Contract - TxDOT Texas Dept of Transportation - 10/22/2020 (2) d7/wyafsdon
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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 they t1• day of fpr -29-2Bp 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
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 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
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 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.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 (i?i day of 2020 and the
State on the day of 2020
STATE OF TEXAS
Executed and approved for the Texas
1
(Nameof other party) Transportation Commission for the purpose and
r effect of activating and/or carrying out the orders,
and established policies or work programs
By: heretofore approved and authorized by the Texas
Signatu
Transportation Commission.
M"N By:
inted Name Director, Maintenance Division
Title Printed Name
Agency Date
19tp � APPROVAL RECOMMENDED:
Contact Office�'Cand 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.
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 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 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 MIORGANIXayor
City of Round Rocif,Texas
ATTEST:
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SARA L. WHITE, City Clerk
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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,
i
Travis County, Williamson County and Capital Metropolitan Transportation Authority
("CapMetro") entered into an Interlocal Agreement (the "May 22, 1989 ILA") with the Texas
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Department of Transportation (`TxDOT") wherein the parties agreed to share in the costs to
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acquire the abandoned MKT Right-of-Way; and
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WHEREAS, the above-mentioned entities were successful in acquiring significant portions
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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
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subsequent planning and studies, was moved eastward and would henceforth be called SH 130;
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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 thepreamble of this Resolution are hereby found and
declared to be true and correct and are incorporated herein and expressly made a
i
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. '
1
The City Council hereby finds and declares that written notice of the date,hour, place and
i
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
1
open to the public as required by law at all times during which this Resolution and the subject
a
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:
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KareA Thompson, City Secretary
2.
APPROVED AS TO FORM:
rtes Zec City Attorney j
Denton Na arro Rocha Bernal &Zech, PC
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Exhibit A
Proposed Kenney Fort Blvd Extension Easement ROW M.Kan MoKan Comdor ROW
MoKan Right-of-Way Proposed ROW lllllllllllllllllt ROWTexas Permanent County
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€ ORDER REGARDING EXTENSION OF ARTERIAL A
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
i
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;
004os825.00cx
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
jpart hereof.
i
i 2. The County hereby gives its consent to TxDOT to allow Round Rock to utilize
i
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 lv�day of , 2018.
Williamson County,Texas
ATTEST:.X)rL-��
�-
Nancy Rito ,County Clerk
1.
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Exhibit"A"
Encroachment Areas
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EXHIBIT
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• ; y 1 �\\ter`��a�5
'Proposed Kenney Fort Blvd Extension Easement IMROW MoKan MoKan Corridor ROW
MoKan • ... - - C�8c�
- • -. • • L=� . ROUND ROCK IhXAS
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RESOLUTION
OF THE o
CAPITAL METROPOLITAN TRANSPORTATION AUTHORITY o I
BOARD OF DIRECTORS
STATE OF TEXAS 0
COUNTY OF TRAVIS RESOLUTION (ID # AI-2018-837) o
City of Round Rock Mokan Corridor Agreement
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WHEREAS, the City of Round Rock ("Round Rock") is in the process of designing the 0, i
extension of Arterial A (hereinafter referred to as the "Extension") from Forest Creek
Boulevard to SH 45; and
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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
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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 1
Texas Department of Transportation ('TxDOT") wherein the parties agreed to share in c°
the costs to acquire the abandoned MKT Right-of-Way; and N
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 ti
Pflugerville, Williamson County, and Capital Metro; and oco
F
o
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 o
allowed by this Agreement to accommodate the future Mokan transportation corridor
facility.
NOW, THEREFORE, BE IT RESOLVED The Capital Metropolitan Transportation E
Authority Board of Directors hereby gives its consent to TxDOT to allow Round Rock to U
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.
3
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Attachment: Resolution-AI-2018-837 (CMTA-2018-68 :Agreement for the City of Round Rock Mokan corridor)
7.6.a
Capital Metropolitan Transportation Authority MEETING DATE: 9/28/2018
Board of Directors (ID#AI-2018-837)
City of Round Rock Mokan Corridor Agreement y
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 c
the extension of Arterial A (Kenney Fort Boulevard) from its current terminus to SH 45. a
E
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FISCAL IMPACT: e
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This action has no fiscal impact. c
2
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STRATEGIC PLAN:
Strategic Goal Alignment: c
3. Community W G
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Strategic Objectives: '
3.2 Build Strong Community Partnerships that further Capital Metro's mission and
vision. w
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EXPLANATION OF STRATEGIC ALIGNMENT:
Capital Metro has an interest in assisting our community partners in furthering projects E
a that support their communities while preserving future transit options. a�
Q
BUSINESS CASE: 00
Capital Metro has, along with other transportation agencies in the region, identified cc
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 g
preserved to the maximum extent possible. Because the current project under j
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. o0
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-
0
aligning its roadway to accommodate the development of the MOKAN corridor.
0
N
COMMITTEE RECOMMENDATION:
This agenda item was presented and is recommended for approval by the Operations,
Planning and Safety Committee on September 17, 2018.
t
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
i
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Packet Pg.;44
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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
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
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 o
transportation corridor facility." This statement includes language that, in the event the a
MOKAN corridor is developed for high-capacity transit service, the encroachment will
not be a detriment to that effort.
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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. z
.02
DBE/SBE PARTICIPATION: Does not apply. E
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` PROCUREMENT: Does not apply. 00
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RESPONSIBLE DEPARTMENT: Planning and Development 0 R
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EXHIBIT A
General Layout and Location
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EXHIBIT B
Proposed Construction Plans
(Metes and Bounds Description)
60% PLANS
BID DATE:
DATE CONTRACTOR BEGAN WORK:
ROUND ROCK TEXAS DATE WORK WAS COMPLETED Q ACCEPTED:
FINAL CONTRACT COST:f _
INDEX OF SHEETS CONTRACTOR:
SHEET NO. DESCRIPTION CITY OF ROUND ROCK
DESIGN SPEED: 45 MPH
1 TITLE SHEET ADT(z01 s)- 5.779 VPD
20-36) a 124 VPO
2 INDEX OF SHEETS TRANSPORTATION DEPARTMENT FUT(NCTIONAL CLASSIFICATION:URBAN MAJOR ARTERIAL
KENNEY FORT BLVD - SEGMENTS 2 & 3
KENNEY FORT BLVD — SEGMENTS 2 k 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
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.
SOUTH OF SH 45,CONSISTING OF GRADING,BASE.
STRUCTURES.ASPHALT CONCRETE PAVEMENT,ILLUMINATION, TA 65+00.00
SIGNING,PAVEMENT MARKINGS. BEGIN PROJECT
0 COUN 79
I HEREBY CERTIFY THAT THIS PROJECT WAS
CONSTRUCTED IN SUBSTANTIAL COMPLIANCE
WITH THE FINAL AS-BUILT PLANS AND
SPECIFICATIONS.
s
DATE
KENNEY FORT BLVD.
STA 152+05.28
END PROJECT
122
NOTES
60% SUBMITTAL
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 35 FOR INTERIM REVIEW ONLY
LATEST CITY OF ROUND ROCK,OR TXDOT STANDARD
SPECIFICATIONS,AS INDICATED IN THE PLANS. TXDOT NOT FOR CONSTRUCTION.BIDDING'
OR PERMIT PURPOSES.
N STANDARDS SHALL BE USED UNLESS OTHERWISE NOTED. U
45
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REQUIRED SIGNS SHALL BE PLACED IN ACCORDANCE � C N
WITH TXDOT STANDARD DETAILS AND THE-TEXAS MANUAL
YON UNIFORM TRAFFIC CONTROL DEVICES." ENGINEER ANTHONY J.SEROA
P.E.No. 108900 DATE 63D2019
SUBMITTED BY:
Y
IS OUN ENGINEER DATE
TDLR INSPECTION REQUIRED
40T TOSCALE , REVIEWED BY:
EXCEPTIONS NONE BEARING EASED THE 6( RNSTATE9 PWVE
EQUATIONS, NONE CENTRAL TZONE LIEm.AND ADJUS 83Etl ON 9J). CITY OF ROUND ROGKd.E.:iMNSPORTATION ENGINEER DATE
R.R. CROSSINGS NONE SURFACE USING PROJECTED SURFACE
ADJUSTMENT ACTOR OF 1 000084953.
