-2018-837) a I City of Round Rock Mokan Corridor Agreement 0 W 4- WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the ° extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard to SH 45; and WHEREAS, approximately 1.55 acres of the Extension will encroach within state property commonly known as the MKT Right-of-Way (the "MKT Encroachment"); and E a, g WHEREAS, on or around May 22, 1989, Austin, Georgetown, Round Rock, Pflugerville, a Travis County, Williamson County and the Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the N Texas Department of Transportation ('TxDOT") wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and N a WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County, and Capital Metro; and o co WHEREAS, the use of the right-of-way shall be as stated in a Multiple Use Agreement N ( MUA ) between the city and TxDOT, including provisions stating that the right-of-way a is subject to future modification and that the City shall be solely responsible for o removing or re-aligning any City-installed improvements within the encroachments allowed by this Agreement to accommodate the future Mokan transportation corridor facility. NOW, THEREFORE, BE IT RESOLVED The Capital Metropolitan Transportation s Authority Board of Directors hereby gives its consent to TxDOT to allow Round Rock to CU utilize those sections of the MKT right-of-way as shown on Exhibit "A", attached hereto, a j to facilitate the extension of Arterial A from its current terminus to SH 45. h Page 3 i! Packet Pg.46 c cD h . cD O O lD O Q- v rl a DG M low. o w r N Attachment: Resolution-AI-2018-837 (CMTA-2018-68:Agreement for the City of Round Rock Mokan corridor) i a 7.6.a Capital Metropolitan Transportation Authority MEETING DATE: 9/28/2018 Board of Directors (ID #Al-2018-837) City of Round Rock Mokan Corridor Agreement 9 i SUBJECT: Approval of a resolution giving consent to TxDOT to allow Round Rock to utilize those sections of the MKT right-of-way as shown on Exhibit "A", attached hereto, to facilitate o the extension of Arterial A (Kenney Fort Boulevard) from its current terminus to SH 45. `o U FISCAL IMPACT: ca Y This action has no fiscal impact. 0 Y U STRATEGIC PLAN: � I Strategic Goal Alignment: 3. Community W 1' 4- 0 Strategic Objectives: � k 3.2 Build Strong Community Partnerships that further Capital Metro's mission and vision. w EXPLANATION OF STRATEGIC ALIGNMENT: Capital Metro has an interest in assisting our community partners in furthering projects E that support their communities while preserving future transit options. a BUSINESS CASE: 00 Capital Metro has, along with other transportation agencies in the region, identified o MOKAN as a potential future transportation corridor. While the corridor was not N prioritized within the Project Connect development process, it remains a potential corridor for the future and for this reason, Capital Metro has an interest in seeing it 2 preserved to the maximum extent possible. Because the current project under -- i development by the City of Round Rock poses a potential conflict with future development of MOKAN, Capital Metro desires to ensure that the risks are minimized. co The stipulation in the agreement that the City of Round Rock must sign with TxDOT to N implement its project and to encroach upon the MOKAN right-of-way provides that a assurance with the requirement that the city be solely responsible for removing or re- .2 aligning its roadway to accommodate the development of the MOKAN corridor, p I N COMMITTEE RECOMMENDATION: This agenda item was presented and is recommended for approval by the Operations, Planning and Safety Committee on September 17, 2018. s v EXECUTIVE SUMMARY: Capital Metro is one of several local governments that participated in the acquisition of a the MOKAN right of way in 1990. MOKAN is an unused rail right of way that extends for 28 miles between Austin and Georgetown, east of, and roughly paralleling IH-35. As a part of the agreement that was developed to complete the acquisition, fifty feet of the Page 1 Packet Pg.44 7.6.a am E. METRO right of way "shall be dedicated and used for mass transit purposes." The City of Round Rock is seeking approval to encroach on the right-of-way for their Kenney Fort Boulevard project immediately north of the intersection with SH-45. The incursion into z the MKT Right-of-Way is approximately 1.55 acres. While this encroachment could o affect the future viability of the MOKAN corridor's use for high-capacity transit purposes, a clause in the agreement that the City of Round Rock must sign with the Texas 0 Department of Transportation (TxDOT) mitigates that concern. Specifically, the C agreement states that"the right-of-way is subject to future modification and that the City 0 shall be solely responsible for removing or re-aligning any City-installed improvements Y within the encroachments allowed by this Agreement to accommodate the future Mokan o transportation corridor facility." This statement includes language that, in the event the MOKAN corridor is developed for high-capacity transit service, the encroachment will ; not be a detriment to that effort. X w As a financial contributor to the acquisition of the corridor, TxDOT has requested consent from Capital Metro and the other financial contributors for Round Rock to move forward with the extension of the Arterial A. L .p c DBE/SBE PARTICIPATION: Does not apply. d d PROCUREMENT: Does not apply. a RESPONSIBLE DEPARTMENT: Planning and Development 000 N Q N U ti M 00 O n O N O O Q' C d E t V r+ Q fi ii k Page 2 Packet Pg.45 EXHIBIT A General Layout and Location r 1" rWOOD 111. _ Y 0.132 n 7 IL r—r 4 �t r1�IT(F1,1 i1 GATTIS SCHOOL RD • • __ 0.14 Acres Ed V 1.283 Acres { Ja LOUIS HENNA B'LV3D - _ � Proposed Kenney Fort Blvd Extension _ State of Texas Right-of-Way Exhibit Easement Existing ROW W c °""`y +r A. Proposed ROW NORTH D T5D 500 1,000 ROWin U Parcels MoKan EXHIBIT B Proposed Construction Plans (Metes and Bounds Description) 60% PLANS BID DATE: GTE CONTRACTOR BEGAN WORK: __.. ROUND ROCK TEXAS GTE WORK WAS COMPLETED Q ACCEPTED: FINAL CONTRACT COST:S INDEX OF SHEETS CONTRACTOR: SHEET N0. DESCRIPTION CITY OF ROUND ROCK DESIGN SPEED: 45 MPH 1 TITLE SHEET ADT(2016)- 5,779 VPD TRANSPORTATION DEPARTMENT ADT(2038) .6,'24 NPD 2 INDEX OF SHEETS FUNC110kN1 CLASSIFICATION:URBAN 4AJOR ARTERIA. KENNEY FORT BLVD - SEGMENTS 2 & 3 KENNEY FORT BLVD — SEGMENTS 2 & 3 ROADWAY LENGTH 8113.94 FT-1.537 MI BRIDGE LENGTH 591.34 FT-0.112 MI NET LENGTH OF PROJECT- 8705.28 FT- 1.649 MI UMITS: FROM FOREST CREEK DR.TO SH 45 _ FOR THE CONS7RUCTK)N OF ROADWAY EXPANSION OF KENNEY FORT BLVD FROM FOREST CREEK DR.TO KENNEY FORT BLVD. p SOUTH OF SH 45,CONSISTING OF GRADING,BRISE, e STRUCTURES.ASPHALT CONCRETE PAVEMENT,ILLUMINATION, TA + SIGNING,PAVEMENT MARKINGS. BEGIN PROJECT 0 0 COLIN 79 I HEREBY CERTIFY THAT THIS PROJECT WAS CONSTRUCTED IN SUBSTANTIAL COMP CE WITH THE FINAL AS-BUILT PLANS AND SPECIFICATIONS. 2 GTE KENNEY FORT BLVD. STA 152+0 . END PROJECT — 122 NOTES 60% SUBMITTAL m ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 35 FOR INTERIM REVIEW ONLY LATEST CITY OF ROUND ROCK,OR TXDOT STANDARD SPELIFIGnONS,AS INDICATED IN THE PLANS. TXDOi NOT FOR CONSf6l1CIKJN,BEIWRO, STANDARDS SHALL BE USED UNLESS OTHERWISE NOTED. OR PERMIT PURPOSES' REQUIRED SIGNS SHALL BE PLACED IN ACCORDANCE 45 CPo��l WITH T%DOT STANDARD DETAILS AND THE'TEXAS MANUAL Cott ON UNIFORM TRAFFIC CONTROL DEVICES.' PRE ENCJNEER ANTHONY J.SERA P.E.No. UMXX) GTE lOD'M9 weumED 9Y: Y VI DUN ENG NEER GTE TDLR INSPECTION REQUIRED NOT TO SCALE BEARING BASED ON THE 1E%AS STATE PLANE RENEWED BY: EXCEPTIONS. NONE COORDINATE SYSTEM.W83(H 93), CITY OF ROUND ROCK GTE EQUATIONS: NONE CENTRAL ZONE AND ADJUSTED. F.E.;TRANSPORTATION ENGINEER R.R. CROSS INGS� NONE SURFACE USING PROJECTED SURFACE AMUSTMENT FACTOR OF 1.000064953. REVIEWED BY. Cm CIF ppCK GEIW.D PoFILNMEYER,PROJECT MANAGER GTE OWNER: ALL RESPONSIBIUTY FOR THE ADEOUACY OF REVISIONS THESE PUNS REMAINS WITH THE ENGINEER City W Round Rock (♦ p CPkY,INC NO DOC. GTE APPROVAL TE 2100 PLAN S.RTHEECCITY OFMROUND�ROCK REVIEWING Round Rock THESE 22 Eo.t 17%578664 �R�pL� AUS71 Y 7875 TRATNIN N0RES CH �F511]41 MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 0 GENERAL DRAINAGE TRAFFIC & ILLUMINATION STANDARDS_ _ 1 TITLE SHEET 54 OVERALL DRAINAGE AREA TSR(1)-13 THRU TSR(5)-13 2 SUPPLEMENTAL INDEX 55 — 56 OFFSITE DRAINAGE AREA D&OM(l)-10,D&OM(5)-04,D&OM(VVA)-04 GENERAL NOTES(NOT INCLUDED) 57 OFFSITE HYDRAULIC DATA SHEET PM(1)-12 THRU PM(4)-12 ESTIMATED QUANTITIES SUMMARY(NOT INCLUDED) 30 — 73 ONSITE DRAINAGE AREA MAP FPM(1)-12 THRU FPM(3)-12 3 — 5 PROJECT LAYOUT 74 — 79 ONSITE DRAINAGE CALCULATIONS SMD(GEN)-08.SMD(SUP-1)-08 THRU SMD(SUP-3)-08,SMD(TWT)—O8,SMD(FRP)—OB 6 — 8 TYPICAL SECTIONS 80 — 95 DRAINAGE PLAN&PROFILE SMD(2-1)-08,SMD(2-2)-08,SMD(2-3)-08,SMD(2-4)-08,SMD(TY G)-08 96 — 99 STORM DRAIN LATERAL PROFILES SAID(&W1)-08,SMO(8W2)-08 TRAFFIC CONTROL 100 — 114 CULVERT PLAN&PROFILES AND HYDRAULIC DATA SHEETS WV&IZ-96 9 TRAFFIC CONTROL PLAN NARRATIVE 115 STONE RIPRAP DETAILS FD(1)-03 THRU ED(6)-03.ED(10)-03&ED(13)-03 10 ADVANCE WARNING SIGNS 116 BOX CULVERT SUPPLEMENT RID(WMI)-07,RID(LUM2)-07,RID(FND)-11 11 TYPICAL SECTIONS—PHASE 1 1—11 THRU RIP 4—11 12 — 15 TRAFFIC CONTROL PLAN—PHASE I DRAINAGE STANDARDS RS(t)-13 16 TYPICAL SECTIONS—PHASE 2 SETP—PD 17 — 19 TRAFFIC CONTROL PLAN—PHASE 2 PSET—SP EROSION CONTROL 20 TYPICAL SECTIONS—PHASE 3 PEST—RP S10RM WATER POLLUTION PREVENTION(SW3P) 21 — 23 TRAFFIC CONTROL PLAN—WASE 3 PSET—RR EROSION CONTROL PIAN CH—PW—O ENVIRONMENTAL PERMITS,ISSUES AND COMMITMENTS(EPIC) TRAFFIC CONTROL STANDARDS Bc5 BC(1)-13 THRU BC(12)-13 SCP-5 EROSION CONTROL STANDARDS TCP(1-1)-12&TCP(1-5)-12 SCC—MD 7CEQ REQUIREMENTS FOR RECHARGE ZONE(AUS DISTRICT) TCP(2-1)-12&TCP(2-6)-12 SCP—MD EC(1)-09,EC(2)-93 THRU EC(3)-93 TCP(3-2)-12&TCP(3-3)-13 MC—MD CONCRETE RIPRAP FOR VEGETATION CONTROL(AUS DISTRICT) TCP(5-1)-12 MC-5-23 TCP(7-1)-13 SETS—PD WZ(UL)-13,WZ(BRK)-13.WZ(RCD)-13,WZ(TD)-13,WZ(STPM)-13 ABSORB-13 RETAINING WALLS ACZ(350)-13 117 — 120 RETAINING WALL NO. 1 PLAN&PROFILE CSB(1)-10 121 RETAINING WALL N0. 2 PLAN&PROFILE LPCB-13 RETAINING WALL BORING LOGS CCSS RETAINING WALL STANDARDS ROADWAY RW(MSE)DD 24 — 26 HORIZONTAL ALIGNMENT DATA RW(MSE) 27 — 31 KENNET FORT BLVD REMOVAL PLAN RW(TRF) 32 — 34 GATRS RD.REMOVAL PLAN RW(EM) 35 SH45 WBFR REMOVAL PLAN RW 1(H)8 36 SH45 EGFR REMOVAL PLAN RW 2 37 — 45 KENNET FORT BLVD ROADWAY PIAN&PROFILE 46 — 50 GATTIS RD.PINI&PROFILE TRAFFIC 51 — 52 SH45 WBFR PLAN&PROFILE 122 — 130 KENNEY FORT BLVD SIGNING&STRIPING 50% SUBMITTAL DRIVEWAY DETAILS 131 — 135 GATTIS RD.SIGNING&STRIPING FOR INTERIM REVIEW ONLY INTERSECTION LAYOUT— 136 — 137 SH45 W8FR SIGNING&STRIPING NOT FOR CONSTRUCTION BIDDING. INTERSECTION LAYOUT— 136 — 140 SH45 EBFR SIGNING&STRIPING OR PERMIT NRPDSES. 53 CURB WALL DETAILS 141 LARGE GUIDE SIGN LAYOUT ROADWAY STANDARDS 142 — 144 OVERHEAD SCAN ELEVATION ( P&�_ 145 LARGE GUIDE SIGN DETAILS �w Pc SC TABLE FOREST CREEL DR ENGINEER —C.'J.SERIN 5._ TE(HMAC)-11 146 EXISTING SIGNAL LAYOUT P.E.Na 10e300 DATE 4302019 SGT(8).31-14,SGT(BS)31-14 147 PROPOSED SIGNAL MODIFICATION GF(31)-14 148 SCHEDULES,SIGNING&PHASING GF(31)DAT-14 GATTIS SCHOOL RD GF(31)TR-14 149 PROPOSED SIGNAL LAYOUT GF(31)MS-11 150 SCHEDULES,SIGNING&PHASINGTEXAS REGISTERED % CONCRETE DRIVEWAYS,SIDEWALKS AND RIPRAP MEDIANS(AUS DISTRICT) SH45 WBFR AND EBFR C F&T. ENGINEERING FlRN'1741 CCCG-12 151 WBFR—EXISTING INTERSECTION LAYOUT BED-14 152 E8FR—EXISTING INTERSECTION LAYOUT ROUND ROCK TEXAS PED-12A 153 WBFR—PROPOSED SIGNAL LAYOUT 154 EGFR—PROPOSED SIGNAL LAYOUT KENNET FORT BLVD—SEGMENTS 2&3 155 SCHEDULES,SIGHING&PHASING SUPPLEMENTAL INDEX ILLUMINATION 158 — 160 KENNEY FORT BLVD ILLUMINATION LAYOUT -1 X ITEX 5 IUB AUS WILLMMSON 0914 05 195 1 2 pw:Aclive Projects RNDR15603.00 .00 Plons and rowings .0 Cut Sheets/8.3.01 neral 15603. Ngi t.dgn / i r Lo t FOREST CREEK DR. BEGIN PROJECT ly. I g 1� KENNET FORE BLVD. STA 65+00.00 w 0 100 50 0 100 100 CSJ: 0914-05-194 + o MATCH EXISTING I 9+ sciLE RORIZ. FEET _&x.ISL R01i' .. r I PROP POW W --' EXIST ROW O 00 —.9 "\l_—._ 0 _ + 75+00'—KENNET FORT BLVD N8 i----V +00 f_ Z 3 J KENNET FORTOO D KENNET FORT BLVD. SB rV- —��— —�----_----- •'1 � 4 P ROW•—•-- -- P PPROPOSED CULVERT NO.i PROPOSED CULVERT NO.2 LEGEND PROPOSED-WAY MILL/SEAL/OVERLAY aPROPOSED DR—Y —IIH—CONTROL OF ACCESS NUMBER OF LANES PRELIMINARY / 0 60% SUBMITTAL / m n o FOR INTERIM REVIEW ONLY / �9P -0`N—..--.---.—..---. o NOT OR PE�RwT SOwNG KENNEY FORT BLVD. + — 2 R PROW.- 11 o W as � PROP RO._.._.--___ y, --05.00 CP&Y.: mm N . V 90+00F 95+00— KENNEY FORT BLVD. NB 100+00 _ ENGINEER WAN 1e N D P.E.IIa nm9 0YNi9 m KENNET FORT BLVD. SB DATE l 2 a n + ROROW / —..—..— W 110NA1I U g _ PRAR R� PROPOSED RETNNING WALL N0. 1 PROPOSED CULVERT NO.5 nwsa+ Na r D&U) TEXAS REGISTERED ��..—. -\..—__— �_____ /YDKA1.�M `r Tll EN TEXASINGFlRN 1-17a1 �--- _-� �_-•� �. ROUND ROCK TEY;::> AER N \'� ~1• KENNET FORT BLVD-SEGMENTS 2 h 3 DT'ER BRANCN \ PROJECT LAYOUT BEGIN PROJECT TO STA 110+00 as Ars z TEXAS aw aw AVS N1Ll1AA190N 091 OS 195 PW:lftlne roleata N 1 6 lana ad m,iagaCut Sheets/8.3.01 eral 1 Ngl I,dga BEGIN CONSTRUCTION A 129 MATCH EXISTING GE roo >G a loo zuo SCALE h'OR,Z. FEET o _ fL GATTIS SCHOOL RD / /al h PROP R R• / c _ PRO_P_ROW_ B 115+00 KENNEY FORT BLVD./ o (� ; PROP ROW - C) Z KENNE FORT BLVD N3J ly _ -` LEGEND a •E� �_a(�Y� /// � t25+oo 3 KENNEY FOR BLVD. NB t3o+o0 n '4 KENNEY FORT BLVD. $B W o /( "<V a t2�+00— _ _ ❑ PROPOSED ROADWAY 3 KENNEY FORT BLVD. SB 8 Y •/(/ 3 / k W ® MILL/SEAL/OVERLAY TwoPosm cuLv>_Rr No.11 / = i PROPOSED DRMEWAY _..—..—PROP ROW/MOKAN ROW _.. -_—_ �.L. --�.-_..�..�.. -.�--�.�... Q PROP ROW/MOKAN ROW 7 ' CONTROL OF ACCESS h W NUMBER OF LANES NOKAN ROW_..__ __ ___.___..T / —�--------- ———___. VER ._.—_.�..__—.�.�.. RANCH /o/ 0 o°° OYfR pR,yyC A , H % fo 60% SUBMITTAL / 4ww4••���� , a --- --- _ /' � FOR INTERIM REVIEW ONLY NOT PROPOSED GATTIS SCHOOL RD CULVERT \r _ 0 / FOORR CONSTRUCTION, / .7 `PROPERTY LIN \, PROPOSED CULVERT NO. IS \ % cp&y) V ENGINEER RYAN J.BWR < /• /-NU / PE No. nn93 DATE X✓J2019 \ h / Msios TEXAS REGISTERED / CR&y ENGINEERING'UR F-1)91 / 4� ROUND ROCK TEXAS W/o/ KENNEY FORT BLVD-SEGMENTS 2 k 3 GIN CONSTRUCTION L' PROJECT LAYOUT STA 110+52.15 GSR MATCH EXISTING STA 110+00 TO STM 131+00 AJ9 % TEXAS TPq ar, awn a —. B R AUS I WILLIAMSON I 0914f 05 1 19511 4 p,:/Active rojects N 1 603.00 8.00 lane and Drawings 8.0 ut heats neral 15 0.GOGNgl02.dgn 100 50 0 100 200 SCALE MOM, FEET1 4 / J ?/ p .PROP ROW -q KENNEY FOR,.1. KENNEY FORT BLVD. NB - _ 1 / :g ' - - 135+00 -- PROPOSED CULVERT NO. 14\ A In KENNEY FORT BLVD. SB �. / y +/..�. 3 � 140 150+00 ROP OW MOKAN Pow - 8/ LEGM PROPOSED ROADWAY PROPoSED RETAINING / LJ ❑ YOKAN ROW o _ WALL NO,2 STA 152+05.28 PROPOSED SH45 CULVERT CSJ: 0914-05-194 ® MILL/SEAL/OVERLAY PROPOSED DTtIYEWM CONTROL OF ACCESS NUMBER OF LANES / A,544 \ /// /• // 60% SUBMITTAL \ / / FOR INTERIM REVIEW ONLY NOT FOR CONsmucnoN NDDIND. OR PERMR PUFIPOSES. cRy ENONEER RYAN J.SWR P.E.Nu 1I1I9 MTE 1094p9 R[MSxw F ��_\"" / `\\..� /'/r /'�• // CRY) ENGIENEERING FIRM F-1741 ♦ q Y ROUND ROCK TEXAS \\ KENNEY FORT BLVD—sECAEMS 2 n 3 PROJECT LAYOUT STA 131+00 TO STA END PROJECT Aa x RiBI AUS IWILLIAMSON 91! 05 195 pw:Active rgecla I .00 8. lana oW ro,iNs/&30 Cut Sheets/8.3.01neral 1 Ng101dga CURVE MTA_. I I I KFB_CL-2. w ' PC _PT_- I I P.I.STATION 72+04.50 CVRVE_NO RADIUS STA OFFSET STA OEi.SET I NORTHING 3146,691.7639 CURV-IA 300' 65+0.500 10.00'Rf 65+46.81 7.07 RT I DELTA w 3 1461065.4481 l DELTA w 1t 33 40.}7 (RT) CUM-18 300 65166.92 1.43 RT 66+28.73 1.50 LT o RADIUS OOOD / CURV-1C ♦ 89+22.62 9.50 Li 69+22.82 1.50'LT I D 1'25'58.62' CUM-1D 4' 70+/0.83 2.03 RT 70+40.63 10.00'RT i I TANGENT 54.5000 / CUM-IE 300' 65+0.500 46.00'Ri 55+50.83 49.52'Rf LENGTH 108.9933 CUM-1F 300' 65+82.90 54.48'RT 66+28.73 58.00'RT U WI SU 70+60.00-__ 50 25 0 50 100 BEGIN SUPERLT ELEVATICII SCALE FEET / EXIFOR b 1RASHARE,USE PATH HORIZ. -.._. _.._ .._. .. ST Ra k GUTTER W .5. 4 �• • � C Tom) O 5 G VERT. 5 1G - KFB STA 69+89.85 _ KFB CL-2 + SCALE FEET ....... .... -..�,.r.r....,.....�:..:-...............r..��FOREST STIR 38+}5.04 .... .. .I RE'L ..__.._..1� .1^_...- CUM-18 PROPOSED EOP -1J-. �M-1C ��+5I1. -{-,- FQ- NOTES CU 19_ I KENNEY FORT BLVD NB EXISTING EDP 6KFB a +OD Il W 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE :. -� n ----- J 2. ALL STATIONING GROU BASED ON IS KFB UNLESS n1 KENNEY FORT BLVD SB 'n „ r,l CI1RV-1O �► n� = OTHERWISE NOTED. O '� b e �► � � J. EXISTING GROUND PROFILE 5 AT�KFB. r - r . . A N 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE -- - CUM-lE CUM-1F $HARED USE PATH $ ANDCONS HALL B SEE IEDDRIIN T EDEIELD PRIOR TO FOR I FURTHER INFORMATION R b b Y[�f} PROP ROW 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS BEGIN PROJECT CURB GI1ffER(m') FL CURB t GRTER(TYIQ OF SIDEWNX. STA. 65+00.00 I It FOREST MATCH EXISTING I ^•/ I LEGEND Y "III PROPOSED PAVEMENT MILL/SEAL/GVERLAY CONCRETE ®PAVERS 60% SUBMITTAL BEGIN PROFI J FOR INTERIM REVIEW ONLY NOT FOR CONSTRUCTION BIDDING, ' OR PERMIT PURPOSES. ; I PTCN EXISTING 720 ,m D c Y) 5 i ; ; ; OUSTING WOUND ; ENGINEER M J.BWN - - - f PGL} -- --- --- P.E.Na. 117733 TE 1032019 1- « : _»Q__•_______.,�-r.-_^_______•______ ------------__ _ ______ _ _ ____ ____ ______ ____ _ ___-------------- __ _ _____ _ ____ _ __-_ _ ____ ___-_ _710 _ _ _{ 'OIfB•�• T��� _E{IG__. � ees�oa w _1 WA : EUG +; PERTH TEXAS Il.iI ERE. • : • ; ENGINEERING FIRM F1741 ________________ ------------____-_-J-_ ____�____ 8 ____. __-__ ____ ____-__ -------- ----------------________ _______ _______ _ __.___ _______ _ ____ ______ _ ______ , 18� � j GE I{DX 4• ::J7} 4.5' , OFP7H ' �APPrioXROUND ROCK TEXAS ; ; • ..