REVIEWED BY:
GERALD POPoHLMEYERKPROJECT MANAGER DATE
a
OWNER:
ALL RESPONSIBILITY FOR THE ADEQUACY OF REVISIONS
TRES PLANS WHOPLANP TNEARCITYE 0 M.IN REVIEWING T THESE 2NS WITH THE ENGINEER CiRound ost M0k.TXStmt
crn&��CIPof Round R=k &Y.RESRMI ER�ECISTRAjIDLry�O FSUIE IJ00 N0. DOC. DATE APPROVAL
MUST RELY UPON THE ADEQUACY OF THE WORK
OF THE DESIGN ENGINEER.
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(1)-10,O6:OM(5)-04,DROM(NA)-04
GENERAL NOTES(NOT INCLUDED) 57 OFFSITE HYDRAULIC DATA SHEET PM(1)-12 THRU PM(4)-12
ESTIMATED QUANTITIES SUMMARY(NOT INCLUDED) 56 - 73 ONSFrE DRAINAGE AREA MAR FPM(1)-12 THRU FPM(3)-12
3 - 5 PROJECT LAYOUT 74 - 79 ONSFTE DRAINAGE CALCULATIONS SMD(GEN)-08.SMD(SLIP-1)-08 THRU SMD(SLIP-3)-08.SMD(TWT)-08.SMD(FRP)-08
6 - 8 TYPICAL SECTIONS 80 - 95 DRAINAGE PLAN h 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(BW1)-09,SMD(8W2)-08
TRAFFIC CONTROL _. 100 - 114 CULVERT PLAN k PROFILES AND HYDRAULIC DATA SHEETS WV k IZ-96
9 TRAFFIC CONTROL.PIAN NARRATIVE 115 STONE RIPRAP DETAILS
ED(1)-03 THRU ED(6)-03,ED(10)-03 k ED(13)-03
10 ADVANCE WARNING SIGNS 116 BOX CULVERT SUPPLEMENT
L1JY1-07,RD WM2-07,R fN0-I1
11 TYPICAL SECTIONS-PHASE 1
I-11 THRU RIP 4-I1
12 - 15 TRAFFIC CONTROL PIAN-PHASE I DRAINAGE STANDARDS RS(1>-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 STORM WATER POLLUTION PREVENTION(SW3P)
21 - 23 TRAFFIC CONTROL PLAN-PAUSE 3 PSET-RR EROSION CONTROL PIAN
CH-PW-O ENVIRONMENTAL PERMITS.ISSUES AND COMMITMENTS(EPIC)
TRAFFIC CONTROL STANDARDS BCs
11C(1)-I3 THRU OC(12)-13 SCP-5 EROSION CONTROL STANDARDS
TCP(1-1)-12 k TCP(1-5)-12 SCc-MD TCEQ REQUIREMENTS FOR RECHARGE ZONE(ALIS DISTRICT)
TCP(2-1)-12 k TCP(2-6)-12 SCP-MD EC(1)-09,EC(2)-93 THRU EC(3)-93
TCP(3-2)-12 41 TCP(3-3)-13 MC-MD CONCRETE RIPRAP FOR VEGETATION CONTROL(AUS DISTRICT)
TCP(5-1)-12 MC-5-23
TCP(7-1)-13 SETB-PO
WZ(UL)-13,WZ(BRK)-13,WZ(RCO)-13.WZ(M)-13,WZ(STPM)-13
AaSORB-13 RETAINING WALLS
ACZ(350)-13 117 - 120 RETAINING WALL NO. 1 PLAN!PROFILE
CSB(1)-10 121 RETAINING WALL NO.2 PLAN A PROFILE
LPCB-13 RETA9M/G WAIL BORING LOGS
Ccss RETAINING WALL STANDARDS
ROADWAY RW(MSE)DD
24 - 26 HORIZONTAL ALIGNMENT DATA RW(MSE)
27 - 31 KENNEY FORT BLVD REMOVAL PLAN RW(TRF)
32 - 34 GATTS RD.REMOVAL PUN RW(EM)
35 SH45 WBFR REMOVAL PIAN RW 1(H)B
36 SH45 EGFR REMOVAL PUN RW 2
37 - 45 KENNEY FORT BLVD ROADWAY PUN&PROFILE
46 - 50 GATTIS RD.PLAN&PROFILE TRAFFIC
51 - 52 SH45 WBFR PIAN h PROFILE 122 - 130 KENNEY FORT BLVD SIGNING h STRIPING 60% SUBMITTAL
DRIVEWAY DETAILS 131 - 135 GATRS R0.SIGNING h STRIPING
FOR INTERIM REVIEW ONLY
INTERSECTION LAYOUT- 136 - 137 SH45 WBFR SIGNING h STRIPING
NOT FOR CONSTRUCTICkUDDFNG,
INTERSECTION LAYOUT- 135 - 140 SH45 EGFR SIGNING k STRIPING aR PERMIT PURPOSES.
53 CURB WALL DETAILS 141 LARGE GUIDE SIGN LAYOUT \
142 - 144 OVERHEAD SIGN ELEVATION CP�
ROADWAY STANDARDS 145 URGE GUIDE SIGN DETAILS WY�
Lo SC TABLE FOREST CREEK DR ENGREER ANTHONY J.SEIIOA
TE(HMAC)-11 146 EXISTING SIGNAL LAYOUT PE Na 1D6TDD OATS 43O'1p19
l SGT(8)31-14.SGT(6S)31-14 147 PROPOSED SIGNAL MODIFICATION
sag GF(31)-14 146 SCHEDULES,SIGNING h PHASING
GF(31)DAT-14 CATHS SCHOOL RD
GF(31)TR-14 149 PROPOSED SIGNAL LAYOUT ���III
GF(31)MS-11 ISO SCHEDULES,SIGNING k PHASING TEXAS��� YL TEXAS REGISTERED p
CONCRETE DRIVEWAYS,SIDEWALKS AND RIPRAP MEDIANS(AILS DISTRICn SH45 WBFR AND EGFR `` _) ENGINEERING FIRM F-1741
CCOG-12 151 WBFR-EXISTING INTERSECTION LAYOUT
BED-14 152 EGFR-EXISTING INTERSECTION LAYOUT
ROUND ROCK TEX,'
PED-12A 153 WBFR-PROPOSED SIGNAL LAYOUT
154 E8FR-PROPOSED SIGNAL LAYOUT KENNET FORT BLVD-SEGMENTS Z h }
155 SCHEDULES,SIGNING k PHASING
SUPPLEMENTAL INDEX
ILLUMINATION
156 - 160 KENNEY FORT BLVD ILLUMINATION LAYOUT
AIS 0.% TEXAS
BlM
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pw:Ache role<ts N 1 0 Ions an0 0,—,,1/830. CulSI,—Is/8301.. General 1560}.000Ngi0l.Ogn I-1
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/ MATCH EXISTING IS `` � 0
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ItENNEV FORT BLVD_� _ 1 KENNEY FORT BLVD. SB u
_..—.._E%IST'ROW —.—.—.—IP 0 R W
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Ig PROPOSED CULVERT NO.2 / 104E /
LEQM
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�• �• ® MILL/SEAL/OVERLAY
P.-POS-
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NUMBER OF LANES
/
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/ 0 60% SUBMITTAL
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_PROP ROW— O T W
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/P / KENNET FORT BLVD. — — o" O (/� o
R P ROW _ PROP ROW_ -K 3 II �F RO[�J
Z —.— —.—._ - ._ —.— —a 05+00 6
^I so+oD�
95+00 KENNEY FORT.woBLVD. NB 100+00 ���C'd
N y ^� _ -i_ - _ 3 W ENGINEER WAN J.BWR
KENNET FORT BLVD. SB S PE.No. n]r DATE 1d3'M19
so m =
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0 W PROPOSED RETAINING WALL NO. 1
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a/.. OYER BRMICH \
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BRANCH H—�•• I KENNET FORT BLVD-SEGMENTS 2 h 3
PROJECT LAYOUT
BEGIN PROJECT TO STA 110+00
3P
u5 % TEE
SS
w _
0.18 1 AVS 1 WILLIAMSON'0i�14'2 195
PW:Active Folects NDRI 60.0 8.00 Ploas o,E D—;,qs 8.0 Cul Sheets/6.3.01 Ceaerat 1 0.00 N9101,Cga
\ \ T119 \ \r
BEGIN CONSTRUCTION / \
/ STA 129+20.05 GSR
MATCH EXISTING
/ % r / 100 50 0 100 200
SCALE HORIZ. FEET
h//l X58
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PROP R W, /
m
OP ROW ___ J � h o n V:KENNEY FORT BLVD./ o
In KENN—'_--i PROP ROW
Z EFORT BLVBN
nO
oo 3 O+
KENNEY FOR_
FORT BLVDSB 12+00 125+00 BLVD. NB tw+oo
LEGEND
_ _ - -— ❑ PROPOSED fi0AD1YAY
3 KENNEY FORT BLVD. SB
+, ®MILL/SEAL/OVERLAY
O
NO. 11 / L/ .—
O PROPOSED DRIVEWAY.... _.._...
— PROPOSED CULVERT
PR_RJ{ IM . . _ RWPROP ROW/OMO .
Q
—IE—CONTROL OF ACCESS
ih NUMBER OF LANES
MOKAN ROW
o OR ER ANCH
�g
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u
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FOR INTERIM REVIEW ONLY
O NOT FOORR PEFW�ONSEEIOgNG.
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PROPOSED GOTTIS SCHOOL RD CULVERT/ ....� �• .\ �' moo
S.
PROPOSED CULVERT N0. 15 PROPERIY LINE cNy
/• /rp / \-u
ENGINEER WAN J.BUYR
P£No. 117193 DATE 1082019
� h
-\ �• h /� CRAY. ENG N EE RING FIR RM -1741
ROUND ROCK TEXAS
BEGIN CONSTRUCTION KENNEY FORT BLVD—SEGMENTS 2 h 3
STA 110+52.15 GSR PROJECT LAYOUT
Rqc D Ro°O D°*31,1p MATCH EXISTING
STA 110+00 TO STM 131+00
Ar
IUB 5 WUUAMSON 0911 OS 195 W
pw: cbve �olects N 1560.00 8.00 Plans antl Drowings ul heels eneral 1560.00GNg102.dgn
100 50 G IDD 200
/ SCALE HORIZ. FEET
o � 4ggq�
p /PROP ROW / �-CL KENNEY FORT BLVD. \ 1 /�`T bh 400 y
7/
`^ KENNEY FORT
BLVD. NB N
PRpPOSED CULVERT N0. 14
_1 m
m KENNEY FORT BLVD. SB 1 sx .. PRP \ i - / +
w �. _ .. /^
140 00
a
Q 145100 3 /- T/ 150+W y /
PROP OW M KAN O /
_ _-_________ —_—__— P ROW END PROJECT
/' / ❑ PROPOSED ROADWAY
PROPOSED REF
MOKAN now p WALL NO.2 STA 152+05.28
g PROPOSED SH45 CULVERT \ J / CSJ: 0914-05-194 ® MILL�SFAL/OVERIAY
PROPOSEDORNEWAV
' -�N—CONiROL OF ACCESS
A\_41 SH45 NUMBER OF LANES
60% SUBMITTAL
•\ / FOR INTERIM REVIEW ONLY
,\ %/• �, /• NOT FOR CONSTRUCTION BI NG
.,\ OR PERMR PURPOSES.
CR&Y
\ %/• /I /, ENGINEER RYAN IBWR
22 \ RE.No. 11T133 GATE 103'1019
cNY- ENGINEERING FIRMRED F•1741
ROUND ROCK TEXAS
\\�
KENNEY FORT BLVD-SEGMENTS 2 Q D
PROJECT LAYOUT
STA 131+00 TO STA END PROJECT
R°
Ae % TENS
Ge AUS WILLWASON 0914 II05F1 95 5
PN:Actne rolects NO 5 0 8.00 Plans o,d 0—ings 8.0 Cut Sheets .. 1 General 1 603.00 N910.eqn
I
CIIRAF DATA I I KFB_CL-2
P.I.STATION .72+04.30
CURVE-NQ.RADK15 STA OFFSET STA OFFSET NORTHING . 10,159,691,71139481
CURV-IA 300' 63+Ob00 10.00 RT 63+46.61 7.07'RF I' DENTING 3114610654461
I� DELTA 1 JJ 400 (RT) Z��
CUI6E-1B 300' 65+66.92 I.43'RT 66+26.7] 1.50 LT n RADIUS 4,000056.
CNN-1C 4' 69+22.62 9.50'LT 69+22.62 0.0'LT � D � 1'25'56.62'
/ CURV-ID 4' 70+40.63 6.00 RT 70+50.63 10.00 RT I I I TANGENT 54,5000
/ CURV-tE 300' 65+0.500 46.00'RT 65+50.63 48.52'RT LENGTH +, 108.9933
CURV-1F 300' 85+62.90 54.46'RT 66+28.73 56.00'RT Ct
IDs TBEEGINOTSUUNPERBELEVATION 50 25 0 50 loo
�-
/ ( SAE . IF ErSHARED USE PATH HORIZ
C�I O 5�5
10 NOW
KFB STA 69+89.65 / KFB CL-2
O
FOREST STA.36+35.04 - INI SCALE VERT. FEEr
4� KENNET FORT BLVD NB �, a uM1_�--PT36+s5+s5_1- ` o NGTEs:
IXISTINC ED BS+00 1 a 7�0' _
T CUFN-IBI PROPOSED EOP ARE TO UP OF CUTTER WHERE
NFB N _
+� . ALL DIMENSIONS
�N _ Z MPUCABLE.
CURV-1C
�y I J 2. ALL STATIONING BASED ON KFB UNLESS
I N COIN-ID OTHERWISE NOTED.
dl KENNET FOR BLVD SBQl�
-I
N b -► n n N S
• b �e � � U 3. EXISTING GROUND PROFILE IS AT q KFB.
.w w u Q 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
/ SHARED USE o AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
,y+- - CURv-IE
Cu -IF 111 o CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
-- ---.-_ A' �Q I�'yII PROP ROW FURTHER INFORMATION.
BEGIN PROJECT � �R GUTTER(TYII) E%IST ROW-` `/ �'p cURB h GUTTER(TY6) s. SEE SIDEWALK LAYOUT SHEEfS FOR uwrts
1 I OF SIDEWALK.
STA. 65+00.00 I J CL IFOREST I.