�H 4APPRF DXX_10'; 700 r,. : I 'V , KENNEY FORT BLVD-SEGMENTS 2 G 3 ' KENNEY -------•-------•--------'--- _.._ --•-- -I-- --^- --I-- -I-- --I- ROADWAY PLAN k PROFILE d;J '1 G PROJECT ti I ECT TO STA 72+00 - ;� ;� 'o 'n 'i n'cmi "1'n �;cl BEGIN , 890 " ,- ,- - ,- ,n { ____I---------------------- __�__690 wre X rE%AS _ n n - n .n r .n •n .n ;n aJ0I AUS I WILUAMSON 0914 OS 195 37 pw:Active rojects N R7 603.00 8.00 Plans an ravings Cut Sheets ..4 oadway pp l.dgn C.RMF MY. F T S�aDan `-- z-� NORTH9JC 10,158,382. FASTING },118.109.{ CURV-1A 300 73+83.48 2.00 NT 73+32.29 2.00 LT DELTA 21'51'05.1 (LT) 73.60.00 1 COIN-2B 800 73+32.29 2.00 LT 75+29.94 10.00 L7 RAD R15 2,750.0000 END SUPER AT KN1 TRANS N LT CLIRV-2C 300 75+30.48 58.00 LT 74+99.31 54.00 LT TANGENT 2.05 130 54 CURV 800 74+99.31 54.00 LT 75+%.% 48.00 LT LENGTN 1,051.1930 D AY 1 STA4+08.78.58.00 LT 50 25 O 50 100 .L. __-..-_.--- EXIST ROW O V - CURV-2C _SHARED USE PATH Y " -.--- SCALE HORIZ. FEET p CURB!CURER(7711) -- + CURV-2D C KFB CL-3 -D 5 2.5 0 5 10 PROPOSED EOP SCALE VERT. FEET CURD-2A "..D tine KENNEY FORT BLVD NB n eo+oo •,- z L.J _ - - 53;r4A it�E •- 1- N NOTES: Z wl ita �-PROPOSED EOP KENNEY FORT BLVD 58 0 D 1. ALL P D� ONS ARE TO UP OF CUTTER WHERE U �► OD Q N 2. ALL STATIONING BASED ON(i KFB UNLESS OOTHERWISE NOTED. SIDEWALK - 7 O J. EXISTING GROUND PROFILE tS AT Q KFB. PROP ROW /{/ PROP ROW 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE / CURB R OU". Cr-") AND SHALL BE VERIFIED IN THE FIELD PRIOR TO PROP CULVERT NO.-2-J7/ J CONSTRUCTION.SEE DRIVEWAY DEfNL SHEETS FOR FURTHER INFORMATION. KEB CL-2 STATIO /',50 OF SIDEWALK.SEE SIDEWALK LAYOUT SHEETS FOR LIMITS P.I. N -72+04. ' NORTHING - 10.159.891.7839 t EASTINC 3,1{8 O6S.4441 DELTA 1.331 40.37 A. -n---------- RADIUS {,000.0000 (� 1 M LEGEND D -1'25'58.82' TANGENT 54 .5000 ' 0 PROPOSED PAVEMENT LENGTH 108.9933 / ...� .. ��� MILL/SEAL/OVERLAY CONCRETE ®PAVERS g K 90.25 8 720 __ _____ _._1 ___ ______ _______ _______ _ --------------- 60% TSUBRMITTAL K K ,218 ' L 40ffi . .$ �n _ _ ____ _ _____ _______ _ ____ F INTERIM REVIEW ONLY -� L-130.00' 7 OR I , • OR PURPOSES --------------- _ _ ____- NO G i Q G i GL i wPCL . _ i_ ____ _______ _ ______ _______ ______ ---------------� _____ ______ ________ ._____ ______ _______ ____ _ 2i a -- -- SN �(+ 0.843k� -------- 2.t50X mm - yti 710 i may__ - 0. 1011 4)0. -- --- ENGINEER R�J.BWR _______�_______�_____-.�F-- R PE ii� i , r i 81}7 :a a aE I- cuL No Qv. PrjOP vElir �u 2 , ; 8 , , 700 , , s JJ _ __A_______,_ TC W__ ENG N 1 --- ` ---------k -Q �w1U 700 crpT E EGISTE ED 'K � •j ■QL ::J 1 EERING FIRM F-174 0-2/0.00' ROUND ROCK TEXAS 9'W�lSLE jwLTFR�C j - • KEN 3 • , • APPRDXno , • , • • • • , • p II KENNEY FORT BLVD WAY PLAN QE PROFILE STA 72+00 TO STA 82+00 quo 3m '�i,:n a:n gi^ q:n aP a _•_ _, $ _s _ _. --__-_r�_-__-nen._-_nin'_____E•,c___-_Lvn--__fain_____e;c___n•n-___nir-____ ,c____-Lvn_.__faun_____e';cc_____n:$_-_n$ :$-----g'n___Rg__--�,c-____�.,c____r�a�__---�,-------'----_---`_--- ae x�TFxAs .o .o 75+00 80+00 -- a s'•EO1 S , R,B 1 AUS WILLIAMSON 109141 05 1 195 1 38 pW:Ac i e rotxta N 1Pians and r-ingsCut Sheets/8.3.04 oadray 1 pp .dqn 15T Station +34.18 ' I NORTHING 10,158,382.8485 EASTINCELTA },1{8,109.{]0 RADIUS 2,750.000013 (LT) / TANGENT 532.0913 ' I LENGTH 1,051.1930 I � SO 25 0 50 Ioo n O ROW I ' I CURB h GUTTER(IYIQ SCALE NOW. ILET + PROP RW / 00 - PROP ROW + m S 2.3 0 5 10 SCALE FEET VERT. PROPOSED EOP LU �l�^' -----PROP CULVERT NO.4 r,KFS KENNEY FORT BLVD I `D N1 r z H5+00 ` N NOTES: T ti n 0 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE U —1 - - APPLICABLE. nT PROPOSED OR - KF CL-� PROPOSED RETAINING ---�.-t� KENNEY FORT BLVD SB WALL 1 f 2. ALL STATIONING BASED ON(L KFB UNLESS ..� %— OTHERWISE NOTED. CURB @ GUTTER(MI) 3. EXISTING GROUND PROFILE IS AT q KFB. L-SKARED USE PATH {. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE PROP ROW 1 �/ AND SHALL BE VERIFIED IN THE FIELD PRIOR TO ! CONSTRUCTION SEE DRIVEWAY DETAIL SHEETS FOR PROP ROW �,,..� MOKAN ROW FURTHER INFORMATION. /♦ a , S. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OF SIDEWALK. • / ' / LEGEND PROPOSED PAVEMENT /• / / -----// ♦� WLL/SEAL/OVERIAY \'�' /` i,.' / /�/ �/ �• CONCRETE PAVERS K.Ili g 720 ;L-4300b' + 720 60% SUBMITTAL _______ ______ _ _______ ______ ____ _ _____ ____ _ _____ ______ _______ __._ .--_ _______--------- _-_ ----------------- _____ ONLY 1FOR INTERIM REVIEW ON VTI STA. +80.00 NOT FOR CONSTRUCTION BIDDING. 7149Q OR PERMIT PURPOSES. , , , , a zo,i , _ AB ;________ ________�_.__._. ______ ____________ _ ____ ________ _._.___ (+ My—) �i 710 ' BOOSTING dROU _ 710 ENGINEER RYAN J.BINR 1 , — m� R P..Nn I1T7.%f TE 4' t9 - ------------- --------------- -------- --------------- ------- - --------------------------------------- ------ ---------------------------- ----------- --------------- N• 03./x' S , —_L , , — __� , , —— i TE%AS REGISTERED / E GINEERING FIRM F1741 n+ PROP VERT 4 , ROUND ROCK TEXiS E KENNEYFORT BLVD—SEGMENTS 2 R 3 $ KENNEY FORT BLVD , ._4?4------------------ ------ ---- ---- ---- ---- ---- ---- ---- -- - ---- •--- ---- ---- ---- ---- ---- ---- ---- ---- -gpo- ROADWAY PLAN dE PROFILE , n''m, v',i, vZ'm "�'n �, w'� P;� 'm Y;o H•o°i. ^'" -p',-- - - 10,,E 11,,, -yjo - - - - STA 82+00 TO STA 92+00 X. X x y�.n ,— •, , C^ Sir Orb ryO ef�H O�m_ rr-�I .n n P V�a � 'W to .6 .8 18 '°' ,^---- n R$------ -C"n----n'n-----"$-----n'$----i"n-----'^' _ �,_ ��_ ��_ �,� 1� I __—_- K�r.__..S.c_-__-ti,n_-._K e_____ _ ___- _ __._ ^____-n:n....».r_.____e,c_____Lvn____aa=_-__.n,a_______________L------- ;J AJ9 x TEAS n 85+00 90+00 PJB I AUS I WILLIAMSON 10914 OS 1 195 1 39 p,:/Active wiects RNDR15603.00 Tans and raringe 8.0 Cut Sheets/8.3.04 Roodroy 1 3.00RDppO3.dgn / KFB CL-4 P.I.STATION -103+07.0 NORTHING 10,156,728.0291 FASTING 3.1481830.3703 DELTA B 12 45.52'(L1) / RADIUS 3,000.0000 D - V54'35.49' / TANGENT 162.8062 50 25 0 50 100 LENGTH -J23:2933 CURB 6:GUTTER(MI) SHARED USE PATH KFB CL-4 SCALE FEET O PROP ROW / % R EXIST ROW $ p NORI2. N + N 01 ~ N� o' ~ O SCALE VERT. FEET KENNNEY FORT BLVD NB 6 f KFB PROPOSED EOP .95+00 .. 100+00 F Q fn 5-23'-4-J�49>24�E N NOTES: W ytilKENNNEY FORT BLVD SB PROPOSED LOP w 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE y 1 + Z APPLICABLE. J U S 2. ALL STATIONING BASED ON Q KFB UNLESS Q 1 CURB h GUIIER(TYII) -SHARED Usf�_PATIY---�...`'---'�-PRBPOS6�RELS�n ..f..�-'-• F OTHERWISE NOTED. - WALL NO. 1 .wi•,.' --. J. EXISTING GROUND PROFILE IS AT 4i KFB. .w�DOST ROW-.•.-- •w--- .ww.--.w .w-EXIST ROW 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE .w AND SHALL BE VERIFIED IN THE FIELD PRIOR TO PROP CULVERT N0.S CONSTRUCTION.SEE DRMEWAY DETAIL SHEETS FOR 40KAN ROM .. FURTHER INFORMATION. - S. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OF SIDEWALK. LEGEND --------- ------=_--- PROPOSED PAVEMENT L6u/SEAL/ovERLAY \\\11yOVER BRANCHI ®CONCRETE \ ... PAVERS a 0,10' al 7J0 Ai-x'0.20 _ 10 _ _ ____ ____ ____ _ __ ______ --------- ____ ____ _____ _____ ____ _7J0 ___ F LY a�G07' L'14000' 60% SUBMITTAL _K_�je3._ ' ; 1.1 OR INTERIM REVIEW ON K-136 .00 L. 160.0D' ' ' ' ' : : ' ; ; NOT FOR CONSTRUCTION.BODING. � ; � . . OR PERMIT PURPOSES. ------- ________ _______t_________ ______�_______l._.____l________i_______i_ _ __ ---___ _____ __ _ � 1p Ne -- CMY 720 ' , u•i _____________ ; ; ; ETA'.WMFR MAH J __ __._____�_______•_______ ______r______.•.___.__�________r_______•_ ��. 1 1 , ' ____ _ ______ _____ _____ __.__.__ _______ _ -----------__ _._.._ _._ ___- ___ __-- ____._ _.____ ------- r PE.Nn 11TT39 047E &�YJ02c19 S> PDL EwsTrM:tprolMa - no --•------- ---------------- ----- ---- ------ -- - .- ---- --- 9. (. 0.415s, cmi , ---- -- --- sxg i -710--'--------k-------`--g -- -- /=--------`-------------------------------- - ----- - - -•-• - ----- ------ - - ------- & _ 7�o ENGIENff ItlG P. ./ i _ _ FlRN F 1 y \ v / .._ _ ____ ____ ____ _ ______ _____ ____ M) ; 1 ' n PROP CULVERT IK1.S ` ROUND ROCK TEXAS - , -- --- --'-- ---- ----- ----- - ------ - - -------------•---------------------------------- ------- - ---- - ------ ---- ------- ----- ------ s s 1 KENNEY FORT BLVD-SEGMENTS 2 h 3 700 ......___________________________________ ____ _____ ______ ______ ____ ______ ____ ____ _____ _____ _____ ____ _ ____ ____ ____ _ _ ° ; KENNEY FORT BLVD djW � -----------------�- - -- -�- -'-- -- - - -�-- --�- -;- -,- -F- •� -1-- -- - -; ---- ---. 70 ROADWAY PLAN do PROFILE A^o +R Rn Ra 8n r' STA 92+00 TO STA 102+00 �^oc_�,a_ a-,'c`^•; "a18 ar- nL d R•t � . cc _ _ _ _ $ � nx TEXAS _---_. � ec_ _u'n � c ----- 95+00 100400 sP d Na AUS WILLMMSON 0914 OS 195 1 40 *:/Active rolecta ons ono m,i,g9 .,t Sheets/81M poorpy pp04.cIgn NFB CL-4 P?CL-5 . 1 + P.I. A 113+n.4-f-- NORTHING 10.156.728.0291 NORTHING 10.155,843.1747 EASING 3.146r830.370J EASrING 3/47 341 4400 DELTA 6' _12'_45152 (LT) DELTA 1�'48'45.29 (Ro RADIUS 1,0000000 RADIUS 2,438.0000 D 1 54 35.49' D 7 21'00.41' TANGENT 162.8082 TANGENT .294.5824 LENCTH -325.2933 LENGTH -588.3225 50 25 0 50 100 O —— ._ _ SCALE FEET N t+ _..._.. _...—..QLIST ROW HOW. O ,5( -SHARED USE PATH -CURB&GUTTER(TYII) _ - - O 5 2.5 0 5 1� + SCP1= VEHI 'FHT N ri).. KFB CL-! PROPOSED EOP - - KFB CL-5 KFB KENNEY FORT BLVD NB wI I 1 112+00 Z — _ _ NOTES: !.-PROPOSED EOP 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE J h 5_30'OO�j4 75� _ KENNET FORT BLVD SB R n K Z APPLICABLE. It l 2, ALL STATIONING BASED ON J.KFB UNLESS = OTHERWISE NOTED. ED RETAININGU 3. EXISTING GROUND PROFILE IS AT(i KFB. WALL NO. 1 SHARED USE PATH CURB h GUTTER(TYII) �„ ~ ]i 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE IN ^--- CONSTRUCTION,EE DRNEWAY DETAFIED IN THE IL PRIOR SHEETS TO FOR FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMBS .. �.,., - ... Of SIDEWALK. MOKAN ROW .a. •w��'a'�,a._ LEGEND JPROPOSED PAVEMENT MU-/SEAL/OVERLAY cowitEm / —_-`--- ®PAVERS LD/ER BRANCH — 8 740740 60% SUBMITTAL ----------------- -------- --- ---- --- --- ----- ----- ----- - - --- ------------------ --- $ FOR INTERIM REVIEW ONLY 1 NOT FOR CONSTRUCTION.BIDDING, rl1 OR PERMIT PURPOSES. ,.363 d------------------------------------- fCP& + N 730 730 EN IINIMR RrAN V.BIAN ; , , uu ; , p(�-• _E0511NC CROl1ND _ , _-- -0.IY �REREGISTERED 720 , •'-i _ __,___ ____ _ FlRN Fl]A1 , r eIl• _ _______________ ________________________�________�_______ _______k x.1A_.___ 140.00' 720 & E E S R TEXAS � AA BUND ROCK T J 0 -RCp KENNET FORT BLVD-SEGMENTS 2 t 3 KENNEY FORT BLVD, 5. 710 ___------------_--------________________ ______ _____ ----._ __-__ _-__ _____ ___-__ --__ .___ ___-__ _.__ _ ______ ____ -__- ____ _ __-_ _ ______ -__. _ ___- , i ._- ._.__ _ __ ��,- -_.__ :_ 710 d; ROADWAY PLAN do PROFlLE r1 A 10 +00 TO STA 112+00 v' ST 2 �;m N'n MI'N O'm V'•p 'wl V'.'1 :ia ai: <i. ;rginie 8.$ aim �8 'a S.= g;r. ..n -----[i-n---- .r _ ____- ;r-___ .r___._ ,c.__-_Lvr____�i'�r__-___�,c_.___. ------------ 105+00 -------`- o.... we x rExAs 105+00 110+00 • - AIB AUS I wILLAM50N 109141 05 195 41 pr Aclive rgecle N 1 60 one and Droringe . ut eels -de y i .00RDppO.dgn DATA CURVE ND PC PY 160 STA -1) u- 3m CURV-BA 280 112+35.17 4.51 RT 113+00 2.DO LT �T CURV-68 260 112+59.99 68.98 RT 113+00 70.00 RT DURV-BC 4 118+23.99 10.00 LT 116+23.99 2.00 LT GDRV-6D 4 117+77.35 22.00 RT 117+77.]5 14.00 RT CURD-6E 110 121+33.02 56.00 LT I 121+66.30 ]4.00 LT CURV-6F 280 121+86.30 54.00 LT 1 122+32.75 46.00 LT /•r CURV-60 280 121+00 14.00 RT 121+63.11 6.80 RT . S K& N U A TION 113+80.00 /? / rn/ PROP ROW TRANSITION.LT SNA 113190.00 A RT /� ��. STA 118+10.00 TRANSff10N ✓ I. EGIN SUP A ON END SUPER EIEVAigN / 1 I/ TRANSITION,LT TRANSTION,LT 50 2S 0 SO 100 omw CURB R GUTTER(MQ SCALE FEET SNARED USE PATH.. ..- _ _.._E%�T _ CURV-6F g -..-. (CSR / / ;r>t CURB•GUTTER(TTI) IIOIBZ. SHARED CURV-6E51 + ))r n ] 2.5 0 S 10 KENNEY FORT BLVD NB r� PROPOSED ECP f KFB CL-5 11 ' ...- nI i ( n a NB r SONE VERT FEET i CURV-6C rv � f KENNEY FORT BLVD m 5+00 CURV-6A 1`-.E KFB 1 f/ (f KFB CL-6 N!120+00 a _ CURV-6G- NOTES: J+ /_ S IS IS-49. r _1� f 7 KENNEY FORT BLVD SB ry -� _ D 1. AL DIMENSIONS ARE TO UP OF GUTTER WHERE PROPOSED EDP / CURV-6D r APPLI(i1BLE. FORT BLVD SB + / KENNEY N 2. ALL STATIONING .SED ON FL KFB UNLESS • ' i ; /ti N e /' «�y � o � N OTHERWISE NOTED. J. EXISTING GROUND PROFILE IS AT Q KFB. / SHARED - CURD-68 u I CURB k GUTTER(M) USE PATH 4. DRNEWAY LOCATIONS SHOWN ARE APPROXIMATE l 1 117+ PROP CULVERT N0. 11 AND SHALL BE VERIFIED IN THE FIELD PRIOR TO SHARED USE PATH CURB•GUTTER(MQ } BEGIN SUPER ELEVATON CONSTRUCTKXN.SEE DRIVEWAY DETAIL SHEETS FOR /f STA 118+80.00 TRANSTION,RT FURTHER INFORMATION. END SUPER A BEGN TDUPER FLEVATKXN 3 �/ f�r A NNE.Y BLVD TRANSITION.RT 5. SEESSIDEWALK�� LAYOUT SHEETS FOR LIMITS TRANW < _ _2&TT15 RD. .w-.,... - o o ExST MOKAN ROW LEGEND a PROPOSED PAVEMENT KFB CL-S nI �. / KFB CL-8 _ ��Y P.I.STATION 113+29.4 KKKwww P.I.STATION - 11 + 1 EASTHNG 10,155,843.1717 DELTA 13.1 3.46' NORTHING 10,15],326.9271 comawm DELTA 2. N'W (RT) FASTING .J,1Q1191,1>07 PAVERS RADIUS 2,438.0000 DELTA 9'21 06.81 (Ln D 21'00.41' RADIUS 2 1.11].0000 TANGENT 294.5224 5'06'Smm'LENCTN 566.322] T TANGENT 91.323] LENGTH 162.6356 , , 'O•2w G11T115 �' 60% SUBMIIIAL te0.00' FOR INTERIM REVIEW ONLY NO BD ' OR PERMIT , , Y , 3 , CPL au n 1 �m Hi 740 , i ENGINEER ' 740 PE.Na nTT21 RYAN J , DATE &419 s , .CGL.... .FX1511NG JG90VHD._ -- - �91L , 1.1, , t 0.1031[ 7J0 , �� NGI 741 ____ y __ _____ _ _ ____ _ _ ___ _ __-_ _ _ _ ______ _______ , 7J0 CP&Y:� TE%AS REGISTERED _ 1 A �.-� j T E TEERING FIRM Fl J frOEM APRON 6'; ROUND ROCK TEXAS s d KENNEY FORT BLVD-SEGMENTS 2 k 3 KENNEY FORT BLVD 720 , d, _ 72o ROADWAY PLAN ac PROFILE W 2i". n;n o;o 0- 0- R;e ^'^ ��4,'$p $$ $,$ ';m q;- 2:4 'q;n air 'a'r �,� o'er STA 112+00 TO STA 122+00 v� a. aP EXA m. . .� 9::gR n �:n v„9 S% i n Z:n 3.. .......,w_.._.R•n..__ .n__. ,c__.__C:n._..7�iu_._.__ 1n----- '' ---- ',r_____ ,n-----Lvn_-__no•.__._I�',c.__'_Lvc_.'_n,c--_e.,a____.n,�___.nm_-._e.,c___._rvr-__-nue_____�,c______�................ -e z TExs 115+00 120+00 ad' 0.R I AUS IWILWAMSON109141 OS 1 195 / '_/Active rojecl9 N 1 Iona oWr mNs ul Sheets/8. o d cy DORDpp06.cIp 5C.Mn-TA P.1.STATION 133+2323CURVE NO RADIUST NORTHINGWRY-7A 280LT / EASTINGDELTA 1{'H'42.83(RhRADIUS 2,490.0000 D 2.PROP ROW1 TANGENT 22.862'73' LENGTH w 640.8061 50 25 0 50 100 CURB k CUfiER(lYll)SNARED USE PATH KFB CL-7 O SCALE HORIZ. FEET O 00 .. ..—..+ + 5 2.5 0 5 N N K� SCALE VERT. FEET n PROPOSED EDP rCL KFB KENNEY FORT BLVD NB m N n nl ~ d Q 'n i 125+00 130,00 ~_ CURV-]A 5 25'37'56.10-E __ NOTES' LJ - ,— Z 1. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE z y STA 127,01.}5 - KENNEY FORT BLVD SB i _ �- APPLICABLEJ y Y� 1 PROPOSED EDP / END TRANSITION 'D rvl �~ _ 2. ALL STATIONING BASED ON Q KFB UNLESS OTHERWISE NOTED. PROP CULVERT NO. 11 j CURB h CUTLER(TM) SIDEWALK 3, EXISTING GROUND PROFILE IS AT i.KFB. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR ,• FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS �• -- OF SIDEWALK. •'n LEGEND I IIOKAN ROIY PROPOSED PAVEIENf ���� YLL/SEi1L/OVERIAY OONCREM •—..-----____ ®PAVERS ! DYER BRANCH 780 60% SUBMITTAL OR INTERIM REVIEW ONLY i 8 NOT FOOR CONSTRUCTION,R DING. PERMIT SES , j PGL EXISTING GROUND T� _--- �B Y-) nu r� N= - RYAN 260_ GI n . 1 BLAH • • �`. -------- -------------'-- ---------------- _ i � _ ._____ _ _____ _______ _______ _______ _____ ______ E N]T.C1 OAIE 1p:f2Gw ssP. Nu __ _ _ _____ _____ __ _ _ ______ _--__ _ ____ _.__ _ __.____ ___._._ _..._ .... ..._ _ ._.___ ____ _ _ ____ _____ ....... Pv s In q. • e C T%A5 REGISTERED r __Za_.,__._ -----i --- ENGINEERING FlRH F-t]41 ' ROUND ROCK TEXn5 ; S S i 1 KENNEY FORE BLVD-SEGMENTS 2 h 3 L. 1• .00' WAST€WATER 'PROP cuLvERr N0.11 KENNEY FORT BLVD Z ------- ---_--------- --------------------------------------- -- FILE d ----- ---- ----- ---- --r -;- ROADWAY PIAN k PRO S•. �,a Rig 3i �;WSTA 122+00 TO STA 132+00 Q•. R;� s;. s:« a !� ;� _____ n.___ gia _.___-'_-------a % --.---- a.... RJB TEXAS _ '__'_- w_....n•n.__.nM>._._em._.__n�____n�r_____e,c____.n•n._._Ja ue__._.nac____n•n_.__ ,r—_.. .e.___`(ti';n____ . ill kitmr _,_ ��, 125+00 130+00 $° we AUS WILL—SON 0914 05 19 { p.: ti,e Projects/RN ons ono m,,ngs wl Sheets/8.304 wdwoy 3. R pp0.ogn KFB CL-8 P.A.STATION - 142+7 . _ NORTHING 10,153,133.7053 FASTING ].148.291.7490 K I. A 7 a 1 +23..l— DELTA I T 55'26.2".'(LT) NORTHING a 10,154.011.2788 EAST= .3.140•,23.3823 RADIUS -2,358.0000 DELTA a 1{•44'42.03'(RT) I TANGENT 66.84 9'87' RADIUS a 2.490.0000 LENGTH -531.4329 D a 7 18'03.73' TANGENT -322.1832 I CURB!GUTTER(TYO) — LENGTH 540•8061 SNARED U PATH — 50 25 0 50 100 PfJCP RO.WO _ SCALE HORIZ. FEET 3 r PROPRON —v y V a \ r m 5 10 y PROPOSED EDP _4 KFB KENNEY FORT BLVD NB $ KFB GL B_�-- 5E FEET Zr NI KFB CL-7 135+00 D SCALEYER<. r N N NOTES: I -PROPOSED EOP KENNEY FORT BLVD SBc �, '�-�• oL �. + 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE APPLM/�BLE. CURB h GUTTER SIDEWALK PROP CULVERT TUO. 14 PROP SH45 CULVERT G 2. ALL STATIONING BASED ON E KFB UNLESS (TYII) Ei _ ` OTHERWISE NOTED. N + �� PRpp" 1. IXISIING GROUND PROFILE 5 A7 E KfB. —• 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SWILL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR �'• / FURTHER INFORMATION. a MOKAN NOW ^ � 5. SEE SIDEWALK LAYOUT SHEETS FOR UNITS .m/.a•/'� _'J / OF SIDEWALK. LEGEND PROPOSED PAVEMENT /�• ���/ - �� MILL/SEAL/OVERLAY CONCRETE PAVERS 770 13260% SUBMITTAL .L�_�•�• 770 FOR INTERIM REVIEW ONLY NOT FOR CONSTRUCTK)N.BIDDING. OR PERMIT PUIPOSES ea CRY-) ' ' ' p r 780 MJ i g P. W GATE iY9 4SPNG GROUND PGLm -- _ _ ----- 7 S ----- -- ----- - .... .....................••- ---- - ---- ------------------------- - - - - ------------------------------ ------------ ------------------------- (+ --- --•-'• ---- ---- - - ------ --- ;_ -- --'----------------�------'-----'------- ---- ----' _-----�- -- ----- ----- ----- - ---- 8 ----- - - - ----- ---- - ----- - ----- 141 + ���U 10 TEXAS REGISTERED ______� rt PROF CIWBiP 44D;44 TLD ENWNEERING FlRMF7 a ROUND ROCK TEXAS LW s ?PROP SHIS CULVERT KENNET FORT BLVD-SEGMENTS 2 t 3 al S KENNEY FORT BLVD Z�--^------ ------^-------- ----- -••- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --Z44__ ROADWAY PLAN & PROFILE S',� 84 i1'ao ';•;N �;°�° I'f�v Z•a A;E X:P" 0: Si;$ $',= •n ;R --.