MATCH EXISTING I I I I
LEGEND
j I PROPOSED PAVEMENT
1
IL I I MRL/SEAL/OVERLAY
`\ I CONCRETE
_ ®PAVERS
_ 1
60% SUBMITTAL
-----------____--------------,----------------,-------- -------,-------- ------- ________ ________________ ____ _ _____ ________ _______ ______ _____________ ________ _______I_______ _______I________ FORINTERIM REVIEW ONLY
LY
BEGIN PROFILE N
T 70+23.8 NOT FOR CONSTRUCTION,BIDDING,
720 ------- _____ -------- -------- ____ ______ -------- _ ____ _ ____ _______ ______ _____ _ ____ _____ _ __
ELEV � 713.90
,JATCH�EXISTING cP&Y.
as
_ExlmNG-GI�UND------- ---- -- _ ----i------ ------- ----- ------ ------- ENGINEER R,PN J.RIR
-------'--------`---------------'------'--------'-------`-------'--------`------'--------1-------'--------i------- ----
< L -____�__---
<) P.E. TDAT
E 13os
- ---- 0.610x
�q --�
-710__;_ ---" - ______________________________ _ _ _____ ______ ______ ___ _� _____ _ ._ __ __ _ ______ _-------- ______ _____ _____ ______ ---710
W
1
1 '
EUG +' gEPTH APPgOX Y TEXAS 4-
ENGINEERING
} EN
-___i_____ _ -------------------------- _____ _____ _ _____ ______ -------- _______ ____ ____ ______ _ _____ ______ ______ 4
.WATER__ �Ip�_RCP___�____.._
_ DEPTH APPdOx 4.5' � 7 T
' ROUND ROCK TEXAS
700
_.
APbROBCX
________._______�_ ______,________._______.________.________�___ _���._______ _______,________._______.__
KENNET FORT BLVD-SEGMENTS 2 k]
KENNEY FORT BLVD
d,w WAY LAN doPROFILE
.'m
BEGIN PROJECT TO A 72+00
o;.n-. ST
�o ��n
iN �r n u n � -
$I� i h ;`: I"0' I' �,h a,� ri,ri n,a 1 1 a w:.� n•rt
g;x -- ;n ®.r n,r n,n w;n' I:in 680 q.1a % TE%yS
680 ,r ,n ,n ,n ,n ,n
SP
SHEET I OF 2 W.I AUS I WILLW.ISON 10914 OS 1 195 1 11
pv:Aclrve Projects RNDRI 60 0 8.00 Ions and ravings 0 C.t Sfteets 8. 4 oodvoy 16 .0 OppOl.dgn
CURVE DATA K L- I
NORTHING 10,158,382. s
CURVE W i RADIUS I, FASTING =
CUM-2A 1 3001 1 73+83.48 I 2.00 RT 73«32.28 2.00 LT DELTA 21.54'05.17 (LT)
TA.7�+ CUM-2B 600 73+32.29 2.00 LT 75+29.94 10.00 LT RADIUS 2.70 OWO+
END SUPER E ATION TRANSITION LT CUM-ZC 300 75+50.48 58.00 LT 74+99.31 54.00 LT TANGENT 532.0913
AY 1 CUM-20 800 74+99.31 54.00 LT 75+98.98 48.00 LT LENGTH 1,051.1930 1
STA 1 4+06.78,56.00 LT 50 25 0 50 100
_._ EXIST y EXIST ROM
O _.. ..::.. CUM-2C ._.. � SNARED USE PATH CURB k CUTTER(MI)
KFB CSCALE NOPiz TEL*
O L-3) D
+ cuM-2o _ s 2 s o s 10
N o �
o n
CUM-2B
SCALE FEET
PROPOSED EDP- °J I K ~- , r VERT.
InKFB cL-2 cuRV-� 75+00 G.KFB KENNEY FORT BLVD N8 ,� 80 �T m
W SSe--53-4{11 E -6 1-_ NOTES:
Z N ry 1 N D 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
:3 =y Irl m -,� PROPOSED EOP .. KENNEY FORT BLVD 58 b -,9, rI y DO APPLICABLE.
U N
+ 2 ALL OTHERTW STEN NOTES SED ON KFB UNLESS
No SIDEWALK Y O
O 3. EXISTING GROUND PROFILE IS AT V KFB.
PROP ROW PROP ROW j 4. ANDORNEWAY LOCATIONSBE
RI SHOWN ARE APPROXIMATE
CURB k GUTTER(TYII) AND SHALL BE VERIFl RIE THE FIELD PRIOR TO
PROP CULVERT N0.2
CONSTRUCTION.SEF DRIVEWAY DETAIL SHEETS FOR
7
FURTHER INFORMATION.
5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
P.I. A ON 72+04.50 Of SIDEWALK.
NORTHING 10,159,691 J839
FASTING 3,1461065.4481
DELTA = 1'33 40.37 (RT) 'fRADIUS 4,000.0000 O.- ^ LEGEND
D 1'25'56.62'
TANGENT 54.5000
PROPOSED PAVEMENT
LENGTH 108.993PAVEMENT
MILL/SEK/OVERLAY
CONCRETE
®PAVERS
=0.25• S ax=X2.14'
94
___,_ _Le_140.00'_
ng- L={50.00'
60% SUBMITTAL
-` ------------------ FOR INTERIM REVIEW
---------_------- _____ ____.... .R} ___ _______ _______ _ _____ ____ __ _ _. _ --------------------
+ ___ _
0 PURPOSES. ONLY
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n
OR CONSTRUCTION
d---'----•-•..----------------- --J------+.
NO OR PERM NG,
---------------------------------
___________________________�__,_E70151RiG;-pt00R0_,� ____ _.___ ---------
___ _ --------------------------_
S 0 _ ^ I 1 I
cs r___r__ 2.78011 � i 1
,
m� - __ 710 ENGINEER WAN J.GLAIR
r
Ni 710_ r �101< l_ __ _ ______ ________ _ __ __ _____ __ ______ _____ _ ______________ ________________i________�_______�________
} P.E.W. 11]]33 DATE 1D32019
_
-, PLOP
CULVEI)T NO 2 �-
$$
I
___________________________________________________ ______ __ ______ ______ _.___ _ __---_ ___ -----------------
____ ___ _______ ____ ............
1^
L , i TEXAS REGISTERED
, rn
,
700
' ' ' y'= ENGINEERING FIRM F-1741
i i i i i i i i 700
K w
------- ;------ ----a.�o;1 1 ---- ---- --- ----- -
r IiIi
L�2{0.00'
ROUND ROCK TEXAS
----___'------__'-------'--------"-----`-'- ----- - ----- ---- - ------- ------ ---- - ----- ------ - ----- -- - - -- ------ -------- ------ ------
u ______ ______ _ _ KENNEY FORT BLVD-SEGMENTS 2 k 3
M RCP.DEPTH
APPROX 9' ROADWAY PLAN PROFl
690 11 ,
dlw - --'- 1 I I -� � -�- --�-- -j- --�- �- --�- - : �- ;- N0 R WAY P LE
&m R;�, Ril 8;° 9:o �,o S;" A!� STA 72+0o To STA 82+00
o m ry sP , a
,x ^,- �,o �,oio .in rp, YXf� ,o goo R�9 % TEXAS
-____�'A_____AJ:____:I1R___.n:r_...._IeJ___._A,:R____f:,l_____.h C__.__AJ`_____bi La____n.r___-_ISS______'o-'---I"n_____e,c___ _J9_____ C__._.
78+00 80+00
i-pe AUS WILLIA14SON 0914 05 195.:Ache roj-Us N 6 .0 Inns antl -iW qs 0 .t fleets . 04 oadwoy I 6 pp .dqn
NORTHING :10,158,382.8X85
EASTING =J.146.109.XJOp
I DELTA =21'54'05.13 (LT)
RADIUS -2.750.0000
TANGENT = 00
532.913
I LENGTH = 1,051.1930 '
I y 50 25 0 50 100
n
CURB 11 GUTTER(TyII) :cSCALE HDRIZ. FEET
+ m
n,
PROP PROP ROW 5 2.5 0 5 10
00 q
+ 9�
SCALE VERT. FEET
90+00 ^ .�.► Y
W PROP CULVERT N0. . PROPOSED EOP
Z f KFD KENNEY FORT BLVD NB
+ NOTES:
0 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
APPLICABLE.
Q PROPOSED EDP KFB CL-JKENNEY FORT BLVD 50 PROPOSED RETAINING 2. ALL STATIONING BASED ON(i KFB UNLESS
�� WALL NO'S OTHERWISE NOTED.
�-CURB h GUTTER lYX •_'
:\ ( ) � 3. EXISTING GROUND PROFILE IS AT%KFB.
SHARED USE PATH %i X. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
PROP ROW L fN AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
J / / PROP 'j CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
/
MOKAN ROY/ FURTHER INFORMATION.N 5. SEE SIDEWALK LAYOUT SHEETS FOR UMRS
OF SIDEWALK.
LEGEND
PROPOSED PAVEMENT
��/' / / / ��•�•• MILL/SEAL/OVERLAY
/` // / •� CONCRETE
PAVERS
K 450.22
1.2
w ; 7
60% SUBM TIAL
? __.....__._ L X50 0 _________________________ ___________________________________________________________ ________ ________________ ________ ______ ________ _______ ___ __
' 1 FOR INTERIM REVIEW ONLY
VIMNOT FOR CONSTRUCT BIDING.
� OR PERMIT PU E5.
,
,
,
;
..... .... ..... p
IX
m�E ; -------------------- E asTlNc QRouo A - MJ.&AENGiNFER
; 710
`--------------- _ PE Nn lly DATE m9
.Is
/i
i
N133
=,
TE
REGISTERED740 ENGINEERING FIRM F-1741701
_____ ___ ____. _ _.._ ------- _. .... ---- _ ____ ______ _ _ ______
g
n � PROP CtK1RrtT� � ROUND ROCK TEXAS
------,---___._._ + _ ____ _---- '---- -----
------------------ ---- ---------`------ ------ - ---- --------- ------ ------- ----- - --------
a KENNEY FORT BLVD-SEGMENTS 2 e:3
$d KENNEY�FOORT BLVD
" --ptp--�--------•- ---------------r------�--------•-------�--------•--------�-----•--•---- ---r-------�--------%-------�--------�-------�--------�--------�-------�--------...-•---�--°90 ROADWAY P PROFILE
d, — nln SP STA 82+00 TO STA 92+00
n'
�',n om Y� a:m 'o
;^ ^;^ P'I'P $;^ .� ^;! '41''0" �'�: � h .� ��^ �'?
i— , s ♦ uI O;� _, :�m p�0 �1;� Ilii_ V_;ry ♦iry V,� �i0
17.7 -1
'w :c___.ti n__-- 'o '$ '0-.-- -----
F1� Rs_ '�_ :� n;n_ _.c:c�.____n r___-_i.c_____n------t�n____b.n____.nr___.__e.c ..
.0----_ s-__-- .'O. _--- °i�" % TEXAS]
85+00 90+00
9J9 AUS WILLIAM% 091X OS 195
I
w: irve rot«l9 Ions and rawngs al heels oa0roy I pp .tlgn
/ KFB
P.I.STATION 103+07.89
/ NORTHING 10.158.728.0291
EASTINC
3.146 18JO.J703
DELTA 6' 12 45.52 (LT)
/ RADIUS ].000.0000
D 1'54']5.49'
/ TANGENT 162.8062 50 25 0 50 loo
LENGTH 325.2933
CURB A:GUTTER(MI) SHARED USE PATH NFB CL-4 SCALE FEET
HORR.
O PROP ROW EXIST ROW EXIST ROW
+ �.� - ..-..____-._-__-_ _ + 5 2.5 0 5 10
C4 N
SCALE FEET
«� y KENNNEY FORT BLVD NB 9 KFB PROPOSED EDP n u r VERT.
Q 95+00 1
0
0
+00 Q
V) -_-- - - -S-23*-47,6{9e24�E- -_- NOTES:
Z �► KENNNEY FORT BLVD SB PROPOSED EOP ^' N y W 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
1 ` Z APPLICABLE.
= S 2. ALL STATIONING BASED ON Ij KFB UNLESS
U
GARB k GUTTER(TYII) SHARED USE.FAT1Y------- -�'�R6POSEO°CTs^' ...f-----"' OTHERWISE NOTED.
WALL NO. 1 _ J. EXISTING GROUND PROFILE 5 AT KFB.
.., --•o. nn-DM ROW--,---,--Q ..n .,., .�.,-.. _-....: .... ..n .�.�-EXIST ROW -_. 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
PROP CULVERT NO.5 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
t40KAN IiOM FURTHER INFORMATION.
5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
OF SIDEWALK.
LEGEND
--------- --=--=_---- PROPOSED PAVEMENT
M8LL/SEAL/OVERLAY
��+�•. CONCRETE
DYER BRANCH _
��\` •• ®PAVERS
K
.x
,
_7 ________�_______ ________ ________________________�________._____._�____.___J__.K_._387 .__ _ ______ ___.__ ________ __ ____ ________ ___.__ __ ___.__ ___.____ _______ ________ ______ _..___
0Y 60% SUBMITTAL
'.% 02Q $ 730 FOR INTERIM REVIEW ONLY
L•14000 ?LKNOT FOR CONSTRUCTION BIDDING.
�154 b
OR PEflMR Pl1RPOSES.
' ` __ __
, p
mm 72D 72D ENGINEER
i< ________ _______ ________i________ ______(__._____ ______ _____ ______ _ ____ _________ ______ ______ __.____ ______ _ _ _ _ __.__ _ ______ --------------------
MT
____ _ __ _ ____ ______ ______ E
RYAN J.BWi
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,
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[1 _
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___-___r________ _______r________._.______ _____ ______ ----- _ ----------------r_._ --------- _ _______ __._._ ____ ____ _ _____ _______ ____-- ------------------------
__
0.8007{ # 0.4151 _ _
TEXAS REGISTERED
CnLj
�/ _ _ _ _ N NG 174
�________� .__T-------- ______ _____ _ ______ ____ _ _ ____ __-___ _--_ ___________ ___.___----------_.____ ___. _ ___-__ ____ _ __-____ __._____
,
,
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/ p N
, � CULVERT N0.S
JJJVVV"' ,
, 1
, T
,
N
ROUND ROCK TEXAS
E GINEERI FIRM F- 1
r________•--------___r; ------------------------------------------------------- _______ __ ________ ______ _______ ______ ____ _____ss__ ------- ______ _ ________ ------- ___-_.__ _______ ________ I
I 5
Va
S KENNEY FORT BLVD-SEGMENTS 2 h 3
S KENNEY FORT BLVD
700 11 I 700
-- --- ---------------------------- --------------------------------------------- --- ----- -----------------------------------
ROADWAY PLAN do PROFILE
STA 92+00 TO STA 1002+00
4.lm V:ri .',/1 A ':.i 1O'N W 6 0: Oen O'. P m i v nrt
O � rmd.s w. xorr
L1.'IF -1..0_.__lrs ____C C_.____J,U___. rt------ " TEXAS
pp o�.w. 5 w.
95#00 100#00
AJRI AUS IWILUAMSONI091.1 05 1 40
a p,:/Active rojects ND I 60 00 .D laas and ra ings 0 C.t Neets 9 ..dw y .0 pp 4.Oge
I. =103+07.419 N
MI!! = 113+29.41
NORTHING 10,156,72!.0291 G 10.155,043.1747
EASf1NG 3,1461030.3703 =3.147.341.4409
DELTA 6' 12 45.52'(LT) = IT 46'45.29 (RT)
RADIUS 3,000.0000 =2.430.0000
0 1'54'35.49' .2'21'00.41'
TANGENT 162.0062 T 294.5824
LENGTH 325.29]] =586.]225
50 25 0
O
O EXIST ROW _ --
+ - - _.. _.._.._.._..__ SCALE HORIZ. FEET
N .. OSHARED USE PATH CURB k GUTTER(TYII) ----- -- -- O 5 2.5 0 5 10
OFNSCALE VERT. FEET
KFB CL-4 PROPOSED EOP n' (K5 n
E KFD KENNEY FORT BLVD NB '
W 105+00 I il0«O0 �I
_ - 1Q- NOTES:
UD
UD
1. ALL DIMENSIONS ME TO UP OF CUTTER WHERE
(J �I i-PROPOSED EDP KENNEY FORT BLVD SBaN W MPLIGBLE.