�;{ STA 132+00 TO STA 142+00 m; K,;m ;q ;e x N n UK ;� F X ^n X x x T '� _ v 8 ---- _._.7iu`.__..C�ip._-_.[i.Lc..__ .r-----1�':c-----1�" ' '.---.-�i''n---. ' '.r_------�.c______-......__`_____ z TExAs 135+00 140+00 —I AUS IwILUAMSON 109141 05 1 195 1 44 pw:Active rgecla N 1 0. ana and TowiNsCut Sheets/8.3.04 Roa war pp .eqn 57 CL-B P.I.S.I.S A� l.+ 35 NORTHING 10,15},135.7953 EASIINO 314a 9''10 DELTA 17 55 28.26 (LT) RADIUS 2,358.0000 D 25'54.87' 2 �• i / / 'ti �� TANGENT 288 8489 J> LENGTH 531.4329 ENDSUPER TRANSTITION,LT STA 144+50.00 SVA • 1 3 /,'' a O PROPOSED EDP TRANSITION.LT .0J, SHARED USE PATH CURB 6:GUTTER(TYII) 50 25 0 50 100 �':�- J /./ ° / / Y PROP ROW N , FUTURE EXTENSION BY OTHERS O/ / vi ....... .• � � � -• f 9445 _ SCALE HORIZ. FEET / o .• PROP SH45 �+ j0!• •1 - / . + 5 2.5 0 5 10 'EVERT KENNEY FORT t s "s 13. E NFB t. t mill W�__- _ _ +.. _ @ WBFR a 150 00 _ POT151+52.36 SCALE FEET VERT. K N S 23.48'. - j S 39.75'E c U ry K p STA 14+40 00 �i ,t/ / �i / NOTES: PROPOSED EDP KFB -8 r n LEVATION TRNISITION,(7T o tP / 1. ALL DIMENSIONS OARE TO UP OF CUTTER WHERE ,,, - l •, �' 2. ALL STATIONING BASED ON(i NFB UNLESS PRS SIDEWALK CU B k CUM-9 " - •- - END PROJECT OTHERWISE NOTED. a PROPOSED RETAINING GUTTER(TTII) 1 /� ° ly + }. EXISTING GROUND PROFILE IS AT(I KFS. CUM-9c CSJ: 0914-05-194 WALL NO,2 STA 146+40.00 TAe :� 1. DRIVEWAY LOCATIONSVERT SHOWN ARE FIELD PRIOR T 0 /. //• MATCH EXISTING AND SHALL BE VERIFIED E THE TAIL PRIOR TO TRANSTKIN•RT • .'•---T / CURTHERCTKNI.SEE DRIVEWAY DETAIL SHEETS FOR -ph EXIST.8'a1'BOX CULVERT FURTHER INFORMATKIN. CUM- //e^-T-_--j,T--�--� yo- (FUNRE EXTENSK,N) h� e Ap�,• / ' S. SEF SIDEWALK LAYOUT SHEETS FOR UNITS 4WWT Of SIDEWALK. LEGEND /,�` /X' • ` do�/ / PROPOSED PAVEMENT �• M1 MILL/SEAL/OVERLAY / ,/ ./. CONCRETE CURVE NO SIA PAVERS GUM-9A14' 145+75 jil M. RrT 146.69.95 14.00 RT CURV-98CUM-9C .67106.16RfCUM-90 146+15.52 110.{2 Rf CUM-9E 148+43.22 85.52 RT ; 770 = 770 STA 146+90.70 s MITE L __________________________________________ _ ______ ______ ______ _MA EXISTING_ _ ___.__ ______ -------- __-_ 6TE UB A ELEV 766.61 MATCH STIN � --- --------'�_-_ -- -- �- FOR INTERIM REVIEW ONLY -'- --` NOT FON CONSTRUCTION.BIDDING, y.---- 1". OR PERMIT PURPOSES. ________________________l_______3______ _____. ____ _ _______ _ _ _ ( __ _ _ _ _____ __ ____ — BEGIN PR END PROJECT CPaAY Pp, _ 1 am-, 760 --- CH I TIN 1 780 ENGINEER J.IXAX, Euc ; ; STA �5. � �-------�---- ELEV �767.NG------- - MA EXISTING--- -- ELEV 766.69 Ektsnw GROUND ---- MATCH STIN P. Na „Ins TE D5m9 a a T FG Agf12WA T ER TEXASRE..-E.E. ENGI �I� RMF.1 711 - W 6 ROUND ROCK TEXiiS -------•----- ------ ---- ----- ------- -------- ------- ------- - ---- - ------ ------- ------- ---'--- ------- ------ -r-------- ------ ------ ---- -PRorsH{s-GuaroFr---------- -- t KENNEY FOFff BLVD-SEGMENTS 2 h 3 ; z� -------I--------I-------- I-------- = — zau__ ROADWAY PLANRdde PROFILE I"i'� I;',,'n `x',v P"I;o o o'n m I� !o - - - STA 142+00 TO END PROJECT + _ x g g 911n ¢ Fi'nim____$, ____ n,n____Pi ____-�°.in_____Nin___- ;n____w,c_____ �c______�r______,c______________i19__ n a______.r_-____an___-__m____Iiue______,___.___ ________ -------- ----- a,..• we x�rExAS •oma.. b' 145+00 150+00 SP m""• �: ° ` RJe I AUS I WILLIAMSON I Gs 141 OS 1 195 p,:/Active ,ojects RNOR15603.00 8.00 Plans and Drawings al heets 8.3.1 oadw0y 1560. pD 9.dgn U' KCm S.AIDS CL-1 O= P.I. A _ 1 +'r.4'-- Z NORTHING _ 10.155.430.5359 PROP ROW_ _ O=g a DELTEASnA _3.1 TSIN S.JJQ3 ..—00 TA—..50.00 ¢Rd5! _ I.10 51.12 (LT) Ir CURB k A 1 + T 1 a= RADIUS _8.00010000 I GUTTER(TYII IN UEND SUPER 0 _O S7 77.75' I'_ SIDEWALK bATION ELEVATION ZS 12.5 0 23 50 d b TANGENT _51.$322 U/E _ LENGTH _ 123.5600 S G —�- C G G m G C + SCALE HORIZ. FEET r g o / J SCALE FEET c c- V� CAT16 CL-1 SYVCUT '—-—_— `� B'- -— tlD+aD E1651nG EDP E ttl+o5 \�SCHOOL RD ETB7 �j GSR 11 d VERT. ' i %— /AS W NOTES: b T � � = 1 APPLICABLY 4> SIGNS ME TO LIP OF GUTTER WHERE GATTS SCHOOL RD W8 / / --► FO _..., __�—N �_ 2. OT�nONIIN BASED ON FL GSR UNLESS U�T i 0/T U ... .. g M TED. ....•. ..... ..—.�L/T _............. _.}(�7 _...-_. U/i sr kT 3. EXISTING GROUND PROFILE IS AT FL GSR. - 1 +. DRIVAND SMALL LOCATIONS,VERI SHOWN E FIEAPPLD PRIOR T p AND TRUCT BE VERIFIED E THE TAIL SHEET TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR G a C. . h ......s �i51-—.... , ..—. FURTHER INFORMATION. SIDEWALK CURB E II 5. SEE SIDEWALK LAYOUT SHEETS FOR LIAITS..: � .......... OF SIDEWALK. BEGIN CONSTRUCTIONLEGEND STA. 111+26.67 MATCH EXISTING PROPOSED PAVEMENT Q'/{ MILL/SEA/OVEREAT CONCRETE PAVERS 60% SUBMITTAL --------------------------.--------I--__-___.------- .____-_.-----------------------. _ .--. ---------- -------- ______ ______ __-_- _--------------__ FOR INTERIM REVIEW ONLY , NOT FOR CONSTRUCTION BID G. OR KRMIT CRY�B. 74Q--- -------;----------------i------- -------- ----- --- ,+0 --- ---- ---- ------- --- --- ------- --- --- BEGIN PR FlLE ' STA 111+26.6 t _s ELEV 735.71 1& mm. MATCH EXISTING ENGINEER MAN J.&M PJE a X11116 No. 117121 DATE VJO'M9 , u u 7 (- ; , VRI Farlou AA 111+70 ' T; EL-73%51 ..AS R 1 R ______1_____________ _ 2+'RCp__�________�_____ ______ ____ ____ _ ______ _____ _ _ ENGINEERING FIRM Fl]+1 , _:__ __�_ _ s_ �_ _ �_ .....a_______ ________ _______a______.._._..... .._____t_______ ________t____.._t.______�________t___.___ APPRO%DEPiH 7.5' ' ROUM1D ROCK TEXAS 770 , , , 714--- 1 KENNEY FORT BLVD-SEGMENTS 2 k 3 GATTIS SCHOOL RD.; , ; __ ROADWAY PLAN & PROFILE ,,OO , ♦♦ O oo Op BEGIN CONSTRUCTION TO STA 113+00 ;P ;,P ;H ;n im ;Q ;+ '$ f,n q^ 32 p'm pp ,np rmp J.i,1SK 1 -AhYq ,Y1 ih ,h ;h ;n ;� ,n „�i .p ,p ,Na ,n �x ;nl :N �i ;.1 ;^ a .� .YI ,,�,K{ W A.___..UN...___n ______ ____!n_______ _______ __an_ R_.____,1�_.---_1Q_____.�R..___.U--------A____ R____ ,1�_..__ _N ____JIJ�_____ i___ L�.__. J_.... ._ prt ,n n n 105+00 109+G0 110+00 111+00 112+00 113+00 !° RIB AUS N7lLUMSON 0910 05 1 5 Rte:AC Ire FOIeCI! Plans and ..inge/&3D C.t Shec,t,/8.3.04 -d..y PP .Ogn } N PROP ROW —"—' EXISTING GATTIS SHOOL RD CULVERT CURB&GUTTER(T I) sroEwALx TO BE EXTENDED CURB&GUTTER(TYII) 25 12.5 0 25 50 00 PROPOSED EDP O SCALE HORiT. FEET G n + n N� _G G GATTIS SCHOOL RD W _F. �_ _ H G s 25 0 a.a_ _ 7:— T{-- -- � � SCBE VERT. FEET Q `SAWCIR r!GSR _- - - K)TES: W y CUM-11A _CUM-118 n N BT O6'22 E 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE JI W APPLICABLE. Z SAWCUT t Q Z J 1 J 2. All STATIONING BASED ON TE GSR UNLESS --- __ OTHERWISE NOTED. C) _._--AT T AT&T GATTIS SCHOOL RD EB '4———--—rt U Q AT&T PROPOSED EOP �► Q 3. EXISTING GROUND PROFILE IS AT(j GSR A7 i A CU -11C 4. ANDDRIVEWAY LOCATIONS SHOWN ARE APD PRIOR T AND TRALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. SIDEWALK _ FO E F E ROW-" 5. SEESUDEWAL LAYOUT SHEETS FOR LIMITS _— T,E)-RA I OW CURB&GUTTER(T)II) ` IN U N •• •�QQQ\GGG TRANSITION RT LEGEND PROPOSED PAVEMENT ..—..—. _ .. .._.._.._.._.._.-_.. MILLJSlEAL/MSRLAY STA I CURVE NO!RADIUS PROP ROW . _._..— _ _ . CUM-11A 11.41 115+10.90 9.56 Rf 115+09.22 1323 LT CONCRETE CURV 1151 200 116+33.66 5.51 LT 1 116+56.03 7.00 LT CURV-IICI 150 117+31.90 46.00 Rf I 117+48.68 48.96 RT ®PAYERS WAIN DeliIIIIIIIIIIIIIIIII a x•0.16' K-:156 a 047' 7408 60% SUBMITTAL ; __._ _ ___--------------------- FOR INTERIM REVIEW ONLY L�140.00 740 Cl NOT FOR CONSTRUCTION,BIODYJG, OR PERMff PURPOSES. CP&T J. a , oT. Ni 7� ' PPL' ; ; 735 ENGINEER WAN J+I ; _ .E1057YMR ______ _ ____ ______ ______ ____ _ ______ ____ ______ .__. ____�________� _ _ _ _____ ______ _ ___ P.6,Na. 11773T DATE l!0'N19 a ; ___,_ _ _ _ 730 Fl RF�)Ot ' ENGU@RING ; ; E)PENCID ROUND R TE )VS Xl WATERDOOM + c RD ; ;SCHOOL RD 6. gd ;TDA , ' , KENNEY FORT BLVD-SEGMENTS 2&3 GATrIS SCHOOL. 7u -------•--- — ---'--- - --- ----------------------------------------------------------- ; d� 725 ROADWAY PLAN do PROFlLE A 13J+00 TO SfA 118+00 im g;8 o;X 8:: ;Y s:;; 8;n -• R;n 4;8 Ri= R,n X;X X•X X:X X;X X;X ;X ;X ;8 ;n n X,� X;" X;" ; X,X X X _ R• fi ,_ [v _ F' " iii^ ia' ;'=___... ----------------- u, .____ ______Lti E:__._ "�_-.._ 111+00 114+00 115+00 It6+00 117+00 118+110 RIB I AUS IWILIJAMSON 0911 OS 195 47 PW:Active rolecls N 1 B. Plans and DrawingsCut eela .. oodray 1 60. Dppll.dgn ' 1 tit �- } A 11 +50. �, .TRANS,RpN,LT �\ � � R + 12l ~ z N s E1[tT N $ ELEVATION �, TRANSITION.LT TRANSIION,LT ` „1 TRANSITION.LT '. SIDEWALK U k GUTTER(TYIQ_ SIDEWALK LON'b(ISi RdM_ CO _....-_ IXIST ROW tZ+9 V%G I1 KFB�G CURB k- -fi_S�- G G a N iCUR•.vj-7��2�B O �,/% � ±\9�~r N � � \ � • 25 12.5 o ss w o �RWE PROPOcut✓-120 o FEET SED COP U SCALE HORIZ. te + 5 2.5 0 S 10 � STA. 120.44.22 GATTIS SCHOOL RD. WBO MGATTIS SCHO L GSVERT,KllH SCAFEET WCUT20+00 1 121+00 12200 12 -ac NOTES: Li Z - -- Rn g ` N 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE J PROPOSED EDP m SA IIT �---r-- CURV-12C -.-<; W APPLICABLE. U -'�►--"$- �- FQ _ -- - J 2. ALL STATIONING BASED ON fL GSR UNLESS T- S FO 1 �'► OTHERWISE NOTED. �[K GATTI SC_AOOL RD. EB x GATTIS SCHOOL RD. EB ,ML ' �-F'-- y� Fpm --Q 3. EXISTING GROUND PROFILE IS AT Q CSR. AT&T 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE ST E1 -E ` AND SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR UNITS k PROPOSED E\ OF SIDEWALK. SgEWALK CURV-12A 7STryA�1119+60.00 p SIDEWALK CPRO ROW URB GUTTER \1gµSITION.Rf TION CURB k CUTTER I LEGEND `P '` BEGIN SUPER ELEVATN)N PROPOSED PAVEMENT ' TRANSITION.RT ppOP ROW R \ � \ + � �MILL/SEAL/OVERLAY CONCRETE PAVERS CURVE NO!RaDRO 1 STA cuav-1ZA 150 116+2e.so se.o4 Ri 116+45.46 5M. - 54.24 CURV-128 4.5 119+ . 16.00 LT 119150.54 CURV-/2C 4.5 121+31.56 15.00 RT 121+71.56 WAD LT 122176.61 56.51 LT w 0.7d'- -K 79 r L.220.00; r r r r , � r 60% SUBMITTAL 4a.0.07. ; ; ; - ---- - ---- - ----- ------ _----- _ ----- ----- _ ___- ------ ------- ---- FOR INTERIM REVIEW ONLY N 346 O NOT FOR CONs]RUC1gN.al00ING,N 8 N 740 s- 14oao" T PERMIT PURPosEs. = ' -- --- - ----- ----- ---- ----- '` 1,.__ 740 cNY: r r r r _ r r r r , r r r ENOIEER MAW J r 2 _____ _ r , r r _______r_______�_____.__�_______�____� _ � _ r r .BLS �________c_______r______ _ _ _ _______ __ ____ ___ __ e------------ _______ _______ ______ ________ _______ �o. ��� o v. Na. nn0a wTE uJ0za19 r r r + o 7}S r N ; _______ _ ____ _____ _____ _ � � 735 . r r r r r r r P P WAT- TEXASREGISTERED FIRNE Fl r r � i r n r r � � r - �'RCP r r r r , ----- ------'- -` -LI�oEm1 APPRo>E 3'-----'------'------- ----------- ---- - --- - -g d---' r r r r r r , r r , 1 & � ENGINEERING r r R r r 741 r 770 ROUND ROCK TEXAS -------r-------;49----%---------------T------------------------T-------�____I7_;_'_---�_'______:------------- -------- ------ ------- ------- ------ - ---- ---- - ------ ; 730 r r r r r , r r r r I r r _�_ r r ___ r F r r r r r r r ______ ;d� 1 KENNEY FORT BLVD-SEGMENTS 2 k} r r GATTIS r r r r r r r r r r r SCHOOL RD. I r r r r ; r _ _ _ ._ __. _.__ -_ ._ ----------------_____ _____ _____ ______ _______ _ ____ ____ _____ _____ _____ ____ dry ROADWAY PLAN & PROFILE STA 118+00TO STA 123+00 ggg sv n__-_�'m___-_e,�____tin-__-"'f=_—_-c,c_-__-nn.___nrn__-_n,c___--n'n-___j'"'=-_---e,c__---n'n__--»o'_--__c,c_----�'n-_--a'�---_R� Srn vrS •$ ----- ter.. we x TEXAS ----'ile+oo 119+00 120+00 121+00 122+00 123+00 wa AUS WILLIAMSON 0914 05 195 48 I .:Active rolec a N I 60. lana and ro.inga Mi eels .. ooa.oy Ppl .aqn DRIVEWAY 2 STA 126.28.05,44.201g'LT ry EXISTING_SIDEWALK, 10 REMAIN p SIDEWALK EXISTING SIDEWALK TO REMAI GUTTER CURB COM &G ER(TYI) G LOMM. EXIST ROW G --------- -------------------------- GATT CL-3 ------- RV-13A - - r. 25 12.5 0 25 5 1 0 _--mcfaLRB&GUTTER(rYI11 FEET 0 SCALE 0 ___ __ —__1 HOR,Z 0 — + + *. .,1 2 5 0 5 10 PROPOSED EDP SAWCUT q 6 z po 1 4@ GATTIS SCHOOL RD WB A+ F _FEET.. GATTIS CL-2 Cul 27 00 oo e 4 —-—- - v 12 00 C _138 L GSR 126+ CU .1 c. 25+00 N 57 E 25+00 7.5+00 NOTES: 1. ALL DIMENSIONS ARE TO LF OF GUTTER WHERE APP CABLE. M AT&T + 2. ALL STATIONING BASED ON 41 GSR UNLESS Z ---UNK----UNK-- m: AT&T AT&T A T U < ��W�CUT JNK 0 OTHERWISE NOTED. AT Ai&T AT&T C' FO GATTIS SCHOOL RD E PROPOSED EOE E E 1_ EXISTING GROUND PROFILE IS AT(j GSR. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR AND SHALL BE VERIFIED IN THE FIELD PRIOR TO FURTHER INFORMATION. 5. OF SEE SIDEWALK LAYOUT SHEETS FOR LIMITS SIDEWALK CURB&GUTTER(TY11) SOP kow SIDEWALK STA 127.20.00 LEGEND ULUIN bUFL" I" TRANsnON.LTAr PROPOSED PAVEMENT TRANSITION.Ri STA 127+20.00 END-SUPER-EaVATIONF MILL/SEAL/OVERLAY TRANSTION, LT/RT CONCRETE GA17I5 CL-2 CATTIS CL_ CURVF DATA P.I. P.I.STATION 125+24.84 STATION :128 65.57 N PAVERS NORTHING 10.155.507.1643 NORTHING 10,155.539.5376 :3,148,266.6409 EASTING �147,926.32 DELTA G Y oa 36.iie (RT) DELTA 3 32 24.96§3(LT) FASTING CUM-13A 200" 1123+43+921 5G.79'LT 1 12 RADIUS 1,000 0000 RADIUS 3'000;0000 CURV-UBj 2 - 1124+31.3 D 54 35.49' D 1*54 35.49' CUM-130 250- 1125+ T11 ;2 TANGENT 68. TANGENT 112.3142 .�l 1 1 121+11.131 1I.W_LT 51� LENGTH 164.5871 "5' LENGTH 133.00151 CUM-13D 13DI 9.41'1 125+76 90'LT 1 125+75.70 1 7.92'ITT A 60% SUBMITTAL 750 - - - ------ ---- -------I ----- ------ EX1mNG GROUN FOR INTERIM REVIEW ONLY NOT FOR TRUCTION,BIDDING OR KRAFT PURPOSES. -------- -------- ------- ------- -------- -------I--------- ------- nL.J COM N POINT 9 + ENGINEER WAN J.BLAIR -746------------- ------- ------- ---------------------I-------I------- ----------------- ------------------------------------------------- ----- -------- ------- -------- ------- PE Na. 11� DATI! VJ02019 ----------------- --------------- -------I--------I----------I------ *---------------------------- - I-------- --------I-------- �------------------ QLJ' TEXAS REGISTERED A J L A ENGINEEWNG FIRM F-1741 740- -------- ------- ------- -------- ------- ---------------- c F&T ROUNI) ROCK TEXAS _ ----- ----------------------------------------------------------------------------------------------------------------------------------------------------------- -------- ------- :1B�RC KENNEY FORT BLVD-SEGMENTS 2&3 OEPTH APPRDX 2.5•: GATrIS SCHOOL RD. 735--- ------- -------- ------- ----------------- --------I--------I---------I--------I-------- --- ROADWAY PLAN & PROFILE 23+00 TO STA 128+ vi�- Rin 8:.- rj: STA 1 00 Nil sliq vi., gi', j'*j ei�' q:q A:�* 3:�- P:�' "I 1TEXASI A:z --- R: R:,, ----- -- -------I. ----- ----- ------ J=____- - --------------- ------- 23+00 124+00 125+00 126+00 127+00 128+00 1 -brI -I AUS I WILL-SON 0914 05 I195 49 p,:/Active Projects/RNDR15603,00/8.00 Plans and Drawings/8.30 Cut Sheets/8.3.04 Rmdway/15603.00RDppl3.dgn P.I.SING 1 4 NORTHING t 1 SS,S3953]6 DELTA 3.146,266.6400 DELTA T 08 36.116-(RT) RADIUS 3.000.0000 } D 1'54'35.49- TANGENf� N CURB k U (lYll) LENGTHT 82.3142 164.5871 SIDEWALK SAWCUrI GTTIS L-3 _..� ....__. E .... `I ¢ N aEpppp - EgST ROW .. n K 11NK fan. UNK E —UNK— U —_U7T_---_�/T— V O V!K--� UNK — .. I 12 S 2S 0 2S 50 G UNK——— UNK—1 + .A:.S'' .... ....... .. ... —__ --_--L G ___ - -.-• w w SCALE HORIZ. FEET N oI './ N .(i CSR I ._ __. .:... �n 5 2.5 0 5 10 rvl E GATTIS SCHOOL RD WB a a II 129+00. 13p+Op EXISTING EOP 131+00 S SCALE FEET 11_i 132+00 --�. 133. N- VERT. NOTES: : GATTIS SCHOOL RD. EB 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE _ --- b ,•, APPLICABLE. IU" ,.FO 2. ALL STATIONING BASED ON FL GSR UNLESS --UNK— —UNK >. ..y: y, V L�J OTHERWISE NOTED. `— FO FO FO A FO 7q 3. EXISRNG GROUND PROFILE IS AT(L GSR. SAMCUT E ,—ul•F(IST ROIL E uY "� ;:.. •—� E E E"' 4. DRIVEWAY LOGTIONF SHOWNAREAPPROXIMATE !' AND BI-IALL BE VERIFIED IN FIELD PRIOR TO PRDPOS EDP _.. 5 ............. p� FCONURTHER INFO SEE DRIVEWAY DETAIL SHEETS FOR R�US 'rte .._. I PROP :. � FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS CURB 6•.GUTTER(TYII) I N ON TRUCTI N OF SIDEWALK. A. 1 +1 1 MATCH EXISTING I LEAD O PROPOSED PAVEMENT I I MILL/SEAL/OVERLAY ICONCRETE ®PAYERS ---------------.--------.-------.------- . --------------------------------.--------.-------.-------- _-___ _____ _--- __-__ _____ ____ ____ _-_. ---___ --------------- -------- 60% SUBMITTAL FOR INTERIM REVIEW ONLY r , NOT FOR CONSTRUCTM)N,BIDDWG. , PERMIT-' CRY SEB. 770 , , r . r � .: ao r _r END PROFILE r ?� r E �. STA 1 29+13.1 r ----•- ------ - ------- ------ -- -- ------- ------- ------ ---•--;----__ ----- ----- - ------- ---• ------ RNEar+EEe nTTx1 a r RYAN J.tNAA ELEV = 764 69 r r r TE 45020 9 .a r r 8 H T� r -------------------------- --------------------- ---- ........................ TCH EXISTING U err U X76 TEXAS REGISTERED YI , -------_--------- a___--_-a- _............ __ _ _--_ _ _______ __-._ _____ _____ _ _. _ _ EM FIRM F-1741 _ _ • a._ :.. __ ___ _ _____ __ , _�_ _a _ _ _____ _______ __ ____ _ _ ____ _ _ ___._ ._._ ._._ 5d O rA $ OEPIH,APPRO%a- : , Tba � , 770 � ROUND ROCK TEXAS KENNEY FORT BLVD-SEGMENTS 2 k 3 GATTIS SCHOOL RD. . ------ ,W-------........._-------_-------__________-------_-------- _____ ____ ______ ____ ____ __._ _--.__ ----------------------------------------------------------------- . -------- ROADWAY PLAN do PROFILE . n'o 'o STA 128+00 T N CONSTRUCTION ry ,ry - r , , n46 n ,n , , ------'`='--_. .n... u` __e.�---'_1L:_._n,n......a_------:n......a'------,_..---'�------'�'----__'e_-____sCz.----a'------'c---•--' ------'t=------'F------'F------"=------'^------'--------`---- 128+00 129+00 130+00 131+00 132+00 133+00 RIB AUS MLUAMSON 0911 OS 195 so pTi:Active roleclg .00 ons Pntl rP.ingg ui Sheets/8.3.04 optleoY . PP14.tl9n SEE KENNEY FORT BLVD. PLAN h PROFILE SHEETS FOR MORE INFORMATION 1 � ' E E E E —�ROW E E E L _.. E E EXIST ROW O E E E U E —U E 4 r., - E `p E_r PROPOSED E� E SIDEWALK E , a 25 12.5 0 25 50 tax siA 142+2o.n aJroo a taa+oD 145+00 SAWCUT ,i ",w SH 45 WBFR � to in SCALE HORIZ. FEET BEGIN CONSTRUCTION $_ SH WBFR - '—-— a —' — — --1 —-—- t/ z 5 2.5 0 5 to 45 It WBFR J iFER $H4$ EGFR --- 2 SCALE FEET KFB STA 147+05.59=J \ KF8VERT..--:-. WBFR STA 144+45.52 c EXISTING EDP _.. `EXISTING EDP ♦ ♦ a� NOTES: ❑ t. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE APPLICABLE. v \ ............. .. 2. ALL STATIONING BASED ON @WBFR UNLESS OTHERWISE NOTED, EXISTING EOP $ J. EXISTING GROUND PROFILE IS AT @ WBFR. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE - Q EXISTING EDP AND SHALL BE VERIFIED DRI E THE TAIL PRIOR TO dp Ci \ r CONSTRUCTION SEE DRIVEWAY DETAIL SHEETS FOR SH45 FURTHER INFORMATION. P.I.STATX)N 1+85.89 U/E '\� U/E 5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS NORTHING to.152.504.0328 OF SIDEWALK. EASTING 3150.290.6255 ' DELTA 22•a6'03.06'(RT) RADIUS 17.000.0000 D 0'20' 13.32' SH 45 WBML \ LEGEND TANGENT 3.422.7865 LENGTH 8,755.2579 . PROPOSED PAVEMENT sN4s ce F sH4s ` \ M1LL/SEAL/OVERLAY — — Ip — — 3z1+oo _ _ 322+ 00 320+00 31 a8+00 3t9+00 ��� -� � �CONCRETE ®PAVERS 60% SUBMITTAL _7A0___ LY --------------------_____________ _ ____ ___ ___�__ _____________ _ �_ ______________ �__ _____ ____ _ -------------- ,_76D___ F �_ O R INTERIM REVIEW ON viV i I i I I NO N. 1 : j I I 1 1 OR PFJi1M Pl1RPO5ES. l 1 i . . ------------------------------. . . ____ ____ _-------- ____ __�_._______ ____._ -------- -------------------------- ____.__ __-_____ ____ _ ______ T f-0R CONSTRUCTION -. _i l_ p s� i I cNy mm j ! _� EII(iNEFA ANTHONY J.SERA ______ ________ ___ __�__ ____.__ __________ ___ ___ �_T70.___ I 7 ___ __ ____ ___ r I I P.E.Na 106100 TE N.WNt9 l � M. � I I j i : I I ' TE%AS REGISTERED I ENGINEERING FIRM F-1741 ZBD---._____________ ____ _a______J________.._______ ________L_______1 ____J.________._______a_______J________ __1______._�________L_______________J___ _ __ _ 1______ ........ (/� ! �- l I I___ I I I I 1 ,W� I j l I ROUND ROCK TEXAS � : I H - bROADWAY PLAN ka.�PROFILE -- ---- -------- ---- ----- --- ---____-•'; — .o .n BEGIN CONSTRUCTION ______ _ _ rr_______u_______ti______n______rn______ naq P X I TEXAS �. � � � � 142+00 143+00 144+00 145+00 146+00 147 °"' PVBI AUS I W aIAMSON 109141 05 1 195 1 51 pW:Aciive rolecls N 6 8. Ions and raringe uta ..4 oadWoy 3.00R0pp15.dgn .............. . E E E E — E E E E E % 8 E E I E E E + E E I ___ ROW E WW ww ww WW WW-------- Ww 25 12.5 0 25 50 In —168 150.00 1+110 112+00 SCALE MORITZ. FEET w Z SH 45 WBFR -—-—-----CURV ....... 5 2.5 0 5 10 EDP S 80 02' 28" SH 45 EGFR a— SCALE VIEW FEET ......... ... NOTES: 1. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE APPLICABLE 2. ALL STATIONING BASED ON Q.WBFR UNLESS OTHERWISE NOTED. 3. EXISTING GROUND PROFILE IS AT q WBFR 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SMALL BE VERIFIED IN THE FIELD PRIOR 70 ",4 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR Aj ON FURTHER INFORMATION. SIM 45 W8k4L NORTHING 10,152A4.0328 EASTING ljl50A;906f%,5§ SEE SIDEWALK LAYOUT SHEETS FOR LIMITS DELTA 2 (111) OF SIDEWALK. RADIUS 17 .0 D 0..W20p 1300302- TANGENT SH WBFR— LENGTH 34227 LEGEND 6:755:25"795 IL SH45 PROPOSED PAVEMENT --—-—- 323+00 I ]24+00 =— / MILL/SEAL/OVERLAY CONCRETE PAVERS ICURVE NoI RNAA I STA I QEW I STA CURV-16A 140" .73.02 M LT 66+06.45 A LT ICURV-1601 21110- 1 65+05.43 1 191100"LT 15111+73.34 4WELT 60% SUBMITTAL -------- - - .................................................. ............................... ...........72(1 FOR INTERIM REVIEW ONLY NOR CowRUCTION BIDDING, OR PERMIT K$FOSES. ................ ............. .............. ............................................................. ...............-.-j................ 1__ __ ............................. ........... ........ ----I----- c PVJI ------------- ENGINEER AND40M J SERDA MID .............. ................... ....... ........................ -7Aa r P.E.N- m mn �9 ---------- - - - . . . . . . - - - - - --- - - --- - - -- - - - - - - - - a _zm: Cp&y) -.AS AI ---------- - - - - - - - _.- - -- - - - - - - .. . . . I ..... . am ENGINEERING FIRM F-1741 ROUND ROCK TEXAS s SH45 WBFR ROADWAY PLAN & PROFILE --------------- ....... ---------------------------------------------------- ...... ------�4------ d, -------------- t------------ STA 147+00 TO END CONSTRUCTION 2 ------12 .2 2 'I------ ------- —------ ------ ------It,------- ------- ------- ------L------ ------ ------- 147.00 148.00 149+00 150+00 151+00 152+00 sP RIB1 1 :/Actwe Pojects/RNDR15603,00/8.00 Plo- .d D—i.gs/8.30 Cut Sheets/8.3.8rr--d-..,7960!.00gDppl6.dgIn 1;7�km5.10m9141,0,751 1195 52 , 1 EXHIBIT C Approved Construction Plans To be made part of document prior to beginning of construction EXHIBIT D Certificate of Insurance (TxDOT Form 1560) To be made part of document prior to beginning of construction EXHIBIT E Attachment A (FHWA Additional Requirements) To be made part of document if applicable Gattis to SH45 O/ R Fcrm 2044 (Rev.10/18) Page 1 of 10 MULTIPLE USE AGREEMENT STATE OF TEXAS § COUNTY OF TRAVIS § THIS AGREEMENT made by the State of Texas by and between the Texas Department of Transportation; hereinafter referred to as"State", party of the first part, and City of Round Rock , hereinafter called the City parry of the second part, is to become effective when fully executed by both parties. WITNESSETH WHEREAS, on the ,C A day of t ,` 24��6�, the governing body for the the City entered into Resolution/Ordinance No. R-2019-0160 hereinafter identified by reference, authorizing the the City s participation in this agreement with the State; and WHEREAS, the the City has requested the State to permit the construction, maintenance and operation of a public Extension of Arterial A on the highway right of way, (ROADWAY S. Kenney Fort Blvd CONTROL SECTION NO. E004-55. ). (General description of area including either the control number or GPS coordinates.) Gattis School Road(CSJ E004-55) and State Hwy 45(CSJ 0683-06) shown graphically by the preliminary conceptual site plan in Exhibit"A"and being more specifically described by metes and bounds of Exhibit"B", which are attached and made a part hereof; and WHEREAS, the State has indicated its willingness to approve the establishment of such facilities and other uses conditioned that the the City will enter into agreements with the State for the purpose of determining the respective responsibilities of the the City and the State with reference thereto, and conditioned that such uses are in the public interest and will not damage the highway facilities; impair safety, impede maintenance or in any way restrict the operation of the highway facility, all as determined from engineering and traffic investigations conducted by the State. Form 2044 (Rev.10/18) Page 2 of 10 AG_..R...EEM_ENT NOW, THEREFORE, in consideration of the premises and of the 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: 1. DESIGN AND CONSTRUCTION the City will prepare or provide for the construction plans for the facility, and will provide for the construction work as required by said plans at no cost to the State. Said plans shall include the design of the access control, necessary horizontal and vertical clearances for highway structures, adequate landscape treatment, adequate detail to ensure compliance with applicable structural design standards, sufficient traffic control provisions, and general layout. They shall also delineate and define the construction responsibilities of both parties hereto. Completed plans will be submitted to State for review and approval and when approved shall be attached to the agreement and made a part thereof in all respects. Construction shall not commence until plans have been approved by the State. Any future revisions or additions shall be made after prior written approval of the State. Any sidewalks, curb ramps and other pedestrian elements to be constructed, either on site or off site, by the the City shall be in accordance with the requirements of Title II of the Americans With Disabilities Act (ADA) and with the Texas Accessibility Standards (TAS). Elements constructed by the the City and found not to comply with ADA or TAS shall be corrected at the entire expense of the the City 2. INSPECTION Ingress and egress shall be allowed at all times to such facility for Federal Highway Administration personnel and State Forces and equipment when highway maintenance operations are necessary, and for inspection purposes; and upon request, all parking or other activities for periods required for such operations will be prohibited. 3. PARKING REGULATIONS Parking regulations shall be established limiting parking to single unit motor vehicles of size and capacity no greater than prescribed for 11/2 ton trucks, such vehicles to conform in size and use to governing laws. Parking shall be permitted only in marked spaces. Parking shall be prohibited when a security threat, as determined by TxDOT, exists. Form 2044 (Rev.10/18) Page 3 of 10 4. PROHIBITION/SIGNS Regulations shall be established prohibiting the parking of vehicles transporting flammable or explosive loads and prohibiting use of the area in any manner for peddling, advertising or other purposes not in keeping with the objective of a public facility. The erection of signs other than those required for proper use of the area will be prohibited. All signs shall be approved by the State prior to the actual erection. 5. RESPONSIBILITIES Timely maintenance, repair and operation of the facility shall be entirely the responsibility of the the City . Such responsibility shall not be transferred, assigned or conveyed to a third party without the advanced written approval of the State. These responsibilities expressly include the timely maintenance and repair of any portion of the facility necessary to comply with the Americans with Disabilities Act. Further, such responsibility shall include picking up trash, mowing and otherwise keeping the facility in a clean and sanitary condition, and surveillance by police patrol to eliminate the possible creation of a nuisance or hazard to the public. Hazardous or unreasonably objectionable smoke, fumes, vapor or odors shall not be permitted to rise above the grade line of the highway, nor shall the facility subject the highway to hazardous or unreasonably objectionable dripping, droppings or discharge of any kind, including rain or snow. If the State determines that the City has failed to comply with these responsibilities, it will perform the necessary work and charge the City the actual cost of the work. 6. FEES Any fees levied for use of the facilities in the area shall be nominal and no more than are sufficient to defray the cost of construction, maintenance and operations thereof, and shall be subject to State approval. A. Retention Period. The the City shall maintain all books, documents, papers, accounting records and other evidence pertaining to fees collected and costs (hereinafter called the Records). The the City shall make the records available during the term of the Agreement and for four years from the date the Agreement is terminated, until completion of all audits, or until pending litigation has been completely and fully resolved, whichever occurs last. B. Audit Report. If fees are collected by the the City for the use of the facility under this agreement, the the City will provide the State an annual audit report _ detailing the fees collected for the use of the facility and the costs associated with constructing, maintaining, and operating the facility within the same period. If the report shows more fees collected than expenses for the construction, operation, or maintenance of the facility the the City must provide a multiple year plan detailing how the additional revenue will be used for construction, operation, or maintenance of the facility. Form 2044 (Rev.10/18) Page 4 of 10 C. Availability. The State or any of its duly authorized representatives, the Federal Highway Administration, the United States Department of Transportation, Office of Inspector General, and the Comptroller General shall have access to the the City 's records that are directly pertinent to this Agreement for the purpose of making audits and examinations. 7. TERMINATION UPON NOTICE This provision is expressly made subject to the rights herein granted to both parties to terminate this agreement upon notice, and upon the exercise of any such right by either party, all obligations herein to make improvements to said facility shall immediately cease and terminate and the City shall be responsible for the facility's timely removal at no cost to the State. If the State determines that the City has failed to timely remove the facility, it will perform the necessary work and charge the City the actual cost of the work. 8. MODIFICATION/TERMINATION OF AGREEMENT If in the sole judgment of the State it is found at any future time that traffic conditions have so changed that the existence or use of the facility is impeding maintenance, damaging the highway facility, impairing safety or that the facility is not being properly operated, that it constitutes a nuisance, is abandoned, or if for any other reason it is the State's judgment that such facility is not in the public interest, this agreement under which the facility was constructed may be: (1) modified if corrective measures acceptable to both parties can be applied to eliminate the objectionable features of the facility; or(2)terminated and the use of the area as proposed herein discontinued. 9. PROHIBITION OF STORAGE OF FLAMMABLE MATERIALS All structures located or constructed within the area covered by the agreement shall be fire resistant. The storage of flammable, explosive or hazardous materials is prohibited. Operations deemed to be a potential fire hazard shall be subject to regulation by the State. 10. RESTORATION OF AREA The the City shall provide written notification to the State that such facility will be discontinued for the purpose defined herein. The the City shall, within thirty(30)days from the date of said notification, clear the area of all facilities that were its construction responsibility under this agreement and restore the area to a condition satisfactory to the State. 11. PREVIOUS AGREEMENTS It is understood that this agreement in no way modifies or supersedes the terms and provisions of any existing agreements between the parties hereto. Form 2044 (Rev.10/18) Page 5 of 10 12. INDEMNIFICATION the City AGREES TO HOLD AND SAVE THE STATE OF TEXAS FREE FROM DAMAGES THAT MAY RESULT FROM CONSTRUCTION OF THE PROJECT DESCRIBED HEREIN. THE INDEMNIFICATION OF THE STATE SHALL EXTEND FOR A PERIOD OF TWO (2) YEARS BEYOND THE DATE OF TERMINATION OF THIS AGREEMENT. DURING EACH YEAR WHILE THERE IS ANY LIABILITY BY REASON OF THE AGREEMENT CONTAINED IN THIS SUBSECTION OF THIS RESOLUTION, INCLUDING THE CALENDAR YEAR 2020 , THE Round Rock (CITY) SHALL COMPUTE AND ASCERTAIN THE RATE AND AMOUNT OF AD VALOREM TAX, BASED ON THE LATEST APPROVED TAX ROLLS OF SAID ENTITY, WITH FULL ALLOWANCES BEING MADE FOR TAX DELINQUENCIES AND COSTS OF TAX COLLECTION, WHICH WILL BE SUFFICIENT TO RAISE AND PRODUCE THE MONEY REQUIRED TO PAY ANY SUMS WHICH:MAY BE OR BECOME DUE DURING ANY SUCH YEAR, IN NO INSTANCE TO BE LESS THAN TWO (2%) PER CENT OF SUCH OBLIGATION, TOGETHER WITH INTEREST THEREON,BECAUSE OF THE OBLIGATION HEREIN ASSUMED. SAID RATE AND AMOUNT OF AD VALOREM TAX IS HEREBY ORDERED TO BE LEVIED AND IS HEREBY LEVIED AGAINST ALL TAXABLE PROPERTY IN SAID ENTITY FOR EACH YEAR WHILE ANY LIABILITY EXISTS BY REASON OF THE OBLIGATION UNDERTAKEN BY THIS SUBSECTION OF THIS RESOLUTION, AND SAID AD VALOREM TAX SHALL BE ASSESSED AND COLLECTED EACH SUCH YEAR UNTIL ALL OF THE OBLIGATIONS HEREIN INCURRED SHALL HAVE BEEN DISCHARGED AND ALL LIABILITY HEREUNDER DISCHARGED. No party to this agreement intends to waive, relinquish, limit or condition its general governmental immunity from liability in any way. Each party agrees and acknowledges that it is not an agent, servant, or employee of the other party and that under this provision each party is responsible only for its own acts and for those of its agents, servants, independent contractors or employees. Such responsibility includes, but is not limited to any claims or amounts arising or recovered under the "Workers Compensation Law," the Texas Tort Claims Act, Chapter 101, Texas Civil Practice and Remedies Code; or any other applicable laws or regulations, all as time to time may be amended. Form 2044 (Rev.10/18) Page 6 of 10 Nothing in this agreement shall be construed as creating any liability in favor of any third party against the State and the the City . Additionally, this agreement shall not ever be construed as relieving any third party from any liability against the State. Furthermore, the the City shall become fully subrogated to the State's rights of recovery and shall be entitled to maintain any action over and against any third party who may be liable for damages. The State agrees to execute and deliver instruments and papers and to otherwise do that which is necessary to secure such rights. 13. INSURANCE The the City shall provide necessary safeguards to protect the public on State maintained highways including adequate insurance for payment of any damages which might result during the construction, maintenance, repair and operation of the facility. the City shall include TxDOT as an additional insured by endorsement in the City ,s commercial general liability insurance policy. Prior to beginning work on the State's right of way, the the City 's construction contractor shall submit to the State a completed insurance form (TxDOT Form No. 1560) or appropriate certificate of self-insurance and shall maintain the required coverage during the construction of the facility. 14. USE OF RIGHT OF WAY It is understood that the State by execution of this agreement does not impair or relinquish the State's right to use such land for highway purposes when it is required for the construction or re-construction of the traffic facility for which it was acquired, nor shall use of the land under such agreement ever be construed as abandonment by the State of such land acquired for highway purposes, and the State does not purport to grant any interest in the land described herein but merely consents to such use to the extent its authority and title permits. 