Q Z 2. ALL STATIONING BASED ON(KFB UNLESS
1 _ I$ = OTHERWISE NOTED.
��--i9ROP.OSEO RETAINING -SEARED USE PATH \ 3. EXISTING GROUND PROFILE IS AT KFB.
WALL N0. 1 -CURB h GUTTER(ttll) Q {, DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
•-�"" �u MO SHALL BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
FURTHER INFORMATION.
S. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
OF SIDEWALK.
MOKAN ROW 'wr-•w'�.w�-
EXIST ROW LEGEND
�. PROPOSED PAVEMENT
MILL/SEAL/OVERLAY
CONCRETE
/ ®PAVERS
OYER BRIVOCH
S
� n WAV ZWiIIIIIIIIIIIIIIIII
710 +-----
740 60% SUBMITTAL
FOR INTERIM REVIEW ONLY
1 NOT FOR CONSTRUCTKJN.&DDNG.
CI n OR PERMIT PURPOSES.
i
Z , +.0.405 C MT
oa a
-
mmNi 770 ' , , , , ' ' , ' ' , , , , , ---. __ ______ _ ___________ _ ____ ______ _____ RYM J.&M
'8
RE No1177M DATE Ya02919
-
uu _ --_ -
________________________.----------------- _ -PAL. --------� ___ ___ ___. _.__ _. _ _-__ ____ ..._
EXISTING GROUND _-_
; ; ; ---- � ; Y • �-0.1T � AS REGI5T79LED
720 --'" ' ' ' ' ' 79D ENGINEERING FIRM F-1741
___ i_.... -�_______i._______' ' ' L!5
-------' 140,W PsY
ROUND ROCK TEXAS
pppRpppp yy --------- -
E1[TENSg11R 94�RCP J KENNEY FORT BLVD-SEGMENTS 2 k]
+ --710 _____ ------------------------------------------------------W --S-Ta' -____ ___--__ ._____ _ ---__ ______ _ ._-_ ___.. __-___ .--___ ----. -_-_ _ ----_ 710
---------------------------------- ;
KENNEY FORT BLVD
ROADWAY PLAN & PROFILE
d;w v'n N'n STA 102+00 TO STA 112+00
p C f1
a g g fl,
------ R'----- '1'----- Q k":c----- ---- -. a'----- 'c----- d°----- L'---- �----- 'r_--1::c-----F''=-----F'c-----3:;i.-----RSL'----R:c-----n;r---- ''=-----1='I=----o:c-------`-------'_____... rExAs
Ne %
105+00 110+00 ffi w
AUS WILLAMSON 0914 05 195 41
pe: the rolect3 N Ions and r mgtCut Poets .. ooOeoy pp .eqP
RVE DATA
CURVE 3
CURV-6A 260 112+]6.17 4.51 Rf 113+00 2A0 LT 3 0
CURV-6B 280 112+58.99 66.96 RT 113+00 70.00 RT
CURV-6C { 118+23.99 10.00 LT 118+23.99 2.00 LT •�;/ O/¢ 3 ��
CURV-6D ♦ 117+77 5 22.00 RT 117+77.35 14.00 RTS
CUf1N-6E 1w 121+33.08 58.00 LT 121+66.30 54.00 LT O / p,iz a \!
CURV-6F 280 121+66.30 54.00 LT 122+32.75 46.00 LT
CURV-6C 280 121+00 14.00 RT 121+63.11 6.80 RT J✓ t� '
U'
STA 113+60.00
GIN SU R ELEVATION
TRANSITION,LT STA 113+90.00 LT Rf �' /UQ /' i STA 118+10.00
/�,
ENO STRANSIUPE ELEVATION J/ ✓ U B GIN SUP-ER-E�VA70A ENp SUPER ELEVATION -
CURB h GUTTER(TYII) TRANSITION,LT TTION•LT SCALE rLLT
•' � CURV-6F
SHARED USE PATH _EXIST ROAN..,_..- - .- ./fE CSR j CURB A GUTTER(lY1Q HORIZ.
O - _ - .-.. -- - ,U ... CURV-BE
SKAREO
O 5 O 0
+ r 1
KENNEY FORT BLVD N8 PROPOSED EOP �� r ,tt r- SCALE FEET
� VERT.
m Z
KFe cLisy- IIs+oo I� .._ �� _ cuRv-ec /'/ r, _ �1 KENNEY FORT BLVD NB m
KFB CL-6 til �- CURV-6G -
CURV-6A `CL KFB •J' L JJ e1•'120+00 NOTES:
J '/. S I-G/ 13't9 If 1' a D
Z KENNEY FORT BLVD SB CUR ! 1. ALL DIMENSIONS ARE TO UP OF CUTTER"ERE
APPLICABLE
J PROPOSED EDP + y-- 8 KENNEY FORT BLVD SB N 2. ALL STATIONING BASED ON;KFB UNLESS
N OTHERWISE NOTED.
+ ~ _ /h/�/ �► `VI p 3. EXISTING GROUND PROFILE IS AT q KFB.
SHARED
CURV-6B: / USE PATH O 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
6:
CURB GUTTER(TYII) N / STA 117+80.00 PROP CULVERT NO. 11 AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
SHARED USE PATH CURB @ GUTTER(TTI)0 � BEGIN SUPER ELEVATION CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
S TRANSRION,RT STA SUPER.EL FURTHER INFORMATION.
A it + ENO SUPER ELEVATION
BEGIN SUPER ELEVATION 3 �/
KENNEY FORT BLVD TRANSTION,RT 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
TRANSITON.RT O A tTf15+RD. „�.m ..FiXIST ROW OF SIDEWALK.
EXISTROW „•,�nN;` .• O /� / MOKAN ROW
-•-'--•,•'- 000 LEGEND
i 3 %a Q PROPOSED PAVEMENT
y o
KFB CL-5 n; / :a _ 0 MILL/SEAL/OVERLAY
P.I.6TATION - 113+29.41 ¢� � �- �/ I P.I.STATION - 118+62.17
NORTHING - 10.155,843.1747 Ur NORTHING - :018+6,728.9274 CONCRETE
DELTA IT
174/6414400(RT) 1 PAVERS
FASTING -3,147491.1387
RADIUS -2.438.0000 DELTA - 19..24 06.64•(LT)
D -7 21'00.41' RADIUS - 1.113.0000
TANGENT -294.5824 0 -5'OB'52.33•
LENGTH 586.3225 TANGENT -91.5233
LENGTH - 182.6356
, 60% SUBMITTAL
750 -•
;
•-'0.20' � � ;CATHS R0.'
______________________________________!_______.,________�____K.�.18g__ _____ _ ______ ____.__ _____ _ ____ _ ._____ ____ ______ ____.__ _______________ ________ ______ ________ _______ __ __
L- t 0.00• FOR INTERIM REVIEW ONLY
NOT FOR CONSTRUCTK)N.BIDDING,
OR PERMIT PURPOSES.