15. ADDITIONAL CONSENT REQUIRED The State asserts only that it has sufficient title for highway purposes. The the City shall be responsible for obtaining such additional consent, permits or agreement as may be necessary due to this agreement. This includes, but is not limited to, appropriate permits and clearances for environmental, ADA and public utilities. 16. FHWA ADDITIONAL REQUIREMENTS If the Facility is located on the Federal-Aid Highway System, "ATTACHMENT A", which states additional requirements as set forth in the Federal Highway Administration's Title 23, Code of Federal Regulations, §710, shall be attached to and become a part of this agreement. 17. CIVIL RIGHTS ASSURANCES The the City , for itself, its personal representatives, successors and interests and Form 2044 (Rev.10118) Page 7 of 10 assigns, as part of the consideration hereof, does hereby covenant and agree as a covenant running with the land that: (1) no persons, on the grounds of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination in the use of said facility; (2)that in the construction of any improvements on, over or under such land and the furnishing of services thereon, no person on the ground of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination; (3)that the the City shall use the premises in compliance with all other requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-Assisted programs of the Department of Transportation - Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations may be amended. That if in the event of any breach of the above non-discrimination covenants, the State shall have the right to terminate the agreement and reenter and repossess said land and the facilities thereon, and hold the same as if said agreement had never been made or issued. 18. AMENDMENTS Any changes in the time frame, character or responsibilities of the parties hereto shall be enacted by a written amendment executed by both parties hereto. 19. LEGAL CONSTRUCTION In case one or more of the provisions contained in this agreement shall for any reason be held invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any provision hereof and this agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this agreement. 20. AUDIT The State may conduct an audit or investigation of any aspect of this agreement. The the City must provide the State with access to any information the State considers relevant to the investigation or audit. The audit can include, but is not limited to, any contract for construction or maintenance of any facility or structure authorized by this agreement or any contract to provide a service to the the City if that service is authorized by this agreement. Form 2044 (Rev.10/18) Page 8 of 10 21. AUTHORITY OF STATE AUDITOR The state auditor may conduct an audit or investigation of any entity receiving funds from the state directly under the contract or indirectly through a subcontract under the contract. Acceptance of funds directly under the contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the state 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 state auditor with access to any information the state auditor considers relevant to the investigation or audit. 22. NOTICES All notices required under this agreement shall be mailed or hand delivered to the following respective addresses: STATE (Name of other party) (Mailing Address) (Mailing Address) Texas Department of Transportation The City of Round Rock Maintenance Division Transportation Office 125 East 11th Street 3400 Sunrise Road Austin, Texas 78701-2483 Round Rock, Texas 78665 23. TIMELY PAYMENT When required by any provision of this agreement requires a payment to be made to the State, the other party hereto shall within thirty (30) days from receipt of the State's written notification pay the State for the full cost of repairing any damages to the highway facility which may result from the other party's construction, maintenance, repair or operation of the facility. 24. WARRANTS The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. List of Attached Exhibits: Exhibit A-General Layout Exhibit B-Metes and Bounds Description Exhibit C-Approved Construction Plans Exhibit D-Certificate of Insurance (TxDOT Form 1560) Exhibit E-Attachment A(FHWA Additional Requirements) Form 2044 (Rev.10/18) Page 9 of 10 IN WITNESS WHEREOF, the parties have hereunto affixed their signature, the on the day of 2020 and the State on the day of 2020 STATE OF TEXAS Executed and approved for the Texas (Name of other party) Transportation Commission for the purpose and effect of activating and/or carrying out the orders, and established policies or work programs By: Signature heretofore approved and authorized by the Texas Transportation Commission. By: Printed Name Director, Maintenance Division Title Printed Name Agency Date APPROVAL RECOMMENDED: Contact Office and Telephone No. District Engineer Tucker Ferguson, P.E. Printed Name Date Form 2044 (Rev.10/18) Page 10 of 10 ATTACHMENT A Inasmuch as this project is on the Federal-Aid highway system, the following additional requirements as applicable with the Federal Highway Administration's Title 23, Code of Federal Regulations, § 710.105. 1. Any significant revision in the design or construction of the facility shall receive prior approval by the Texas Department of Transportation subject to concurrency by the FHWA. 2. Any change in the authorized use of real property interest shall receive prior approval by the Texas Department of Transportation subject to concurrence by the FHWA. 3. Real property interest shall not be transferred, assigned or conveyed to another party without prior Texas Department of Transportation approval subject to concurrence by the FHWA. 4. This agreement will be revocable in the event that the real property interest facility ceases to be used or is abandoned. SUPPORTING RESOLUTION or ORDINANCE RESOLUTION NO. R-2019-01.60 WHEREAS,the City of Round Rock("City")is in the process of designing the extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard to SH 45; and WHEREAS,approximately 1.5 5 acres of the Extension will encroach within state property commonly known as the MKT Right-of-Way; and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville,Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the MoKan Transportation Corridor; and WHEREAS,on or around May 22, 1989,Austin,Georgetown,Round Rock,Pflugerville, Travis County, Williamson County and Capitol Metro entered into an Interlocal Agreement (the "May 22, 1989 ILA")with the Texas Department of Transportation(`TxDOT")wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS, the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way; and WHEREAS, on April 25, 2002, TxDOT passed Minute Order 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies,would henceforth be called SH 130;and WHEREAS, SH 130 was designated as a tolled, controlled access facility, with a project scope and alignment changed significantly from that described in.Minute Order 83157; and WHEREAS, due to these significant changes,it was deemed necessary to revise right-of- way acquisition and utility adjustment participation requirements as stated in Minute Order 83157 and the May 22, 1989 ILA; and 0112.1902;00422094 WHEREAS, TxDOT, in Minute Order 108874, ordered that the right-of-way acquisition and utility adjustment participation requirements in Minute Order 83157 be rescinded; and WHEREAS, all other provisions in Minute Order 83157 remain in effect,Now Therefore BE IT RESOLVED BY TIIE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,THAT: 1. The facts and recitations in the preamble of this Resolution are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The City finds that it is in the best interest of the citizens of Round Rock to request TxDOT to allow the City to utilize those sections of the MKT right-of-way as shown on Exhibit"A",attached hereto,to facilitate the extension of Arterial A from its current terminus to SH 45. 3. The terms and conditions of the above-described utilization of certain sections of the MKT right-of-way shall be as stated in a Memorandum of Understanding ("MOU") between the city and TxDOT. The MOU will contain provisions stating that the MKT right-of-way is subject to future modification and that the City shall be solely responsible for removing or re-aligning any City-installed improvements within the encroachments allowed by this Agreement to accommodate the future MoKan transportation corridor facility. The City Council hereby finds and declares that written notice of the date,hour,place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject 2. matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code,as amended. RESOLVED this the 25th day of April,2019. 4 CRAIG M RGAN ayor City of Round Roc , Texas ATTEST: SARA L. WHITE,City Clerk 3. s f r C! . r fry V M 4 •'S Tj nfk ` X Kenney Forttension Vir,r+ri32 gip. ..i+ €1 „i Z 1 State of Texas(MoKan) 0.132 Acres = € w.. W rt ,A Y ,'drool }`.tt -r' State of Texas MoKan 0.14 Acres , ;a r F- 'U -r. Aa r z •'�. State of Texas(MoKan) ., 1.283 Acres 4' End - Kenney Fort Blvd Extension r; = i Siva .,avis CorridorON 'Exhibit A iProposed Kenney Fort Blvd Extension Easement ROW MoKan MoKan -• 'MoKan • Proposed-• ROW Texas PerCounty manent CY azcH rn xor.K,I EX4S & ROW A Existing • Parcels 2erox ;uY rwirfurc ,.. .. ... ill .�• RESOLUTION NO. 1643-18-08-28-0537 RESOLUTION OF THE CITY OF PFLUGERVILLE CONSENTING TO THE CITY OF ROUND ROCK USE OF A PORTION OF THE MOKAN TRANSPORTATION CORRIDOR RIGHT OF WAY FOR THOROUGHFARE EXTENSION PURPOSES WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard to SH 45; and WHEREAS, approximately 1.55 acres of the Extension will encroach within the MKT Right-of-Way (the "MKT Encroachment"); and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville,Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the Mokan Transportation Corridor; and WHEREAS, on or around May 22, 1989,Austin, Georgetown, Round Rock, Pflugerville, Travis County, Williamson County and Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the Texas Department of Transportation (`TxDOT") wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS, the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way and conveying said right-of-way to TxDOT; and WHEREAS, on April 25, 2002, TxDOT passed Minute Number 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies, was moved eastward and would henceforth be called SH 130; and Res olu6on(extension ofART.AtoUS45)pFLU GERVILLE(00405340 AOM)DNRBZ20180816clean WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County and CapMetro. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PFLUGERVILLE, TEXAS, THAT: 1. The facts and recitations in the preamble of this Resolution are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The City hereby gives its consent to TxDOT to allow Round Rock to utilize those sections of the .MKT right-of-way as shown on Exhibit "A", attached hereto, to facilitate the extension of Arterial A from its current terminus to SH 45. The City Council hereby finds and declares that written notice of the date,hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code, as amended. RESOLVED this the 28th day of August,2018. Victor Gonzales, Mayor City of Pflugerville, Texas ATTEST: Kare r "i'hompson, City Secretary 2. APPROVED AS TO FORM: rtes Zec City Attorney Denton N arro Rocha Bernal &Zech, PC i 3. �n �� re Begin -Kenney Fort Blvd Extension • jA ,r State of Texas(MoKan) 0.132 Acres Z� 'i e)sit Rtt t -- Gattis ;;4-}. FO State of Texas(MoKan) 0.14 Acres State of Texas(MoKan) 1.283 Acres ,' End -Kenney Fort Blvd Extension f Proposed Kormey Voit Blvd Fxtewam Casement k0W!,AoKan MoKan Co mdol ROW laCountynouhnxocrtxas Schoul Fund C Ry- Existing tiA1'[YY.nissvz<�w,vtn;-eY ORDER REGARDING EXTENSION OF ARTERIAL A I f WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the I extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek Boulevard i 3 to SH 45; and WHEREAS,approximately 1.55 acres of the Extension will encroach within state property commonly known as the MKT Right-of-Way(the"MKT Encroachment"); and WHEREAS, Minute Order 83157, dated May 22, 1985, tendered a proposal to Austin, Pflugerville, Round Rock, Georgetown, and Travis and Williamson Counties for the construction of a facility then known as the Mokan Transportation Corridor; and WHEREAS, on or around May 22, 1989, Austin, Georgetown, Round Rock, Pflugerville, Travis County, Williamson County and the Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the Texas Department of Transportation (`'TxDOT") wherein the parties agreed to share in the costs to acquire the abandoned MKT Right-of-Way; and WHEREAS,the above-mentioned entities were successful in acquiring significant portions of the abandoned MKT Right-of-Way and conveying said right-of-way to TxDOT; and WHEREAS, on April 25, 2002, TxDOT passed Minute Number 108874 which acknowledged that the facility described in Minute Order 83157, with a revised scope after subsequent planning and studies, was moved eastward and would henceforth be called SH 130; and WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County, and CapMetro; 00405825.00cx Now Therefore, BE IT ORDERED BY THE COMMISSIONERS COURT OF WILLIAMSON COUNTY, TEXAS,THAT: I. The facts and recitations in the preamble of this Order are hereby found and declared to be true and correct and are incorporated herein and expressly made a part hereof. 2. The County hereby gives its consent to TxDOT to allow Round Rock to utilize E those sections of the MKT right-of-way as shown on Exhibit"A",attached hereto, to facilitate the extension of Arterial A from its current terminus to SH 45. The Commissioners Court hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Order was adopted was posted and that such meeting was open to the public as required by law at all times during which this Order and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551,Texas Government Code, as amended. RESOLVED this the day of �' �7�, 2018. tip Williamson County, 'Texas ATTEST: Nancy Ri to ,County Clerk 2. Exhibit"A" t Encroachment Areas I I i i 3 1 E t E i i I 3. 7 �l .F 7n I-� too a v� n1.�ft y, •� ,'t'� <3 1 C� a. X enney Fortnsion Lake" _z r] ..i S i1. i�.., Forest �. .-.tet. C�•� ��� ti � 'fj �1: �+•� i�iili z� State of Texas(MoKan) 0.132 Acres rs y O t • �.1 G _S 'Y :.a7[,�.... -,c1l,"l R6 State of Texas(MoKan) 0.14 Acres State of Texas(MoKan) 1.283 Acres �� w �L End- Kenney Fort I Blvd Extension EXHIBIT a. il!.7 31 ti.9} fl J,i 0 CJ Exhibit A ,;Proposed Kenney Fort Blvd Extension Easement ROW MoKan MoKan Corridor ROW r MoKan • ; Proposed ROW ROW Tex' Permanent ,Coonly !�mwm ROCK I kXM _Fool •• manitt u 7.6.a MM W, -4 METRO RESOLUTION OF THE o CAPITAL METROPOLITAN TRANSPORTATION AUTHORITY 0 BOARD OF DIRECTORS G Y STATE OF TEXAS COUNTY OF TRAVIS RESOLUTION (ID # AI-2018-837 l ) Q City of Round Rock Mokan Corridor Agreement W i � N 0 w WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the ;, extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek U Boulevard to SH 45; and s WHEREAS, approximately 1.55 acres of the Extension will encroach within state property commonly known as the MKT Right-of-Way (the "MKT Encroachment"); and E a� WHEREAS, on or around May 22, 1989, Austin, Georgetown, Round Rock, Pflugerville, a Travis County, Williamson County and the Capital Metropolitan Transportation Authority ("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the o Texas Department of Transportation ('TxDOT") wherein the parties agreed to share in o the costs to acquire the abandoned MKT Right-of-Way; and N a WHEREAS, prior to allowing Round Rock's MKT Encroachment for the extension of Arterial A, TxDOT is requiring the consent of said encroachment from the City of Pflugerville, Williamson County, and Capital Metro; and o co WHEREAS, the use of the right-of-way shall be as stated in a Multiple Use Agreement N ("MUA") between the city and TxDOT, including provisions stating that the right-of-way a is subject to future modification and that the City shall be solely responsible for o removing or re-aligning any City-installed improvements within the encroachments allowed by this Agreement to accommodate the future Mokan transportation corridor facility. `I NOW, THEREFORE, BE IT RESOLVED The Capital Metropolitan Transportation r Authority Board of Directors hereby gives its consent to TxDOT to allow Round Rock to utilize those sections of the MKT right-of-way as shown on Exhibit "A", attached hereto, a to facilitate the extension of Arterial A from its current terminus to SH 45. i Page 3 i Packet Pg.46 t0 � ro 0 a) CL ' 0 CD 03,0 as CL 0 rt oc A O -o (Q V tA' r � Attachment: Resolution-AI-2018-837 (CMTA-2018-68 :Agreement for the City of Round Rock Mokan corridor) i 3 i 7.&.a Capital Metropolitan Transportation Authority MEETING DATE: 9/28/2018 i Board of Directors (1D #AI-2018-837) City of Round Rock Mokan Corridor Agreement SUBJECT: Approval of a resolution giving consent to TxDOT to allow Round Rock to utilize those sections of the MKT right-of-way as shown on Exhibit "A", attached hereto, to facilitate o the extension of Arterial A (Kenney Fort Boulevard) from its current terminus to SH 45. L O FISCAL IMPACT: This action has no fiscal impact. hI Y I U O STRATEGIC PLAN: Strategic Goal Alignment: o 3. Community 4- O Strategic Objectives: Z' 3.2 Build Strong Community Partnerships that further Capital Metro's mission and vision. L I'' o 4. EXPLANATION OF STRATEGIC ALIGNMENT: Capital Metro has an interest in assisting our community partners in furthering projects that support their communities while preserving future transit options. a BUSINESS CASE: i Capital Metro has, along with other transportation agencies in the region, identified co MOKAN as a potential future transportation corridor. While the corridor was not N prioritized within the Project Connect development process, it remains a potential corridor for the future and for this reason, Capital Metro has an interest in seeing it preserved to the maximum extent possible. Because the current project under development by the City of Round Rock poses a potential conflict with future development of MOKAN, Capital Metro desires to ensure that the risks are minimized. o; The stipulation in the agreement that the City of Round Rock must sign with TxDOT to N implement its project and to encroach upon the MOKAN right-of-way provides that a assurance with the requirement that the city be solely responsible for removing or re- o aligning its roadway to accommodate the development of the MOKAN corridor. 