____------------.____-_.- ______ p _ _____ ___._ __ _.__ ____.___ _____ _ _ .___ ____ _ ____ ______ ._._ _.__ _____ ____ ____ __._ ______ ______
, S
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Ni
7.0 I ------ ---- - - - ------- -------- --- - _ ---- '----- - - --- -- -------- ---------------- --- ---- •-- -- -------- ------- - ------ ETM•INEFTi RYA J.BVJR
2< -- 1
al l ____ Yy __ -_--- ' - --- - 7w P..W. IITT33 TE 43D2019
,FK15i1NG.&R9SlM_.___ _ ---
- --- ---
_.__.___r_1X19% I i ;EW
+
04057[
' ---- � TEXAS REGISTERED
----
730 i --- _ _ ______ _____ _____ _ ______----------
------------------------
36-
______ 730 ENGINEERING FIRM F-1741
p
RCP FOC _
. Y , ^♦ r, DEPTH APPROx 6"
' $IL
�
jn n ROUND ROCK TEXAS
------'--------'-------'--------'------- --------------- --------------- - ---- ----- ----- ------- -------- ----- ------- ------- - ---- ------- -------- ------- ------- ------ -------
,I
g d KENNEY FORT BLVD-SEGMENTS 2 A 3
-7-z-a-
-'w�-----Ja�nn;,,.m�r, n���.^� :Rn.�,Rc____r�r_____n�N.;ec_..__nRI,rS____xD•1i^nC___..JX4,J
___.._._. �.+•. so KENNEY FORT BLV
D
-%- ---- WAY PLAN dPROFILE
• � ---%-------------- --y---------------- ----------------------- I . _ . STA 112+00 TO STA 122+
00s�o a"o" 4:21 n'N $:. �:S 3:. Rill z TEXAS
1'"-- R-----
_- ____ .
tls+ao 120a00 17
----'-------- 9P - - '
e I AUS IWILLIAMSON109141 05 195 1 {
Pw:Acti- ,,jecls ND I 603.00 8.0 Pl-and -ings ul heels 8. O4 R.,d.,y 1560 0 Dpp 6A9n
_ CURVE DATA / KFB CL-7
_r_-- --PC PIT
P.I.STATION = 133+23.23
CURVE NO RAgUS STA OFFSET STA OFFSET l NORTHING = 10,154,011.2788
/ FASTING 3,148,123.3623
CURD-7A 280 122+04.57 2.80 LT 122+87.8 10.00 LT DELTA 1C K'42.83-(RT)
RADIUS -2,490.0000
PROP ROW 2 TANGENT .322.8832.7J'
LENGTH .840.8061 50 25 0 50 100
/ V CU�&GUTIER(MI)
SNARED USE PATH 168 CL-7 O SCALE HORIZ. FEET
O / ... ...+ -- -- __---- + 5 2.5 0 5 10
Nmini
~•/ HI PROPOSED EOP �-CL,KFB KENNEY FORT BLVD NB M SCALE VERT. FEET
Q 125+00 130+00
_ N NOTES:
/ iCURJ-7A� S 25' 37'56.10'E / / / -
W z 1. ALL DIMENSIONS ARE TO UP OF CUTTER WHERE
z 'TA 127+D1.35 KENNEY FORT BLVD SB n rl -~ APPLICABLE.
-PROPOSED EOP / END TRANSITION u 1 J
2. ALL STATIONING BASED ON 0L KFB UNLESS
U o IU- OTHERWISE NOTED.
PROP CULVERT NO. 11 /
' CURB A:GUTTER(MI) L SIDEWALK 3. EXISTING GROUND PROFILE 6 AT�KFB.
{. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
AND TRUC BE VERIFIED E THE TAIL PRIOR TO
CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
� J
FURTHER INFORMATION.
5. SEE SIDEWALK LAYOUT SHEETS FOR UNITS
OF SIDEWALK.
PROP ROW
•—,u' _• _—.u, na—.u._.u,__.m— �PROP FLOW
.. LEGEND
f MOKAN ROW
—_i.—'— / PROPOSED PAVEMENT
MILL/SFi1L/OVERUY
/ `___--- �CONCRETE
®PAVERS
- /3 Ir•.f_ rOYEII BRANCH .«�•.�..�
760
60% SUBMITTAL
FOR INTERIM REVIEW ONLY
NOT FOR CONSTRUCTION.BIDDKIG.
S OR PERMIT PU/ SES.
DILJ
a PGL EXISTING,GROUND, _ CMT
mN i 'i i �^ �' ' ENGINEER RYAN J.BWR
✓lz __750__J--------L-------------------______ _------___________________---- ____-----------------_ ______ _______ __-___ -------------------- �:(------:_____-__!___-___- ______s--_-_-_i________
P.E.No. 11]]33 DATE 1032019
r S J +
o
+,�
o
�_-
r
,
i
i
,
-----------------------------------------
, TEXAS K.0—E.
--------------------i- --�- -- -_ -i-- -- -- , ENGINEERING FIRF 7
41
ROUND ROCK TEXAS
-------
'------........ .... ......w-._ 0,05---'-� ----`-------'--------I$-- --' ------ ------ ------- -------- ---------------- --------- ----------------- ------ ---------------- ------- --------
K"542 WASTE WATER ; KENNEY FORT BLVD-SEGMENTS 2 A 3
L- 110.00'
7KENNEY FORT BLVD
PROP C114VERT NO.,11
730
------' �-------�-------+--------�-------�--------•-------�--------�--------�-------•--------•-------•------------------------- ROADWAY PLAN do PROFILE
R v;m 8;� �n $:P j:l^„ 5TA t22+00 TO STA i32+00
T:Z1..; �. '� �m P Yam ��' sP
c n c.n. .r o` L "'^ Fln_- '�----K -----b.c' en c F n-----�,° n :c_------`----- — _
BJB iE%AS
125+00 130+00.. __ a
IMB1 AUS I WILLIAMSON 10914 05 1 195 1 43
pw:&twe ,ojecls N 15603.00 8.00 Plans an0 —mqs 8.0 C,t Reels 4 oa8way I 56O3.O0R0ppO7,dp
KFB CL-8
NORTHING 10.153,135.7983
KFB CL-7 I FASTING -3,148,291.7490 ----ft
P.I.STA ON 133
+3.23 DELTA 12'55'28.28'(LT)
NORTHING 10,154,011.2788 I RADIUS =2,356.0000
EA5RNG 3,148,123.3623 D -T 25'54.87'
DELTA = 14'u'42.83'(RT) TANGENT 266.8489
RADIUS 2,490.0000
D T' IB'03.73' LENGTH =531.4329
TANGENT =322.1832 I CURB h GUTTER(TYII) — — — —
LENGTH 640.8061 SHARED US PATH _y 50 25 0 50 loo
POP RO
- = SCALE HORIZ. FEET
z 5 2.5 0 5 I0
- PROPOSED EOP KENNEY FORT BLVD NO ?$* CL-a _ --
KFB
NY ` -rL KFB 110— (11,
SCALE VERT. FEET
KFB Cl 135+00
s io-5�':
r
rn PROPOSED EOR KENNEY FORT BLVD
-P,
NOTES:
+ 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
1 O APPLICABLE.
_ PROP CULVERT NO. 14 PROP SH45 CULVERT 2. ALL STATIONING BASED ON q KFB UNLESS
CURB![CUTTER(MI) E7 SIDEWALK OTHERWISE NOTED.
IN PRpp" / 3. EXISTING GROUND PROFILE IS AT q KFB.
4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
0
AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
--+� CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
FURTHER INFORMATION.
'"" 110KAN ROW
S. SEE SIDEWALK LAYOUT SHEETS FOR LIMBS
OF SIDEWALK.
�'.
LEGEND
PROPOSED PAVEMENT
DYER 43RAN H_^' MILL/SEAL/OVERLAY
CONCRETE
®PAVERS
a 1.36'
TAL
no60% SUBMIT
----------------------------------------------------- no
� K 2
------------------� L=700' .;_
OR INTERIM REVIEW ONLY
0
NOT FOR
CONSTRLDDING
OR KMIT PURPOSES.