0 COMMITTEE RECOMMENDATION: This agenda item was presented and is recommended for approval by the Operations, Planning and Safety Committee on September 17, 2018. r U EXECUTIVE SUMMARY: Capital Metro is one of several local governments that participated in the acquisition of a the MOKAN right of way in 1990. MOKAN is an unused rail right of way that extends for 28 miles between Austin and Georgetown, east of, and roughly paralleling I1-1-35. As a part of the agreement that was developed to complete the acquisition, fifty feet of the Page 1 Packet Pg.44 7.6.a 3 HXM MM METRO right of way "shall be dedicated and used for mass transit purposes."The City of Round Rock is seeking approval to encroach on the right-of-way for their Kenney Fort Boulevard project immediately north of the intersection with SH-45. The incursion into the MKT Right-of-Way is approximately 1.55 acres. While this encroachment could o affect the future viability of the MOKAN corridor's use for high-capacity transit purposes, a clause in the agreement that the City of Round Rock must sign with the Texas 0 Department of Transportation (TXDOT) mitigates that concern. Specifically, the agreement states that"the right-of-way is subject to future modification and that the City 0 shall be solely responsible for removing or re-aligning any City-installed improvements within the encroachments allowed by this Agreement to accommodate the future Mokan a transportation corridor facility." This statement includes language that, in the event the MOKAN corridor is developed for high-capacity transit service, the encroachment will ; not be a detriment to that effort. ° 0 As a financial contributor to the acquisition of the corridor, TxDOT has requested consent from Capital Metro and the other financial contributors for Round Rock to move 4) forward with the extension of the Arterial A. r L .02 a.+ C DBE/SBE PARTICIPATION: Does not apply. E r PROCUREMENT: Does not apply. a RESPONSIBLE DEPARTMENT: Planning and Development 00 o � N Q N V ti M 00 O N Q 43 3 O d R' C O r [ V I Page 2 Packet Pg.45 k EXHIBIT A General Layout and Location T A Begin Project 7"1 k' IN 75 x .+ IT AM* MIA `i . per ' a' 'kMot" MT2 E4 9t� `"e rs =!° �� � Jam• � x K$ w � a ; �'�> i `a w.t A . A Myra' ON >� .■ ° ,a * � tip ,� ♦ � wM Ml ISO State of Texas ar 10.843 Acres , State of Texas (MoKan} ' 0.132 Acres ► ' = moi WIN 0 IN � Ali State of Texas(MoKan) 0.14 Acres R 7w . gym ;V'1 " TRWMOM State of Texas(MoKan) 1.283 Acres � • � '" w, r a � State of Texas Right-of-Way Exhibit t d Easement - fCounty � Proposed •OW -7 Parcel$ hN,hni.'h Yq mtYx:lfi:l'. NORTH 770 i! 1,000 EXHIBIT B Proposed Construction Plans (Metes and Bounds Description) 60% PLANS BID DATE: DATE CONTRACTOR BEGAN/WORK: ROUND ROCK TEXAS DATE WORK WAS COMPLETED&ACCEPTED: FINAL CONTRACT COSI:S INDEX OF SHEETS COMPACTOR: SHEE7 N0 DESCRIPTION CITY OF ROUND ROCK OESIGN SPEED: 45 MPH ADT(2016) 5,779 WD 1 TITLE SHEET ADr(7036)- 48,124 WD 2 INDEX OF SHEETS TRANSPORTATION DEPARTMENT FUNCTIONAL CLASSIFICATION:URBAN MAJOR ARTERIAL KENNEY FORT BLVD - SEGMENTS 2 & 3 KENNEY FORT BLVD — SEGMENTS 2 & 3 ROADWAY LENGTH 8113.94 FT.1.537 MI BRIDGE LENGTH 591.34 FT.0.112 MI NET LENGTH OF PRGJECT- 8705.28 FF 1.649 W LIMITS: FROM FOREST CREEK DR.TO SH 45 FOR THE CONSTRUCTION OF ROADWAY EXPANSION OF KENNEY FORT BLVD FROM FOREST CREEK DR.TO KENNEY FORT BLVD. p SOUTH OF SH 45,CONSISTING OF GRADING,RISE. s STRUCTURES,ASPHALT CONCRETE PAVEMENT.ILLUMINATION, g SIGNING.PAVEMENT MARKINGS. BEGIN PROJECT a 0 COUNTY 79 I HEREBY CERTIFY THAT THIS PROJECT WAS CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE FINAL AS-BUILT PLANS AND SPECIFICATIONS. PATE KENNEY FORT BLVD. STA 152+ END PROJECT - 122 NOTES 60% SUBMITTAL o ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 35 FOR INTERIM REVIEW ONLY S LATEST CTIY OF ROUND ROCK.OR TXDOT STANDARD NOT FOR CONS RUC ION.MJO►A. SPECIFICATIONS,AS INDICATED IN THE PLANS, TXDOT STANDARDS SHALL BE USED UNLESS OTHERWISE NOTED. PURPOSES. REQUIRED SIGNS SMALL BE PLACED IN ACCORDANCE 45 CR&Y__ WITH TXDOT STANDARD DETAILS AND THE'TDUS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.' ENGINEER ANTHONY J.SEROA P.E.No. 104700 DATE 4902919 SUBMITTED W/: % VI GU EIGWEE.R DATE TDLR INSPECTION REQUIRED NOT TO SCALE 8EARING BASED ON THE TEXAS STATE PIRLYIEWED W. EXCEPTIONSr NONE COORDINATE SYSTEM,NW83(HARN 9J). CITY OF ROUND ROCK DATE EOUAT IONS NONE CENTRAL ZONE AND ADJUSTED i0 IY.E.:TRANSPORTATION ENGINEER R.R. CROSSINGS NONE SURFACE USING PROJECTED SURFACE ADJUSTMENT FACTOR OF 1000O64953. RENEWED BY: G'ERAL'D I MDEYER,"PROJECT MANAGER DATE OWNER: ALL RESPONSIBILITY FOR THE ADEQUACY OF REVISIONS THESE PLANS REMAINS WITH THE ENGINEER City t Round Rock CPAY,INC WHO PREPARED THEM.IN REVIEWING THESE 221 Eoal Main Street //M 13809 RESEARCH BOULEVARD,SUITE 300 No, Doc. DATE APPROVAL PIANS.THE CITY OF ROUND ROCK,TEXAS Round Rxk,TX 78664 ` PQ��' AUSTN,TX 76750 MUST RELY UPON THE ADEQUACY OF THE WORK �I VV as TOPE FIRM REGISTRATION NO.F-1741 OF THE DESMON ENGINEER. GENERAL DRAINAGE TRAFFIC NY ILLUMINATION STANDARDS 1 TITLE SHEET ---- 54 OVERALL DRAINAGE AREA - - -- -- - TSR(1)-13 THRU TSR(5)-13 - - 2 SUPPLEMENTAL INDEX 55 - 58 OFFSITE DRAINAGE AREA DkOM(1)-10.DkOM(5)-04,DkOM(VM)-04 GENERAL NOTES(NOT INCLUDED) 57 OFFSITE HYDRAUUC DATA SHEET PM(1)-12 THRU PM(4)-12 ESTIMATED QUANTITIES SUMMARY(NOT INCLUDED) 58 - 73 ONSITE DRAINAGE AREA MAP FPM(1)-12 THRU FPM(3)-12 3 - 5 PROJECT LAYOUT 74 - 79 ONSITE DRAINAGE CALCULATIONS SMD(GEN)-06,SMD(SUP-1)-O8 THRU SMD(SUP-3)-08,SMD(TWT)-08,SMD(FRP)-08 6 - 6 TYPICAL SECTIONS 80 - 95 DRAINAGE PLAN k PROFILE SMD(2-1)-08,SMD(2-2)-08,SMD(2-3)-08,SMD(2-4)-08,SMD(TY G)-08 96 - 99 STORM DRAIN LATERAL PROFILES SMD(BWI)-OB,SMD(SW2)-06 TRAFFIC CONTROL _- 100 - 114 CULVERT PLAN k PROFILES AND HYDRAULIC DATA SHEETS WV k R-96 9 TRAFFIC CONTROL PLAN NARRATIVE 115 STONE RIPRAP DETAILS ED(1)-03 THRU ED(B)-03,ED(10)-03 k ED(13)-03 10 ADVANCE WARNING SIGNS 116 BOX CULVERT SUPPLEMENT R1IXLuw)-07,RIIXLUM2>-07,RIIXFNO)-n 11 TYPICAL SECTIONS-PHASE 1 12 - 15 TRAFFIC CONTROL PLAN -PHASE I DRAINAGE STANDARDS R(l)- 1 THRU Ri(1)-11 1 _ RS(1)-13 1s TYPICAL SECTIONS-PHASE 2 SETP-PD 17 - 19 TRAFFIC CONTROL PUN-PHASE 2 PSET-SP EROSION CONTROL 20 TYPICAL SECTIONS-PHASE 3 PEST-RP STORM WATER POLLUTION PREVENTION(SW3P) 21 - 23 TRAFFIC CONTROL PLAN-PHASE 3 PSET-RR EROSION CONTROL PLAN CH-PW-O ENVIRONMENTAL PERMITS,ISSUES AND COMMITMENTS(EPIC) TRAFFIC CONTROL STANDARDS acs BC(1)-13 THRU BC(12)-13 SGP-5 EROSION CONTROL STANDARDS TCP(1-1)-12 k TCP(1-5)-12 SCC-MD TCEO REOUIREMENTS FOR RECHARGE ZONE(ALS DISTRICT) 7CP(2-1)-12!7CP(2-8)-12 SCP-MD EC(1)-09,EC(2)-93 THRU EC(3)-93 TCP(3-2)-12 k TCP(3-3)-13 MC-MO CONCRETE RIPRAP FOR VEGETATION CONTROL(AUS DISTWO TCP(5-1)-12 MC-5-23 7CP(7-1)-13 SETB-PD WZ(UL)-13,WZ(BRK)-13,WZ(RCD)-13,WZ(TD)-13,WZ(STPM)-13 ABSORB-13 RETAINING WALLS ACZ(3W)-13 117 — 120 RETAINING WALL NO. 1 PIAN k PROFILE CSB(1)-10 121 RETAINING WALL NO.2 PLAN k PROFILE IPOS-13 RETAINING WALL BORING LOGS ass RETAINING WALL STANDARDS ROADWAY RW(MSE)o0 24 - 26 HORIZONTAL ALIGNMENT DATA RW(MSE) 27 - 11 KENNET FORT BLVD REMOVAL PLAN RW(TRF) 32 - 34 GATTIS R0.REMOVAL PLAN RW(EM) 35 SH45 W8FR REMOVAL PLAN RW I(H)B 36 SH45 EGFR REMOVAL PLAN RW 2 37 - 45 KENNEY FORT BLVD ROADWAY PIAN k PROFILE 46 - 50 GATTIS RD.PLAN k PROFILE TRAFFIC 51 - 52 SH45 WBFR PLAN k PROFILE 122 - 130 KENNEY FORT BLVD SIGNING k STRIPING 60% SUBMITTAL DRIVEWAY DETAILS 131 - 135 GATTIS RD.SIGNING k STRIPING FOR INTERIM REVIEW ONLY INTERSECTION LAYOUT- 136 - 137 SH45 WBFR SIGNING k STRIPING NOT FOR CONSTRUCTIOk BIDDING. INTERSECTION LAYOUT- 138 - 140 SH45 EGFR SIGNING k STRIPING OR PERMIT PUFFNDSES. 53 CURB WALL DETAILS 141 LARGE GUIDE SIGN LAYOUT ROADWAY STAN142 - 144 OVERHEAD SKIN ELEVATION CPNOY ► ROADARDS 145 LARGE GUIDE SIGN DETAILS SC TABLE FOREST CREEK DR ENGINEER ANTHONY J.SERDA 5'. TE(HMIAC)-11 146 EXISTING SIGNAL LAYOUT PE.No. 10fi3]o DATE 4A 19 SGT(8)11-14,SGT(BS)31-14 147 PROPOSED SIGNAL MODIFICATION GF(31)-14 148 SCHEDULES.SIGNING k PHASING CF(31)DAT-14 CATHS SCHOOL RD GF(31)TR-14 149 PROPOSED SIGNAL LAYOUT GF(3I)MS-I1 150 SCHEDULES,SIGNING k PHASINGpox TEXAS REGISTERED n CONCRETE DRIVEWAYS.SIDEWALKS AND RIPRAP MLDIANS(AUS DISTRICT) SH45 WBFR AND EGFR CF&T.) ENGINEERING FIRM F1741 CCOG-12 151 WBFR-EXISTING INTERSECTION LAYOUT SED-14 152 EBFR- EXISTING INTERSECTION LAYOUT PED-12A 153 WBFR-PROPOSED SIGNAL LAYOUT ROUND ROCK TEXAS 1 154 EBFR-PROPOSED SIGNAL LAYOUT KENNET FORT BLVD-SEGMENTS 2 k 3 ISS SCHEDULES.SIGNING k P14151NG SUPPLEMENTAL INDEX ILLUMINATION 156 - 160 KENNEY FORT BLVD ILLUMINATION LAYOUT awe BW A6 % I TEXAS RIB AUS MLLWASON 0910 OS 195 p,:/Active ,ecls N 1 Ons and Drprings/8.30 Cut Sheets/8,301 neral I 60. Ng. .dgn / � 1•�i I a Z—...E / q.FOREST CREEK DR. '11Y / I• TL)3� N / BEGIN PROJECT A 65+ .00 KENNEYFORT BLVD. o / CSJ: 0914-05-194 100`0 0 130 2C0 I + ��` I a / MATCH EXISTING \— scuE FEET PROP POW m 0 EXIST ROW_ G .:_:..... ._ ...... P738+ � wo 65+ �Zh00 _._ --------QQ — 75+OD'— NEY FORT BLVD. NB'"7— BO+00... --_ Z ..... ..._ �_— _._.._T KEN KENNEY FORT BLVD.�p Ofl KENNEY FORT BLVD. SB .9 e E%tSf ROW �_ _..._..__.�\ N '6 S"P ROW-—-— P R � PROPOSED CULVERT N0. PROPOSED CULVERT NO.2 / LEGEND —..—.. j '\ /,. /• ® ./SEAL/OVERLAY PROPOSED DRNEWAY t CONTROL OF ACCESS NUMBER OF LANES / PRELIMINAR 60% SUBMITTAL 0 � � 4 FOR INTERIM REVIEW ONLY So D i �gP1q'"— _ _— — _ — O NOT FOR n 11CRON,ENDp PERk*T KENNEY FORT BLVD. P _ r OR PERWf PLmOSES. + O 2 o o_ r � ._.._.._.._.._.._..PROP ROW_, —_`__ 3 � (/I� p 58' m 3 90+00 711 95+00 100+00 — -- os+00 Va~t CP&Y.:) m y —� KENNEY FORT BLVD. NB_ __ _ w ENGINEER WAN a BWR 3 KENNEY FORT BLVD. SB j P.E.Nw 117139 DATE 10$2019 iI ao m P+ .R._.._.. 8 .�_.._. ._.._.._.._. ROP!Ct .ROW .. _ _ _- _. PROF'RDW' PROPOSED RffNNMO WALL NO. 1 PROPOSED CULVERT NO.5 �tMnox w. w arc ......- �._-___.._-i_.___.__ cY) TE%AS REGISTERED MONAN ROW & ENGINEERING FIRM F-1741 ROUND ROCK TEXAS DEER BRANCH �;. �—••� / DYER BRANC� " KENNEY FORT BLVD—SE2 t 3 PROJECT LAYOUT a BEGIN PROJECT TO STA 110+00 rMe AK X TEAS B9B I AVS WILLMMSON 0910 5 1 15 p,:/Act" rOjecla N 1 603.DD 8. lana and raringaCut Sheets/8.3.01 eaeral Ngl I.dgn 7Z9+age '\ BEGIN CONSTRUCTION \ STA 129+20.05 GSR �?\ /;��/ +We MATCH EXISTING / DR. / 100 50 0 100 200 SCALE NOItl2. FEET ii sa Jz Q CArnS SCHOOL RD PROP R W / m KEN ,ROW __. / /1 o n - LL KENNEY FORT BLYD./ � ITy``J % PROP ROW C _ m Z KENNEY FORT BLVD. NB Its+oO - 0 to - _i 3 -� ± LEGEND �^^ �l,� ` 120+00— 125+00 3 KENNEY FOR BLVD. NB 130+00 ,� y KENNEY FORT BLVD. SB W — — — ❑ PROPOSED ROADWAY t / 3 KENNEY FORT BLVD. 58 r + + / 3 N ®MRL/SEK/OVERLAY � w C / Z m PROPOSED CULVERT N0. 1MOIU - PROPOSED DR— PROF - .�-- PRRSA'/YOkINROW� o' U j, PROP ROW/ N�-RAW ..�.-�..—..�..�... �.. �H CONTROL OF ACCESS NUMBER OF LANES YOKAN `I ER / I•l/ NOKAN ROW If PRELIMINARY 60% SUBMITTAL FOR INTERIM REVIEW ONLY PERMIT PURPOSES. PROPOSED—SSC1100E RD NOT F�CTRUCTION BIOgNG. m / `PROPERTY LINE /.� PROPOSED CULwrr NO. 15�� I My mN g ENGINEER RYAN J.HAp PE No. nTm DATE 1032m9 J Nry ! Nws ou TE%AS EGISTERED CP�� R : ENGINEERING FIRM F-1741 C'8• 70*�*.�a „r ROUND ROCK TLxhS BEGIN N TRU TION KENNEY FORT BLVD--SEGMENTS 2 h 3 STA 110+52.15 GSR PROJECT LAYOUT Ryy�HO'' .,0 MATCH EXISTING h-B��k �i .\ �' STA 110+00 TO STM 131+00 Mf�STFR 4& Rae Au rnLUAMsoN 109 141 os 1�ss pw:Acme rojeete NDR15fiO3.00 B.DO lana antl rowing9 ui neele .3.01 neral 1 .000N9102.dgn /' %l II A/ \\ %/"/•" /1 100 So 0 100 200 SCALE NORM. w8 / PR 8 q?_R / —t KENNET FORT.1. / M + KENNET FORT BLVD. NB 133+00 - PROPOSED CULVERT NO, 14 /• �i rn KENNET FORT BLVD. SB J _ / J 140100 / -_ ~ At 5-+00 3 /. J 150+00 ROP OW MOKAN POW ,___/_—__..—a4.'.—B .—..— --. ' ,\•�� "—�"p7Fbfi�KYw' ROPOE2RETA(�NwG / ® PROPOSED MOK_AN_Row_ STA 152+05.28 —~ MILL/SEAL/OROEARDUWAY Y CSJ: 0914-05-194 ALL PROPOSED SH45 CULVERT PROPOSED DRNEWAY CONTROL OF ACCESS NUMBER OF LANES • \ //•/ .A^ /• // 60% SUBMITTAL FOR INTERIM REVIEW ONLY NOT FOR CONSTRUCTION ewaNG. / OR KRAC PlX ms. cRy -..\ //,/ /• / ENGINEER RYAN 3.HIP Q71 P.E.Na. 11n33 LATE ifY12019 My): TEXAS REGISTERED / ENGINEERING FlIW Fl]41 �\ / / ROUND ROCK TE.)US \\ KENNET FORT BLVD—SEGMENTS 2 h 3 PROJECT LAYOUT STA 131+00 TO STA END PROJECT As x Tows __ 0.1- AU WILLIAMSON 0910 05 15 5 p.:Acl'ne rojecla N 1 0 Ione Ond rpwing3 ut Sheets ner01 1 Nql .dgn CURVE MTA P.1.STATION 72+01.50 PC PT CARVE Iq MDIUS STA OFTSET STA OFFSET I NORTHING 10,159,89144.44786839 CURV-tA J00' 65+0.500 10.00'Rf 65+46.81 7.07'RT EASTDELTA� 1!1331 40.}Y1 CNN-1B 300' 65+86.92 1.43 RT 56+25.73 1.50 LT DELTAS 1,000.0000 (RO CURV-1C 4 69+22.62 9.50'LT 69+TT.6T 1.50'LT I D 1'25'56.62 / CLA -to 4' 70+40.63 2.03'-RF 70+10.63 TANGENT 54.5000 / CNN-IE 300' 65+0.500 46.00'RT 65150.63 49.52'R< W LENGTH 108.9933 CURV-117 300' 65+82.90 54.48 RT 66+78.73 58.00'RT U 8 tjS STA 70+60.00 i BEGIN SUPER ELEVATION 50 25 0 50 100 (' TRANSITION,LT ,EXIST DOR..y SHARED USE PATH SOME FEET �.QEXIST ,.. , .... a:. , n:^ I,1 `CURB h CUTTER(TYII) C, 2.5 _. \ 110DQ 5 0 5 / { `'F KFB STA 69+89.85 r KFB CL-2 -.- -��_ -• ...._ - .Y- g FOREST STA 38+35.04 + SCALE FEET _ -. _... .. ..... .n- N VERT. CURV-11 CURV-18 KENNEY FORT BLVD NB PROPOSED EDP nl � �--�'� 5f1 $ N NOTES: EXISfk1G EDP 66+00 I - / 4-KFB r a 7d+00 I NI ��a m S ` 1 1. ALL DIMENSIONS ARE TO UP OF GAITER WHERE -,- APPLICABLE. "...: .. WRV-1C - r. -I -.? - �► „ 2. ALL STATIONING BASED ON Q KFB UNLESS Y^ r` KENNEY FORT BLVD SB ^'= r, CI1R•/-1D R- a = OTHERWISE NOTED. J. EXISTING GROUND PROFILE 5 AT Q AFB. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE ` " SHARED USE PATH g AND SHALL BE VERIFIED IN THE FIELD PRIOR TO T.."""" CURV-tE CURV-1F CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR PROP ROW FURTHER INFORMATION. BEGIN PROJECT CURB k GUTTER(TY9) ExaT ROw \ / •I IC m 6 GUTTER(TYN) 5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS OF SIDEWALK. STA. 65+00.00 I Q roREsr MATCH EXISTING LEGEND ' I Q PROPOSED PAVEMENT \ I •I MILL/SEAL/OVERLAY _-- 1 CONCRETE Y ®PAVERS 60% SUBMITTAL ---------------------'---------••••----------- ----- ---' -------- ------------ --------------------------------- ------- ---------------- ----- _ ----- ................ __.. - ---- ------- GIN ---- - IM FORNOINTERKXIHsrRREVIEW ONLY rrory a BIDDING OR PERMIT PURPOSES. 720 ________________ _______________ ---------L-------.--------__ ___ _ _.__ ______ ____ __ _ _ _ ___-___ _______ ____-__ _______ A 70k23.85� p�L.EV 713.9p 720 - GIdTCFT';EXISTINC ____ _ CRY c�l GGOI111D ENGINEER THAN J : , �6 , , , , ' , --`- --- _ ____ __ .(-)Q8 P.E.No 117>33 DATE ta32atB -- -- -_-- - _ PCI. sa __ _ _ - 710 ................�-r.-�--___ _.__ ____ ____ _.____ _ _. _ ------------------ --------- ____ _ �•______ ____ __ _ _ _._ _ ___ ____..............__.. .710 i nF EUG r , 7710).. ._ `EI1G n EUC , , �j , , , -------_________________ ___________ TjG � i_v _ ______ N N IRM 1741 WAl4t l�pT+I1N , ELI NEER(R G FSTERF D DEPTH��X � ��UE�I TE E GI APPIbX 4.W 11 , , 700 ROUND ROCK TEXT S , RCP to" 700 EXIsr.42 ' DEPTH APpRDx ; ; . KENNEY FORT BLVD-SEGMENTS 2 6:3 ; w ,r N n •m+ n.•mw �'nn �'H KENNEY FOR BLVD _______________________________- ROADWAY PLAN APROFILE LE __-- -_____ ____ ____ _____ _____ ______ ____ _ ____ ___ -__-_ _. . BEGIN PROJECT TO STA 72+00 , ,ti n n - • ,r ,n .n :n n,r • _:._______-____ _______�_________________ X TEXAS 65 00_____:. Ate...__ n.10 AV WILAAMSON 0914 195 37 pw•:Active rojecls N I Ione ond Drowi,gs/8.30Ut Sheets/8.3,04 oaoway ppOl.ogn NORT/16/G -10.158.362. Z—� CURNIF DATA FASTING 3.1{6.109. CURV-2A "A' 73.!3.{6 2.00 RE 7J+32.29 2.00 LT DELTA 21.54'03.1 (LT) STA 73+6003 1CURV-28 800 73+32.29 2.00 LT 73129.94 10.00 LT RADEIS 2,750.0000 END SUP R E A710N ON LT CURV-ZC 300 73+30.16 58.00 LT 74+99.51 34.00 LT TANGENT 532.0913 CLIRV-20 600 71.99.31 54.00 LT 73+96.96 18.00 LT LENGTH 1,051.1930 DR AY 1 STA 1 . 56.00 LT 50 25 0 40 100 __ _ EXIST ROW s O - CURV=2C T 1 SHARED USE PATH " CURB k GUTTER(lYll) �F HORIZ. �� O CURV-2D� c KFB CL-3) " 5 2.5 0 5 10 N � � I" ~ *74+0111.13, URV-28 SCALE �� FEET 2 Nr c0 - rL KFB-� EOP KENNEY FORT BLVD NO Bo+oo •,_. Z Lr) 1 _ m � NOTES: J u PROPOSED EOP R D 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE _ KENNEY FORT BLVD SB a NI y t APPLICABLE. w F N 2. ALL STATIONING BASED ON q.KFB UNLESS Q + OTHERWISE NOTED. SIDEWALK O 3. EXISTING GROUND PROFILE IS AT i KFB. PROP ROW -- PROP ROW 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE CURB a GUTTER(T19Q AND SHALL BE VERIFIED IN THE FIELD PRIOR TO � 4 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR PROP CULVERT NO.2 FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS KF -1 /. OF SIDEWALK. P, STATIN f04.0 NORTHING 10,159.691.7&39 + w FASTING },1{6065.4441 DELTA 1'331 40.37 0 RADIUS 4,000.0000 LEGEND . --. D 1'25'56.82' TANGENT 54.5000 / PROPOSED PAVEMENT LENGTH 1011.9933 _..-4- .. �� Yl1/SEAL/0VERUY CONCRETE ®PAVERS sivAns r2.1{ r r 720 rr' .gaj rr L K'4096�D � 1 ..._L.45000' 74 60% SUBMITTAL 4" _R FOR INTERIM REVIEW ONLY NO PU�SESDING. r 10 OR PERMIT r r u --ra- -E705167G 7910UIID- _ ----------------- #1 -'* CpT-) aTr r r 1 m 71O G.' ,+ O -� — 710 ENGINEER RYAN J.&/JR i vi Z- — _______________�________r_____._,_._.___.,.____ 1� 8 `+�� o P. Nn tt»33 iE 1032019 iv G r a s r r r CUL NO, r V u —` r r � J- _.____ __. ----------------- ____ _-___ _____ __.. .)a<__ _ _ _ ---------- -------------------- ____ ___.__ 2 , F f NGIEXA NEERINGG FIRM 41 d. . t 700 ED & E 7 L--240.00' , ROUND ROCK TEXAS p'NASLE 7MTEA KEN F - r VI r r a J 48* PM NO ......................... _ .___ ____ ____ ____ ____ _ 640 r r , r r , r . , r , 1 Rz'9°E �ji KENNEY FORT BLVD -:-- .:_ -_:-- -;-- ..:- ROADWAY PLAN dE PROFILE GIW , STA 72+00 TO STA 82+00 o'r -�s sa a�4 x�� ��� a�n a�- R�a a�a r r r CIE ., .,. :� r� a.°' �r- = m s.,m -rte :a ...___ _.___n'n____�"I'----e,e_____n'n____isa:_.__.e,e_.__.n�n___sa=_--_c,on,n.__.n,r__.._e..c..-__nrn-__»a'____.S;o-----Sr_____J"n-----0;c------k'n----Ti,n_._.S„>_.__'-'________`_.-.- <,e.. wi z rExAs 75+00 80+00 5P 1L8 I AUS I MLLAMSON109141 05 1 195 1 3817 , pW: 140 Mjepta N 8. one CM Do*i,gs/8.30Cut Sheets/8,3.04 ood,cy pp .ogn 1 � _ I <� NORTHING = 10158,3628485 1 EASING 3.146,109.430p 1 DELTA .21'S{'05.13 (LT) i RADIUS -2 750.0000 0 ?`O5'00.54' 1 TANGENT 532.0915 I LENGTH 1,051.1950 1 y 50 25 0 50 Icy Ex157 RDW / 1 CURB a GUTTER(m) Z Q 'LI1 PROP r (y PROP ROW •+ �.�, z to 5 2.5 0 5 10 .•. FI –� SCALE VERs. FEET W PROP CULVERT NO.4 -PROPOSEp LOP 90+00 Y Z E KFB KENNEY FORT BLVD NB / 85+00 —'- ,'41 �1 + NOTES: 2 .y --' - —'_y"-- O 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE O APPLICABLE. PROPOSED EOPKF EF I KENNEY FORT BLVD SB \ PROPOSED RETAINING _- WALL NO 1 2. ALL STATIONING BASED ON KFB UNLESS _ OTHERWISE NOTED. '--CURB @ GUTTER(TYII) 'w• 3. EXISTING GROUND PROFILE 5 AT(i KFB. ✓ _� SHARED USE PATH %� - {. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE PROP ROW I /� �.wF AND SHALL BE VERIFIED IN THE FIELD PRIOR TO j/ PROP CONSTRUCTION SEE DRIVEWAY DETAIL SHEETS FOR J / / W/ MOKAN ROW FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR OMITS OF SIDEWALK. / •• '/,/ /, / / �/y LEGEND PROPOSED PAVEMENT 77MILL/SEAL/OVERLAY CONCRETE PAVERS •d 2.1�' o� K w 116 q 720 :L � e6A.Ob' ' 720 60% SUBMITTAL , -------------------------------------- --------------- ----------------------------------------- _ --------------- - - -- - O- F R INTERIM REVIEW ONLY VFl , STA 8+80.00 NOT FOR CONSTRUCTION,SIDLING. , , OR PERMIT PURPOSE , - _J__ b999,� CFkYJ n– i , �1n 710 , DUSTING –––– �–_ _ __ ENGINEER WAN J.IKAIR , •_______y________________•_______�._______r_____ WOUND _ _ 710 , , Z�. �_ _______�__- _.Y_ __ _____ ______ _______ _______ _ _____ _ ____ _ ______ _____ __ __ P.E.Nn tnTxi DATE vJ0•mN ,;-- _ 1.856x K -oA5' Fl REGISTERED , -------------- 700 ' ----------------` ----`------' _-- - -- - Tal t - -�- ENGINEERING . } , �–PROP�ULVERf LIQ.{ ' , J , , • R '{ ROUND ROCK TEXiS a , r , ' Is, KENNEY k 3 , , , , , wA5T0 wAfER KENNEY FORT BLVD __ ROADWAY PLAN do PROFILE a'� STA 82+ TO STA 92+00 n a nb 00 G nm v;n 52:m ;n .9�. 8'^ o rm S;o rv;a S;� Sm r;. W W; o �:r S2 l _ ¢..i o•r �. ei•o ri SP ••• - E=---- 'g "g w--""- ;^ �'� R' ---- ----- -....3"^----"'r� L"r$— "n _. ^— x TDxAs es+oo 90400 SP RIB AUS WILLMMSON 0910 OS 195 pw: Ne rotecis N Ions and ravings CutSheets/8.3.04 oonwoy pp C9n / 1"FB CL-1 P.I.STA& -103+07.80 / NORTHING - 10,156,778.0291 FASTING -3,146 830.3703 / DELTA -6' 121 45.52 (LT) RADIUS -3.000.0000 D -V 54'35.49' / TANGENT - 162.8062 50 25 0 50 100 LENGTH -325.2933 / O —CUR.—B USE PATH NFB Cl_4 O rSCALE H.RIZ. GUTTER(TYII) FEET SHARED ROW O PROP ROW XI EXIST ROW C N 5 2.5 0 5 _ - 10 N Ol F O SG E VEHT. FEET KENNNEY FORT BLVD NB 6 _Q XFB _ ` PROPOSED EDP .,$ 100,00 14 NOTES: Z '^I KENNNEY FORT BLVD SB -PROPOSE.EOP „'� vKjl� W 1. ALL DIMENSIONS ARE TO UP OF CUTTER WHERE --► ^i 1 APPLICABLE. S Hw_+ = 2. ALL STATIONING BASED ON j KFB UNLESS ` I CURB!GUTTER(TTN) U OTHERWISE NOTED. 7 SIUREO US�aA»r�-... ..f----- .�' WALL NO.1 � 3. EXISTING GROUND PROFILE 5 AT Q KFB. m—_... .w,.EIDSf ROW---.. ....... .w -...: .w .u•-_m—..1.w_.w— •'^-E7115f ROW--_—•••• 4. DRNEWAY LOCATIONS SHOWN ARE APPROXIMATE PROP WLVETif PRIOR TO NO.5 - CONSTRAND UCTION.EE DRIVEWAY DETBE VERIFIED IN THE AIL SHEETS FOR IIOIfAK ROW FURTHER INFORMATION. - 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OF SIDEWALK. LEGEND ------__ P�j�, �'e-4N 1 P.I.3TA1 N1113+29.41—. NORTHI 10,156,728.0291 NORTH04 10,135 3.1747 EASTING 3,146,830.3703 FASTING 3147,341.H00 DELTA T 12 45.52'(LT) DELTA 1'S 46'45.29'(RT) RADIUS 3,000;0000 RADIUS 2.438.0000 54 D 2.21'00.41' TANGENT 162.8062.49 TANGENT 294.5824 LENGTH -325.2933 LENGTH -588.3225 50 25 0 50 100 O O EXIST ROW — + SCALE HW. FEET _ E%IST ROW O .°( SHARED USE PATH ClKNB dt CURER(TYII) _ -_ - -' _ O 5 2.6 0 5 10 O mia + SCALE FEET _ ... E E toy+oo � r Ilo+oo�_c�=5 VERT. Tn gni -KFB cL-4J PROPosED OP NFB KENNEY FORT BLVD NB "'f T W — NOTES: 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE vaovosEo LOPKENNEY FORT BLVD SB W APPLICABLE. Z 2. ALL STATIONING BASED ON q KFB UNLESS - r = OTHERWISE NOTED. D RETAINING + U 3. EXISTING GROUND PROFILE 6 AT 1;KFB. WALL NO.1 USE PATH CURB k GUTTER(ml) Q 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE •4i--'a—_� ANDS CONSTRUCTION.B SEE IEDDRIIN THE DETAIL SHEETS FOR FURTHER INFORMATION. 5. 5 SIDEWALK LAYOUT SHEETS FOR LIMITS �„Y, ._... _.... OF SIDEWALK. MOKAN ROW w_ r•��— ETOST.ROW�-..,.,_._-. LEGEND JPROPOSED PAVEMENT MILL/SEAL/OVERLAY CONCRETE ®PAVERS LOYER BRANCH 8 740 R 740 60% SUBMITTAL FOR INTERIM REVIEW ONLY NOT FOR CONSTRUCT BIDDING. ; OR PERMIT PURPOSES. v ,.3LTd+ a. CP�y ,m mN 730 ENGINEER OA & J. NI _g '� P.E.Na 11]]33 IE 130'M9 – – _ _ , �• EX15nyc ca0uwD — -- AS _______ _________ ' _ 720 ENGIENEERING FIRM 801741 , , , , , , _. i_______�_�__________ ___ ____�________t_____._,._.___.r_...._._,....__._, __ ____ _._.. _______ _____ _____.�(•_1487 ___ 110.00'. CD • ROUND ROCK TE'V>.S A ,"RCP f KENNEY FORT BLVD-SEGMENTS 2 k 3 710 KENNEY FORT BLVD, , ..��] TF?' 710 ROADWAY PLAN Qt PROFILE d� STA to + t .�., zoo To STA t 2+00 •.� 8;m n;c ::. �;� R;m .,. �;a, �,� R;� ;n a•m $:= lS�� S;o air ;G sP w.w n,,n , om ri r au .n �' ,¢ r a ------ '`"-----�"�----�"=----- c----�r----�"'=-----E',e_..--D"�---F"^-----�,c-----T"L'---- ''=----_k_";------�"�----�"'.....�"�'-----��----�""-----�-'^-----�'"n----�'^----- i9------'-------`------- �. as rErws 105+00 110+00 s1 AVS WILLMMSON 0910 OS 1 19541 pw: iwe rotects N 1 8. Ions and rawing9Cut fleets oadway Opp05.dgn STAm CIRRVPC CURVE-6A 280 112+38.17 1.51 RT 113+00 2.00 LT 3 m CURY-6B 280 112+39.99 65.96 RT 113+00 70.00 RT :�% 1 O 1"3 CURV-6C 1 118+23.99 10.00 LT 118+23.99 2.00 LT ,% % `\Z CURV-6D 1 117+77.33 22.00 RT 117+77.33 14.00 RT CURV-6E 140 121+33.08 38.00 LT 121+56.30 54.00 LT CURV-6F 280 121+66.30 54.00 LT 122+32.75 46.00 LT CUR W 2B0 121+00 14.00 RT 121+63.11 8.80 In / U BEGIN 13u 60S�PERELE11ATf0i+ /� TRANSITION,LT STA STA t 13+90.00 LT RT C� STA 118+1000 S-TP.120+4G.00 TRANSITION A f / BEGIN Sl1P R1.ON END SUPER ELEVATION 50 25 0 50 100 CURB 6:GUTTER(MI) -/ �TRWSff10N,LT TRANSTION,LT *�/ ���'' WALE FEET O SMWtED USE PATH _. CSUI :/�!/ CURB k CUTTER(MI) - ) CURV 6E O / / L' ��� - S 2.3 0 S 10 + � OSED EOP ...• x� t! jf- FEETY FORT BLVD NB + r SCALE VERT. PROP KFB CL-5 KENNEY FORT BLVD NB M UO \ KFB C, -6 r CURV-6A �KFR / H't,20+00 I � CURV-6C- N NOTES: Z KENNEY FORT BLVD SB �) PROPOSED P arl .1 - D 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE J �. y 1 /S/ CUIN-60 t l APPL1G1BlF. EO _ y I KENNEY FORBLVD SB N 2. ALL STATIONING BASED ON Q KFB UNLESS ! • ' /ry / KI�,� HI a y + OTHERWISE NOTED. Q - /e/(/ f�► 1 _ p 3. EXISTING GROUND PROFILE IS AT(KFB. CURV-68 CURB h CUTTER(7711) u/ r CURB h GUTTER(MQ USE PATH O 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE SNARED USE PATH PROP CULVERT N0. t I J AND SMALL BE VERIFIED N THE FIELD PRIOR TO BEGIN SUPER ELEVATION STA 118+80.00 CONSTRUCTION SEE IMIVEWAY DETAIL SHEETS FOR TRANSITION.Rt D SUPER ELEVATION FURTHER INFORMATION. BEGIN-'IMFVATpN ! 3 m/ MONEY FORT BLVD TRANSITION.NT TRANSITION,RT 'u �. A 117+01.80 __ 5. OF SIDEWALK. LAYOUT SHEETS FOR U4rt5 ---. ..�-_ ; .m--..�-...,�•v �T ROW -GATTIS RD. EXIST ROW -- 6 /O H� M014w ROW LEGEND PROPOSED PAVEMENT MFH CL-5 ,.n ti / MILL/SEAL/OVERLAY h P.I.STATION 113+29.41 a� �'I / KFB CATI ----- CONCRETE NORTHING 10,153,813.1747 STATION . 118+82.1 FASTING 3,147,341.4400 (� NORTHING 10,155,328.9274 DELTA 1T 48'45.29'(RT) FASTING .3,1471491.1387 PAVERS RADIUS 2.4360000 DELTA 9.24 06.61'(LT) D T 21'00.41' RADIUS 1,113.0000 TANGENT 294.5824 D S 08'52.33' LENGTH SW 3225 TANGENT III%-% 3 LENGTH 162.6366 T--- , , , , 0.20' 60% SUBMITTAL _ ___ _ --------------- -------- ____ _ ______ ____ ______ _____ ______ ____ _ _____ _____ GA7115 RD.� -------- OR L.180.00' '- - � F ONLY OR INTERIM REVIEW ON NO , oR PEMAIr 1\XiCASEs. , ---------------- , 8 T FON CONSTRUCTION,BIOOnC 3.2 CP&Y G 740 ' � , ENGN�E RlAN ____•_.--•__�________r__ ._•_____._�____ , ____ _____ _ ______ _ ____ _ _______ __ -____ ______ _-_- __- �- �_______ ________ ____ -- RE,Nn� IITTSY MTEJ.&+:10'1019 -#GIL---- MGA --- -- ---- - , ;9R .1 730 --- ----, - `WTER , + 0.403E , a 1.1 �� CR&U �7 TE%A$REGISTERED pp_ _- _ .� 730 TTMA ENGINEERING FIRM F 7 ✓ = 16- 'I 36'RCS <X 1WATERDWM APPROX 9" ROUND ROCK TEXAS ----;. d KENNEY FORT BLVD-SEGMENTS 2 d 3 720 , , , , , , KENNEY FORT BLVD, 720 ROADWAY PLAN k PROFILE n; 'r STA 112+00 TO STA 122+00 a:n -- 2:.- a,a Sia *G q:, ;i r ,z ,n 'r^ •,� to---- •r ;ti 1� I� $+ Ir g'm IY �I� ��� Nva jm o;%+ .+.�. R;Si �R �� �;" x,n �,� .--6;0 �° R,'R �;^ �;n �,n �'; �R .,Si v,5 v n � mw ___..__.w...__n•n.___ e,n._.._ n..._ m. n R.R._._ N_ .-.__ R....ASA_____ ._.__._ n_... uZ _JSan_..__Nn_._.AJ� A..p__. NRAJ� D.C �. �++ PJB % TEXAS 115+00 .......L._..... 120+00 " g RJBI WS IMU141ASON109141 OS 05 195 4 pw:Acti a rolec e N i one OM rawmgs ,t Bela .. omwey i pp 6.dp CURVE DATA PC P I.$G710N 13+23. CURVE NO RADIUS STA OFFSET SFA OFFSET l NORTHING 10,15{.011.2766 WRV-7A 280 122+04.57 2.60 LT 122+67.7 10.00 LT / EASTING 3,116,123.3623 DELTA 14'44 42.63'(RT) RADIUS 2.490.0000 D r 2 18'03.73' PROP ROW 1 TANGENT 322.1832 -Y / LENGTH r 610.6061 50 25 0 50 100 -CURB k GUTTER(MI) SHARED USE PATH KFB CL-7 O SCALE HOWZ FEET 0 _. O O ... .. .._.. + S 2.5 0 5 1G N41 N N / „ F PROPOSED E. rk KFB KENNEY FORT BLVD NBIN SCALE VERT. FEET Q 125.00 130+00 j �� H NCURV-7A S 25' }7'56.10'E _� _ y NOTES: W mow. Z 1. ALL DIMENSIONS ARE TO UP OF CUTTER WHERE J -PROPOSED EOP / ENo 1T227101IO35 KENNET FORT BLVD SB %�I y � AppuCABLE. = y 1 V 2, ALL STATIONING BASED ON(L KFB UNLESS U H., OTHERWISE NOTED. ..PROP CULVERT N0. 11 j CURB h CUfiQt(MI) SIDEWAL% 3. EXISTING GROUND PROFILE IS AT Q KF6. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO It CONSTRFURTHERCTIIOON.SE DRIVEWAY DETAIL SHEETS FOR _ N. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OF SIDEWALK. Row LEGEND t M01(AN PROPOSED PAVEMENTROW MILL/SEAL/OVERLAY CONCRETE ®PAVERS P DYER BRANCH 76060% SUBMITTAL ----------------._-_-____.._--.__.-____-_._--_-._-.-____-_.--_____ ___.._ _-__ _ _--_ _ ____ _ _____ __-___ _ -_____ --------------- ------------------------------------------- F LY OR INTERIM REVIEW ON NOT FOR CONSTRUCTION IIIDOING011 PERMIT , i CPY�S as PCL EximNc,GROUND � Bc mym-j ' -- BVOINEER RYAN lsuMR --Txi--�------- r--- --------, I -----•-'•-- �<. 1 ___ _- -__- P.E.N0. I1]]33 OATS 1Dg2M8 +'1.1191 ---------_-- ------------_ _____ ______ _____ _______ ------------------------ _____ ____ 8 i w r ; , , %.050. R --________ __ ____n� -----__-__U________._�____J____-___------_ ____ ____ -.-. __-__ _ _______ ______ _ ____ _ _______ ______ _____ ______ _--•_ _--•_ _.... _____ _ ______ � ENGINEERING FIFl FI]41 ' ROUND ROCK TEX7a5 " .o os , oP LK 1'$42, --WASTE WATER KENNET FORT BLVD-SEGMENTS 2!3 Ir 'PROP-- --RT -- -- PLANREE PROFl -74Q------------ ------ ------- ---- ---- ---- ---- ---- ---- ---- ---• ROADWAYLE a'� STA 122+00 TO STA 132+00 �;n (.°;m ;N �;n rn;n �;� 8;� 'Ri;n`, a;n v;m 8;� R;n rn;m g;n �;ry �a � r so , 1 1 _______ ______nr..___AUn_____DJC._.._Nn_...Am__.__OJn_----n•n..._J)U:_._..QiO._.__LVnJf JSp3CB1�n0119..._.DII>_. R'nIXJX :�---- RdX .? � .. Zan RIB x TEXAS 125+00 130+00 RJB AUS WILLIAMSON 0914 05 195 Pw:Active rojeats ane and rawing9 ut eets oadway pp .dgn KF8 CL-8 ' P I.STATION - 142.11.20 KFB CL-7 NORTHING - 10,15J,13S.7953 Z F STATION - 133+23.'�— FASTING -3,148.291.7490 DELTA . ,2'SS'26.28'(LT) NORTHING _ 10,184,011.2788 RADIUS -2,3555 FASTING _3,148,123.3623 D -2'25'54.87' DELTA - 1i 44'42.63'(RT) I TANGENT _266.8489 RADIUS -2.490.DOW LENGTH -531.4329 D -2 18'03.73' TANGENT -322.1&12 ' Gt1RB t GUTTER(rib) y ..—..—..—.. -640.8081 SHAM PATH _ LENGTH 25 0 50 100 PROP ROWn .— Z SCALE HORIZ. FEET 5 2.5 0 5 10 � KENNEY FORT BLVD KFB CL-e__-- l7 _ PROPOSED EDP E KFB NB ry'� SCALE FEET KFB CL-7 13500 I 1401 �� VERT. _ 0= D 51_ 53-13 4I- .E Y NOTES: KENNEY FORT BLVD S8 "' / d ...� N - -PROPOSED EDP P r'4 I'. / N �� NI } 1. ALL DIMENSIONS ARE TO UP OF CUTTER WHERE O APPUCABLE. CURa GUTTER(TYII) -SIDEWALK PROP CULVERT(10.14 PROP SH45 CULVERT O 2. ALL STATIONING BASED ON q.KFB UNLESS B N ' u _ OTHERWISE NOTED. } 3. EXISTING GROUND PROFILE 5 AT Q KFB. -�/.,.�- '•�..-� 4. AND SHA LOBE VERIFIED ERT SHOWN ARE APPROXIMATE T • AND SHALL BE VERIFl RIE THE TAIL PRIOR TO FURTHERCONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR W ._.--- FURTHER INFORMATION. rMOKAN ROW ^ � 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS Of SIDEWALK. LEGEND 1 / - -�'�' 'w PROPOSED PAVEMENT OYER JN�w MILL/SEAL/OVERLAY CONCRETE ®PAVERS m AAA , 60% SUBMITTAL „ K 1 , 770 ; ; 32 770 e OR INTERIM REVIEW ONLY NOT FOR CONSTRUCTION,BIDM10, OR PERMIT PU . YP ------------ - - ------ - ----- ------- ------ ------- ------ ------- ------- - - ---- ........ ------- ------- -------- ---- CPQ �= 760 g R , JJ ENGINEER ER J.&ADI SXISTING GROUND Q 1.1 - 1.2� PGL P. Nn tn733 TE 1002018 _ __ ..------ - --- - , __ __.__ ______ _ . .-___. - _ _ ._..__ _ __ _ _____ _ ______ ____ _ _____ _ _____ ____ _ — , _ — , , , , ,As , TEXAS REGISTERED - -PROP E!R-VENF 440,144 -�- CR&�� ENGINEERING Fl-F1711 >= TE: N ; I , • � ROUND ROCK TEXAS ; TC L r te• s :PROP SIµ5 CULVFR! KENNEY FORT BLVD-SEGMENTS 2 a 3 d KENNEY FORT BLVD 21QROADWAY PLAN & PROFILE ------ ---- ---- - - ----- ---- ---- ------ ---- - ------ ---- ---- 740 ,w o;n ;n n;n �;m n;m r o n ry v STA 132+00 TO STA 142+00 ,v - ;m _ _. Au._.__ Lc.... u`_-- ----fim_..__K.p.___. F�'�----h'r --------------- 135.00 _____ ________ _ ____ , z rErws 135.00 140400 '�` B AUS WILLIAM 0914 OS 1 5 44 p,:/Active rejects N .W 8. ane and rewing9 Cut Sheets/8.3.04 oodwpy pp .dqn IF - I142+11.20 NORTHING 10.163136.7953 DELTA 3116#1.7{9Q DELTA . 1§'Sia 26.26 (LT) RADIUS 2,}y6. 54.67' S7���g_ ,• J' N TANGENT 7 26' LENGTH 631.4329 TRO SUPERATgN J / rnANsnrloN.Lr TA 144+50. /�7.�`y//(J •� �' / �, O .--PROPOSED EDP TRANSITION,LT A - -• 11�l - SHARED USE PATH PROP ROW CURB k GUTTER(TYE) J / •/ o / �� / SO 26 0 60 100 �" l� � `f SH45 i/ �{_ EXTENSION BY o1NER6 SCALE WW. FEET Q n PROP SH45 v � f1JT11NE T- CULVERT -N13 I N1Y / 5 2.s o rn -_ KENNEY FORT �g�.r a Q KFe $ � . <w" - Q L`UWBFR / / 150+00 / / T7 1 6 SCALE VERT. ff Fi S 2.T 48'.39.75'E - -i/ t S 48'39.75' U m L TA 146+40,00 a !fi NOTES: PROPOSED EOP KFB -8 '.j eR �j / I / TRANSITION,RT d 8 / 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE • / -- O !• APPLICABLE. URV-9E -^ FFF--- }' "•'--� 2. ALL STATIONING BASED ON I}-KFB UNLESS -SIO WA K cu cuRv-9 • \`+ ?�. END PROJECT OTHERWISE NOTED. _PROPOSED RETAINING CIfnER ) q/Ry_pC / j/ \���•// • �19 CSJ; D914-GS-194 3. EXISTING GROUND PROFILE IS AT Q KFB WALL N0.2 STA STION. .00 •4, / / J•. MATCH EXISTING 1' AND DRIVEWAY AL LOCATIONS VERIFIED IN THE FIELD PRIORI TO TRANSIN)N,M 16 /� CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR EXIST COIN- `' /°J ....... ,. • (FUTURE EXTENSION)L�M FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OF SIDEWALK. / • //�' rd. / yr S~ ,VOg/ / © LEGEND / PROPOSED PAVEMENT y h wWsuL/ovEauY CURVE DATA / ./ / ©. CONCRETE URVE PIC PT Eff ®PAVERS CURV-9A 14 146+69.95 14.00 LT 146.69.95 14.00 RT CURV-98 { 145+75.32 56.89 M 145+78.09 50.00 RT CURV-9C 104 145+75.32 56.63 RT 1 46+0{.67 108.46 M CURV-90 6 146+04.67 106.46 M 146+15.52 110.42 RF CURV-9E 10 145+36.66 50.00 RT 1 146+45.22 65-52 RT , --- -------- --- --- -_ -- _n__o.__ 60% U BMELEV = 766.61770 _______________,..__._..._._____._.._.__ ___._ _ .... _.___ ___.__ _ TCH EXISTING --------------------------------r _ ____ ______ `__.__ ______ -------- ------- _____ -------- FOR INTERIM REVIEW ONLY NOT FOR OONSTRUCiION BIDDING. 1^ OR PERMIT PUF SES. ♦II1AA ' ' E ------------ ------- -------- ___ _ _____ ______ _____EE _____ ________ __ _ ----- BEGIN PROFILE CT B R MAI CPittY 74 ENGINEER ELEV - J.BWB _ 766.69 deo --- --- ------- --- , MATCH EXISTING MATCH P R. N7DATE ,OY20I9 dUSRNG GROUND - nta TE n ENGINEERING FIRMRF-Ol ldl T , w TER; 8E w��ER ROUND ROCK TEXAS KENNET FOM BLVD-SEGMENTS 2 k 3 KENNEY FORT BLVD ROADWAY PLAN & PROFILE - - -- STA 142+00 TO END PROJECT ,m nJl�__.._Nl�____ ------ J�------ JC__._...0 ._ n• __._Jp_.___.:R....._�l�_.____!D______J 1E%AS 145+00 150+00 AUS I WILWMSON 1091d 05 1 19 45 pW:Active Projects/RN Ions ond Dro,ings/8.30m Sheets/8.3.04 ooeeoy 1 pp .egn U O O J ■ Km : KRIM _ P.I.STA - 110+12. NORTHING - 10.155,430.6359 PROP ROW _ j ZU FASTING 3.146.4151 .-..-..-..-..-..-..-•• K` DELTA 1• 10 51.12 (LT) A RADIUS -6.000.0000 { F GUTTER(mQ MK �E LENGTH 654 157 .7S' �gi'i SOMALK L�APON ATION 25 12.5 0 25 50 12 a322 Gy `�V... G —� G G G n G C __. + SCALE HORIZ. IFFY m. G G 0) r + K S 2.5 0 5 10 g o �� 7-t---- SCALE VERT. FEET � ra-i CAT715 151-1 = SAWCUT i CSR H -—.—_ 109+M 110+00 EXISTING EDP GATTIS SCHOOL R EB y r_ 111'00 1 00 ~ 11 NOTES: I� Z 1. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE m b FO �GATTIS SCHOOL RD WB /SAWCUr � \ = APPLICABLE. _� K U 2, ALL STATIONING BASED ON(i GSR UNLESS U ..:.......,... Up U i-... � -1-I✓T- -- caYc=+L/T_. '_ tN'T kT QOFHERWISE NOTED. 3. EXISTING GROUND PROFILE IS R FE GSR. n {- AND SHY LOCATIONS VERT SHOWN E APPROXIMATE I[ AND SHALL BE VERIFIED E THE TAIL PRIER TO CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. -E_ - 6 DEWALK CURB k GUTTER It 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS ^LT E -- - - OF SIDEWALK. ,4:, �- ®iJ CONSTRUCTIONBEGIN LEGEND W ✓ STA. 1 1 1+26.67 PROPOSED PAVEMENT >E MATCH EXISTING ' ,Yf MILLIWAL/OVERLAY Q CONCRETE ®PAVERS PRELIMINARY -----------------.___.-----------.--------.-------.-------.------------------------._-_-__ _ ___-__ _ ------------------------------ --•. ____-_ _-__ _-__ ---------_ ._-__ -------- 60% SUBMITTAL FOR INTERIM REVIEW ONLY i r NOT FOR CONSTRUCTION.BOOING. r i r r r r r r r r 011 PEMf PlXIF09u r i r r r r r r r T4Q -- LE - BEGIN_______a___ __ ______ _ ____ _ _ _____ _ _____ _____ _ 740 r r ` BEGIN P OFl STA 111+26.67 ELEV - 735.71:CMT: r r MATCH EXISTING N= _ < --------- ----- -=-_`y NOffER RIIN J BlM __ _______ ________ _______ _______sc ________ ----------- _� PE No nTYla DATE {'!61019-EXISTING '!61019 R --- ---- --- ---- rEX NG GROUND f i r r i uu i r r r __.---- ... (- 4567[ A. r i r _zn I 151515+7o. r r L r r r +1�. r ___.___a_______'.____�^Sa^__. 24'RCP_.�____.___c___ __ _____ _______ _____ _ ___ F-1741 r r r r r r r r %AS��IS�RED r r r r r r r r i __ ! .L __! _ ._J________l__ __ ________ _______ ______ _____ ____ _ _______ _______ ______ _ ....... ____ r r r r APPRO%OEPT/1 1.S' r r r r r _____________�________�____ _, _ ENGINEERING r r r • r ROUND ROCK TE r 730 r Y;S- r r ' r r r r r r KENNEY FORT BLVD-SEGMENTS 2 k 3 GATTIS SCHOOL RD. r r i r r - ----------------------------------------. ______ -.-. ___. ______ _._-_ --_._ __.-._ -.__ ___-_ ___ _. ___-------- BEGIN r r r r r r r r r r r r r r d� ROADWAY PLAN & PROFILE r r r � r r r r r r r IN CONSTRUCTION TO STA 113+00 BEG r r r r r r r r .r r r r r m 8. 2 - a, r r� ;9i .R :�{ :R S.X 7S;X aW_.-__Jn.--.--I--------c------m_--_._�r--.._,o-------n._--_.In-_-_ ,n------JR_-___rr:.__._.,c._____Jn__._--rn '"' n_._.ii�n.__- ,n_____ILn____ rl�_____ .e. ac _ _ _ $ 1506+00 1509+00 e10+00 111+00 1152+00 113+00 50 IiXFSI. axI AVS I WILLW190N 109141 05 1 195 pN:AC iv ro7ec(a N 1 lana and raeing9Cut Sheets/8.3.04 oadeoy ppl O.dgn i h -..-..-..-..-..-..-..-..-..- EXISTING GATTS SHOOL RD CULVERT CURB k GUTTER(TYII) SIDEWALK �TO BE EXTENDED " CURB 8 GUTTER(Tl•11) 25 12.5 0 25 50 0 __ PROPOSED EOPO SCALE HORIZ, FEET N ~i O G g g — _--__ E�,FI.BSw .. n K GATTIS SCHOOL RD W 0 00 �. G s 2,5 D s IG ra. m .p - ^i �`-• -_--__ LJ SCALE VERT FFF� f' `SAWCUT /-E GSR 00 1++00 1 11 116+00 / ,• r NOTES. W y CUM-1lA- CI1M-118 ^ IN BT O8�E•- W 1. ALLDIMENSIONS ARE TO LIP OF GUTTER WHERE Z rSAWGDT n Z J K 1ALL STATIONING BASED ____n 2 OTHERWISE NOTED. ON GSR UNLESS A IT AT&T ——— CATTIS SCHOOL RD EB —— —— U Q AT&T AT EOP �► F 3. EXISTING GROUND PROFILE 15 AT CE GSR. AT T T CU -11C +. ORNEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO FURTHER SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. SIDEWALK TO E E - 5. SEE SIDEWALK uYOITf SHEETS FOR LIMITS • OF SIDEWALK. ..+�...•�-vi�+��r..rw.ter, :'.._� EXIST ROW CURB!GUTTER(TYII) UILGIN 5UPUK LLLVATION TRANSITION RT LEGEND PROPOSED PAVEMENT PROP ROW .-_-..-..-..-..-..-..-..-..-.. �MILL/SEAL/OVERLAY ' GMV-11A 11.11 113+10.90 9.56 RE 1115+09.22 13.27 LT CONCRETE CIBIV-110200 116+33.66 5.51 LT 116+58.03 7.DO LT CUM-11C 1 117+31.90 16.00 RT 117+16.88 IBA6 NT ®PAVERS d -0.16' K-:156 d 0A7' L-140.00' 8 K 3b 7b 60% SUBMITTAL _____________ ------ ------------------------ _ _ __ _____ _ ____ ____ ______ _ ----------------gj ____ ____ _ ______ ______ ______ .__. FOR INTERIM REV ONLY 'r`�- lr 11000' 710 I e n T FOR CONSTRUCTION,SBIG DING. i S. OR PERMT PURP09E _ ____ ____ ____ ___ ______ ____ ______ ___. ______ _____ __._ 1 ntl j azo Hi 735 EN006ER MAN J.BWR EYE7ING �`. _.__-- _ ,OIGI861__ ______ _____ --------------- _______ ____ _ ______ ______ �________�____ _ _______ ____ _ PE W. 117193 GATE a'fD2019 ----------------- 730 --------------------------------------------- -$ --------------------------------------- 4;-_ TEXAS RCGISTERED _____ _____ _____ ____ _ __ _ X EN 1 RM F 1701 i i _ �_ _.�. GNEERINGFl E705I6iGJGATns �'E a 730 & :: 46' 7gm mo cL ' ROUND ROCK TEXn WMTEF ' KENNET FORT BLVD-SEGMENTS 2!3 7 __ ______ ________________________________________________________ ._..__ .._ _ _ ___ -___ ___- ____ ................. __-- ..._ GAMS SCHOOL RD. ns ROADWAY PLAN dE PROFILE o'm STA 133+00 TO STA 118+00 �m qui, �i'nr9j�r4 qi8 4i{: R:n q�q e..... sv R R Iia raj., n r�''" I� �j an____-Am:R____la J:_____Da?-_.__ R__-_IaJX_____ an____-R.R___- U:__--_L.ax_____NC�.____JI JXa _______________A.._._ °`°'•. aB % TE415 113+00 111+00 115+00 116+00 117+00 118+00 sF 4u19x 'F' LLB AUS wILLMM50N 091A OS 195 1 47 p.:Acme rolecta .-or16 neeta .. p00.oY pp11.Cgn \ `jj STA 1 I B+RSOPEA4A716TI dt, TRANSiRgN,LT 2 A 1 1+ Z N Z GIN SU N N I U+ A ION `g � EIEVATpN ��. TRANSRbN,LT TRANS00N,LT TRANSITION.Lr . ,.. = _.. SIDEWALK CON'Exlsr aow_ c0 -SIDEWALK CU & r` R EGIUW W�tL+Bl (E KFB�G u Zo CURV-,z0 zs 12.5 o zs so O - PROPOSFO OE ~ PROPOSED EDP p SCALE 12• FEET GATnS SCHOOL RD. WB n GATnS SCO R . WB CSR STA 120+-.22 Q GSR r Q KFB STA.117+01.00 9 r .: N SCALE VERT. FEET 20+W Li 121+` \ / 1z NOTES: '— Z - - - ' �. ((00�� 1. APPLICABLE. NESIONS ARE TO LIP OF GUTTER WHERE J PROPOSED EOP SATVCUf �_.------ a ...- �. - CURV-12C F� -� 2. ALLOTHST TIO N BASED ON q GSR UNLESS H D. FD- ` �► [M GAm scAooF RD.€.EB L) } ET(ISRNG GROUND PROFILE IS AT Q GSR. GATTIS SCHOOL RD. EB F® — FD AT&T ~ ZE 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE E -----�.•*'�'E \ AND SHALL BE VERIFIED IN THE FIELD PRIOR TO FXlST ROW CONSTRUCTION.SEE DRNEWAY DETAIL SHEETS FOR PG11T+jpb4 �^ FURTHER INFORMATION. 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS OO PROPOSED EOP SIDEWALK OF SIDEWALK CURV-12A TA 119+60.00 O 1 n CURB&GUTTER(\I) I LEGEND yDEWALK CURB& END SUPER ELE'VABDN TRANSITION.RT u T�121+6D.00 PRO ROW GUf/ER(Tl'll) t BEGIN SUPER ELEVATION O PROPOSED PAVEMENT TRANSITION.RT :. ••—•.—..—PryOP ROW —K\\\ \ ~ \ M �ESFTOVERUT CONC i ®PAVERS CURVE DANA PCPT W lVA 150 118+28.50 i 30.04 RT 110+45.40 39.00 RT CURV-1204.5 119+50.34 10.00 LT Ill9+30.34 CUfN-12C 4.5 121+31.50 13.00 Rf 121+31.30 8.00 Rf CURV-120 200 122+54.24 W.00-LT 1 122,75.511 50.01 LT 0.76' eK` 79 L- 220.00' EA% SUBMITTAL FOR R IM REVIEW ONLY NOT FOR CONSTRUCigN.eIDNNG, K-348 GR PERMIT RAPOSES i 740 140.00' m -_ - � --�- - 740 ------- c R&Y: ENGINEER RYAN ��. cosm_ortim--------------- __ —..___ _____ _� _ _______ ________ ____ ----------------------. PE No. nTYv DATE 430201Y 735 r --- - A --- --- T+� --- --- --- A 4 736 4i 8 J c TEXAS' ENGINEERING FIRMRFI . � � WALE _______-________-______ _______ -------J--------l ____ .___ ........ _-_-.__ EN 741 730X �I &ROUND ROCK TEXAS 730 KENNEY FORT BLVD-SEGMENTS 2&3 GAMS SCHOOL RD.i i d $ g," �_-------- «, a;.- A a 8'' STA 118+0o TO STA 123+00 r ; x:R LS.� R:� ;.:g C;n rrt^n 9f;.^ R;� R,SI S:n S.3 •'. awe ." � e... x TEXAS ------it �__._nun_.___e•,c_____n'n.___nun____.a,c____.n•n____nun_____e.,c.____n•n_.__n�r____e„e__.__n.�.___nun_..__e'c____-nen__._nor_____�,a...............•._.____ _ 118+00 119+00 120+00 121+00 122+00 127+00 Y RN AVS WILLWASON 79 14 OS 195 p,:/A tiwe rgec s N lane oM ratings N1 Sheets/83.04 mdway ppl .Agn D DRIVEWAY 2 (W(5 STA 126+28.00,44.2018 LT EXISTING SIDEWALK TO REMAIN p EXISTING SIDEWALK TO REMAI . IXISf ROG LLL COMM COMM .._ #v .. SIDEWALK COMM AAAA._. CURB k GUTTER(TYIQ - - --T--. _. -. .--...- _..� COM Z COMM COMM. EXIST ROW G C CG G C - -- ----- - -- - ---- -------- -- ----- & a - -- GAm CL-3 -------- ------- ----------------------- 25 12.50 25 50 CUM-13A URB k Gl1TTER(TYIQ � . D � __.__-___. __._:-... �..0 n SCALE HORIz. FEET } �� I r 5�.5U5 0 1,T r PROPOSED EDP + SAwLLfT K Z -� Hf GA71S SCHOOL RD WB / CL-2 ® 141. m L SCALE VERT. FEET� N Q 0o r 124+00 �.GSR 125+00 126+ CUM-I CURV-13D 127 CUM-136 n r _ _ _ - - N 3 ...E NOTES: 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE W ..,.. K N APPUCABLE. z �- 14 OD J AT&T } '---UNK---- + 2. All STATIONING BASED ON(i GSR UNLESS Ai T ATkT A i 'F9NK-- -U - -� TJNI -•- O U y __ 4_-_ AT&TATT _ _ ATkT -_ ATkT FO p OTHERWISE NOTED. Q CaAJTI$ $(.`RODE RD PROPOSED FOP E E -�--"-- J. IXSTING GROUND PROFILE IS AT E GSR. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO / CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. ��I I 5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS _-- _.. -SIDEWALK CURB k GUTTER(ttll) OF SIDEWALK. PROP ROW III ili Jlr='iII PROP STA 127+20.00 LEGEND STA_124+ LVA TRANSTIONS,LT//RT PROPOSED PAVEMENT EMD 5UP Si�1S�20L00� TRANSITION.Rf MILL/SEAL/OVERLAY GAIDS CL-2 GATTIS LL-3 Q. CONCRETE P.I.STATION = 125.24A-4--- P I.STATION -126+66.67 NORTHING - 10.155.507.1643 NORTHING - 10.155.539.5376 ®PAYERS FASTING },t 47926.}25J EASTINC -3,1481266.6400 QEllp DELTA -7 32 24.96-(LT) DELTA -3.O8 36.118•(RT) COIN-13A 200 123+41.92 50.79 LT 12]+66.29 49.00 LT RADUS -3,000.0000 RADIUS -3,000.0000 WM-138 250 124+31.34 6.00 RT 124+65.12 3.56 RT D - 1'S4'35.49- D - 1'31 35.49' cu 3C 250 125+65.46 10.43 LT 126+13.63 11.56 LT TANGENT -665150 TANGENT -62.3142 CURV-1301 9.41 1 125+76.41 10.90 LT 1 125+75.70 7.92 RT LENGTH - 133.0081 LENGTH - 164.5871 _.._ 60% SU BMITTAL 00511NG GROUN ice' ; ; . FOR INTERIMREVIEW ONLY NOT FOR CCNSTRUCTION,9IDDING, OR PERMIT"POSES. _______!_______.Y.___ _y�yy__ • PaNr « 5. s CMT. N= - • � � ENGINEER _____ _r_______-_______ MAN J N PE Nw tl]Tti DATE &�YA4ot9 aa: 7St - , .X50---A___.___J__. cai _ 4 � M. . �_ _.t ' E. ENGINEERING FIRNRFI]41 A ' 1*7 ROUND ROCK TEXAS , , te•RCP -,- � ,- --% :DEPTH APPRO%25 70. t KENNEY FORT BLVD-SEGMENTS 2 k 3 GAMS SCHOOL RD. 735 3w ------ ------- ----- ----------------------------------------------- - ----- --- --- ---- --- --- --- --- ----- n' FILE STA 123+00 TO A 1 + ' a;n Ip; o;� .- STA 28 00 a �:x R;. �;. .;� �s �!'� .x a e;n aix �;� �;� �;n �,n xin �� R;� pig ! �..•.. =P .�. r ., s Q __-_-_',W-__._nlg-__-n;n'_____e.c_____n•n____nu�____n,c____-n,n_-_.nu`-___ n.___R;n_____�;c_____ _ ___ .c____- •n____ u:___- _`_----- n_.__ ue_-___F,c______'___--_`_--__ A� x c-___ s__ 123+00 124+00 125+00 126+00 127+00 128+00 1 wag' Ue AUS WILLUM50N 0914 OS 195 p,:Ache rojecla N 1 6 Ions ontl ravings 0 Cut Sheets7g.3.04 Rwd,ay/ISW3.00ROppl3.dgn PTR CL-3 P.I. HIND N 128+66.67 NORTHING 10,1 SS.539.5378 FASTING 3.1 b,288.e40q DELTA 3 OB 38.110 (RT) RADIUS -37000,0000 µGENT :82.3142 SA9' O N CURB Bt (TYII) LENGTH 164.5871 C U SIDEWALK � X SAWCUT — « —--�- ...._......... ..Exsr Row .,� ...�.�/ K. � NK ��ev i�....�pjNK .._E UNK i U/T —_U� tlAT � � .I• 25 12.5 0 25 50 O ��"_ U N"----) UNK——.�._ + SCALE FEET NK-� .. ,..... .IlL GSR G NK + - -_� G w O1 IlON2. OD N GATTIS SCHOOL RD. WB a EXISTING EOP 137+ SCALE FEET NBT FFEET131+00 132+00 g J 42'34'E Lu NOTES GATTIS SCHOOLRD. EB 1. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE S —.--- APPLICABLE. w � ~ FO J 2. ALL STA IONNOTE�VD ON rE CSR UNLESS UNK'— —.UNK ? I . FO _.—_. _ VO —_- — FO' ... Jp` Y Ate` 3. FO (EEXISTING GROUND PROFILE IS AT GSR. SA � E T EXIST ROW E —�"E E _^; E E Y' TIFF-. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE 5Ip�PARAOI�P(OSED EDP AND SHALL BE VERIFIED IN THE FIELD PRIOR TO ROH'" I .,.... .S __. CONSTRUCTION.SEE DRNEWAY DETAIL SHEETS FOR I PROP �ND­CONSTRUCTION _ � FURTHER INFORMATION. 5. SEE SIDEWNX LAYOUT SHEETS FOR OMITS CURB:GUTTER(IYB) ttk of SIDEWALK. STA. 129+13.12 I, MATCH EXISTING LEGEND I I O PROPOSED PAVEMENT MILL/SEAL/tNERLAY II CONCRETE ®PAVERS ------------_------------------------_--------_-------_-------_--------_---------------_______ _____ _____ _____ _____ _____ _______ ______ _______ ____ _ ______ ______ _____ 60% SUBMITTAL :. FOR INTERIM REVIEW ONLY NOT FOR COFLSTpIICTgN.BIODWG. ' OR PERMIT PURPOSES. 770__.a________________L_______a_______J_..____.c------------------------ ------- -------'___.___y-------------------- __ --------------------------- a _____ _7411___ ______ c 'i CR&Y ao � Vi=a - END PROFILE ''�� � � � Y J. mac___•__ ' ' ' S. ; ; !M6AFlH! 9+13.12 > _: a 30 TbINT PE NO. 11)793g - 764.6976s TEXISTING 1 i t i rn g --- - ----- - -'-------------- ------- ---- ------ ---------------------/'' + -- - ;R r U ED .0 S ' ENGINEERING FIFlRF-1741 ; ---------------- -----L____.__,_ ____ ________ _______a_______.________ _______a_______-________-_______-_-__-_ _ _ _ _ ____ _____ _ ____ _ -__ ___-___ _-_-__ ___-__ ______ ___-__ pp DEPM15;7�APPRO% ow% ROUND ROCK TEXAS 760 -1y��-%------ ---- ------- ------ - ------ ------- ------- ----- - ---- ---- ---- ------ 770-- ----- 1. KENNEY FORT BLVD-SEGMENTS 2 8:3 --------- -------- --•-•- -------------------------------------- --- --- --- --- --- --- --- --- --- GATTIS SCHOOL RD. ----- ---- ---- --^- -;-- -•:- -- ROADWAY PLAN ac PROFILE ^ gig' STA 128+00 TO END CONSTRUCTION e ;e e R a ......_w.....n'n_____In-----�.c_.___m____n�n__.._ '^ '^ .. .,. RJe x TExAs 128+00 129+00 130+00 131+00 132+00 133+00 jr RJB I AUS WILLIAMSON109141 OS 1 195 1 so pW:Active rojacb N 1 8.00 Plons ad —ings . Cut Sheets 8.3.04 -dway 1 ppl4.dgn SEE KENNEY FORT BLVD. [�P— PROFILE SHEETS FOR MORE INFORMATION ........... E —FXW ROW. E E E E E D3ST RON. E U T E E E E PROPOSED EgA SIDEWALK + ,7 25 12.5 0 25 so --T TA Slf2 CT 43 SCALE HORJZ� BEGIN LON _U ��N - -—-— - — 00 '45+00 SAW.T '"�WSH 45 WBIR 14� FEET T- 5 2.5 0 5 WBFR / SH 45 EBFRC-) SCALE VERT FEET KFIl STA 147+05.59= Jj KFB WBFR STA 144145.52 LXISIINU LDF' - `Og51MIC EDP O. NOTES: 1. ALL LICABLE.DIMENSIONS ARE TO UP OF GUTTER WHERE APP 2. ALL STATIONING BASED ON q WBFR UNLESS OTHERWISE NOTED, EAS711413 EDP ENISTING GROUND PROFILE IS AT @.WBFR 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE IS..EOP AND SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION,SEE DRIVEWAY DETAIL SHEETS FOR FURTHER INFORMATION. NORTHING 17150,290.6255 0 IYI� 5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS EASTING 504;90 OF SIDEWALK. D152.5000328 ff.25 DELTA 06� RADIUS 17 (RT) LEGEND LENGTH 6.755.2579 PROPOSED PAVEMENT .00000 yywy 0 0.2000.'13.3 2' SH 45 WBML TANGENT 3.422.7865 rk SH45 MILL/SEAL/OVERLAY 319100 720'+00321+00 \ CONCRETE \. \ _.. \318+00 -—-—-—- PAVERS 60% SUBMITTAL -7w--- ------- ------- -------- —----- --------- -------------------------------- ---------------- ---- -7am--- FOR INTERIM REVIEW ONLY NOT FOR CONSTRUCTION,W DING OR PERMIT PUFIPO�s. ------------------- ------------------------------ ------- ------------- ------- z c Ry. aj. ENGINEER ANTHONY J.SERDA Ni< - IJ X10 ----------------- -------------- ---------- - ----------- T------------- ---- _7m--- F.E.W. 106300 PATE o --------------------- ...... ---------------- ------ ------- T..S art C FD&-UF ENGINEERING 11.F-0.1 --------- ------- ------- --------L-------I-------ji---- --------_______----786___ NO ROCK TEVS L -------------------------- Roup SH45 WBFR 'F -750... ------- ......... ------------------------- ---------------- --------------- -------- ....... ------ -------- ------- ---------------- ------- ------- ------- -----------7w--- ROADWAY PLAN & PROFILE BEGIN CONSTRUCTION TO STA 147+00 A -------------- ------ ------I Is-------I,---------------------- ------------- --------I,------------------------------------I------- ---------L------- x TEXAS 142+00 143+00 144+00 145+00 146+00 147 —I — I=� I WO I AUS I MLUMSON 109141 05 1 195 1 51 P.:/Active Projects/RNDR15603+00/8.00 Plan,and Drowi,gs/8.30 Cut Sheet,I/8.3.04 Rood,oy/15603.DORDppl dgi, .._. .W -__. ......... - w ..... ...... _... A ......... .......... W -.-_. �, ........... ....-._ ,. .. ........... .. W, ................... h ....... µ E pREpp pE�W—�1!.- E E E E E E E p E. [ EOP �E —y— E E E _ E E E E + lE WW - E W yl E -CURB R GUTTERtMI) WWE /'� �� —C� `T ROW E v cuRv-161 ® WW —— Q ,` ......... .._.. ................Ww WW WW 25 12.5 0 25 50 ao 148+00 141:f 150+00... ... ..... .:.:: L61+W 151 +00 SCALE MM. FEET w - - --GIIRV-168 -—-__ ..`-_-—._-_- ._.- S 2.5 0 S 10 a 3}I 45 WBFR- — — xlmNc EOP a S 80' 02' 28" Hb SH 45 EM a SCALE VERT. FEET i NOTES: 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE _ APPLICABLE. 2. ALL STATIONING BASED ON Q WBFR UNLESS OTHERWISE NOTED. 3. EXISTING GROUND PROFILE IS AT Q,WBFR. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO H4 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR 81.65.59 FURTHER INFORMATION. SH 45 WBML NORTHING = 10.11552•`58004.0328 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS RDELTA ADIUSEAS17 32 18000005 (RT) or SIDEWALK. D -0' 13.32 TANGENT 3,422.7865 LEGEND lFNG7N -6,755.2579 E SH45 y C2 PROPOSED PAVEMENT G JYi+00- - 32—.+00 - - 3 3+00— —. .. 727+00 �MILL/SEAL/OVERLAY . - -—- -—- �CONCRETE \ ®PAVERS ICURVE No STA ICURV-15A 140 QE I SEA 87+73.02 16&20 LT 66+06.45 163.80 LT CURV-168 2B0 68+06.15 183.80 LL 68+73.34 175.1 LT MINE!w-ME Mill ME MITI 0 1110 WAV m 2901....__ �.._..._.. ........._... ..-... ._.._._._.. .. _.r .. ...r.....` _'_'_ _._. -_ _. _ -.._. .. _ ... - _ ........t. _ _._. .... _ _._..._ :_7S0� F ONLY 60% SUBMITTAL OR INTERIM REVIEW ON NOT FOR CONSTI u TON.BID W. 1 ! 1 I I OR PE—PURPOSES. 1 :..........__;_._._._ ... _. I _ _ _..._..._ .. _.._..._. _.. -..._..._ -.. -.....- l.. -...... ... 1.- i- CRy.: mN ... .- -•.--" _......._.._.._.._ -•...._...- --- I I ENGINEER ANTHONY J PDA 28 ------ma P.E Nw 1030DATE 4302019 u i , r _ 1 I I IWNEERI FlRMU TEXAS RED F ~ 27Di -.1__ _____._ _. . _ - _ i - _ _ .. i._._ _._ .._.__ _i_ _ _.._ �_M 31 i i 44 CPB I '1 •. , _- I I - EN NG 7 1 1 I I I I I ROUND ROCK TEXAS 1 I ' 45 WBFR z6n.-d-•,� !-------- 'p ,tl ' - ' ' N ---_-----____ •------. - -----__. ___ _ ._ __ fROADWAY PLAN dPROFILE STA 147400 TO END CONSTRUCTION g�+>< ,� •� F !� _-'S'w------Vin ----•1' _-c_._----'n------U'-'----'�---._.�a�------'n----`-'�- -n `n -Q -------- i ;a 'a -,�o`_-----�s------`------- X -`--- _ ____ -----. ------------- ------' n ------n----- 147+0-0 148+00 149+00 1500 151+00 152+00 WB AUS WILLIAMSON 0914 OS 195 52 pw:Active rojects RN R15603. Tans and rawings ut mets 8..04 RoaOwoy 15603.DORDpp16.O9n EXHIBIT C Approved Construction Plans To be made part of document prior to beginning of construction EXHIBIT D Certificate of Insurance (TxDOT Form 1560) To be made part of document prior to beginning of construction EXHIBIT E Attachment A (FHWA Additional Requirements) To be made part of document if applicable