' n � C Wy
leo - ---- ---------------- ----- -- -- ENOMEER RYAN ABIAP
+ — --- --------------- = ----------------
---------------
i s _____-________ ________________ ________ ----------------- ___ ___ ____ _ _ P.E.{xrsTlNc cgouNo �' t.taml' - t.xsox ,Pa N,. n7ras E apps
-----------•--------'-------•-- _
-- --- -
-- ---
I -'t.x +
_ _ --- ENGINEERING REGISTERED
___ ____ _ yFpF-No,A
,
�-- r-- - - -A,_
�� � EN 1
lr I
_ I
j a}-0.90' ROUND ROCK TEXAS
- K r__12!__-'----------- ----_'--------'------- --- --------
KENNEY
---- _ -'-' ---- --'-
t^
L=3011.00• _ �^,• __ _ _ _ _ _ _PROP_�_��_
a. 1- -- - __ - - -- _- KENNEY FORT BLVD-SEGMENTS 2 h 3
d KENNEY FORT BLVD
749 ---- --- ------ ----- ---- ---- �w ROADWAY PLAN k PROFILE
d;w ---- j ? A
Y;' 2;a n,;m 'e}u°0j 1C;m �, m;ra R;c A;' 9i,: 2: e�. o:o. '$;R 5T 132+00 TO STA 142+00
- g,G nnen n,s; vs :� � n;m ��� v;ca n;m � sv
yy� ny11 y�R pin 11 ♦6. X ♦L,. +D. y . y Y 1 ym
:h n'C Hf C'C_ -J-J.-_-__n'C_____1�n_____11-1______C- -____l-f-_-_-Ci C_____�J______C C__ _loan__ _ if____J��n_____l�f_____lei C_______a_
N e
�n_____ _____ ______ __ e..... Rye x r6xas
135+00 140+x0 S 1 7:
RIBI AUS I WILLIAMSON 10914 05 195u
pr:ActNe rolects RND 1 0 8.00 Plons and 0,,.;,g,/8,30 Cut heels oodroy 160.00 pp06Egn
PS142+11.20
NORTHING 10,153,135.7953
FASTING .3,146,291.7490
DELTA - IT 55'26.26•(LT)
RADIUS - 2.358.0000
0 - 25'54.87' / Af
TANG NT - 266.848S 25'51 Ala+7.
LENGTH -531.4329 TRANSTITION,LT -
- �
STA 144+50.00
p PROPOSED EOP S
TRANSITION,LT "
SHARED USE PATH PROP Row CURB 4 GUTTER(MI) J / /' %/ - / / 50 25 0 50 l00
CV / ^ Y•n H45 /b FUTURE EXTENSION BY OTHERS SCALE FEET
5
IQ N PROP SH45 M+ f b /. %/ 5 2.5 0 5 10
RT
co _ KENNEY FORT B NB rv�� rk KFB $ d y\ a ,r
F "R WBFR a � POT151+52.36 a SCALE FEET
Z_����_, n 1435r.W. CURV-9A / / 150+00 , VERT.
J ry -/~ - /- 5 23'4B']9 75•E - 1- - S 3'a8'39.75-E
STA 146+{0.00 -0 t/ NOTES:
PROPOSED EDP KFB -8
s rvl ry o TPANSITIO�EN.FIT jJ / I. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
APPLICABLE
URV-9E• 1 .1`4-�_� n-.._ '
2. ALL STATIONING BASED ON j KFB UNLESS
PROP CURv-9 p dzz* END PROJECT OTHERWISE NOTED
SIDEWALK GU B k ' '} / / 09
PROPOSED RETAINING CUTTER(MI 7p 1 + 3. E%ISTING GROUND PROFILE IS AT q KFB.
CURV-9C / CSJ: 0914-05-194
WALL N0.2 STA 146+40.00 " 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
_ 30 / / \'x ,Y MATCH EXISTING AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
TRANSTION,Ri r h / �/ CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
WRY- M -____--_-.-.._._._,_-_ E%1ST.6'>E NSI CULVERT FURTHER INFORMATION.
y (FUTURE EXTENSION)CU
j/` 5. SEE IDEWALEWALK. LAYOUT SHEETS FOR UMRS
OF SIDEWALK.
/ • �. ® y / LEGEND
PROPOSED PAVEMENT
ti
MILL/SEAL/OVERLAY
QATA CONCRETE
CURVE NO ®PAVERS
CURV-9A 14IS!146+69.96 14.00 LT 146A9.95 14.00 RT
_CU_
4 145+75.42 56.89 w 145+76.09 1 50.00 RT
CURV 4.63 RT 46+04.671 105.46 RF
CURV-90 6 146+04.671 105.46 RT 1 146+15.52 1 110.42 RT
WRV-9E 10 118+36.68 50.00 RT 1 146+45.22 1 65.52 RT
no
r r r r
STA 146+90.70
ELEV = 766.61 ALI60%�
SUBMITTAL
FOR INTERI REVIEW
ONLY MTCH NG j------A EXISTI
���- --- ---- --- --- -- NOT FOR CONSTRUCTION BIDDING,
- OR PERMIT PUR.FOSES.
'___
a PCL _ STA'152+05.28
i.
BEGIN PROFILE_ � IJECT rF&T
STA 151+17.08 I,
mm 7B0 -) GH ISTI ENGINEER RA J.BWt
_____________ ________ ______ ______ ______ _____ EXISTING _ ______ _
_____-_l___-____L_______J_ __-_____'________J____
OIC ELEV 767.41 QEV 766.69
3 MAT F.X NG- MATCH ISTIN 7� P..Nn 117733 TE ,Dvm,9
lS - FytlSONG GRDUND -rug--•J
00 r r r
rr l,
rrr
i fG
WAi 2WATEii r
RDENGINEERING FIRMF
741
I_________________i--____ _ ' ,
_ WATEI!
ROUND ROCK TEXAS
KENNEY FORT BLVD-SEGMENTS 2 h J
KENNEY FORT BLVD
--7�--•--------•-------�-------�--------�-------•--------f-------•-------•-------�-------1---------------•--------f-------•-------f----------------1--------�-------+--------f-------•--------f------- ---J_44.. ROADWAY PUN ac PROFILE
d'W STA 142+00 M ENO PROJECT
o'm
.� Y'n �n lVr Vin
__
�,w ra, N, I.
-'-----'------F.c-'--�,n--^.c.----nrr______�°,c_____na'-----cn__ F'I=_____nr--n.o----_'r--'---'�-------'I=_____-' -------'n__-'--'�-----'--' --'-------'�----- -------'--------`-------'------
RJB a% TEAS
115+00 150+00--
50 W
rug I AUS I WILLAISON 109141 05 1 195 1 4
pw: the tojects NOR1560 00 8.00 Plaas aa0 r-i,gs 8.0 Cut Sheets/8.3,04 oadw y I 0.0 R0pp09,dq.
}
rn H -1 N
110+124.3
NORTHING N - 10.155.130.8359 I PROP ROW
FASTING -3,
DELTA 1'1161/10 51.12 16.3)§3 .—..—..—..—..—_—..—.-
(LT) CURB& STA 11 +00.00_ STA 112+50.00
I, RADIUS -s.ODO.0000I — wnER(m) UPe�
(� D 0'37' 17.75' Sl�yy,LLK LEVATION LAVATION
q Q TANGENT 61.8322 I ITI N IT TRANSITION TRT 25 12.5 0 25 50
U/E Jam. - LENGTH 123.8800 r
F O
G 11LL71
G e G G G m G 0 SCALE HORIZ. FEET
m.... _. n Y GK G S 2.3 0 S 10
Cw� o— o
g+
C cGTTIS 0.-1
SAWCUT 7N Q SCALE VERT. FEET
ae+aD
tEXISTWC EOP E GATS SCHOOL RD EB ' q GSR N
NOTES:
` - - clw ! - - tt04g0 111+` I1 1'
b Imp 1 Z 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
- GATTIS SCHOOLRDWB �� � APPUCABLE.
U/T- —U/T- Um� ® V JT �g' _•.UT
2 ALL OTHERWISENING NOTED.BASED ON Q GSR UNLESS
&F 3. EXISTING GROUND PROFILE IS AT F GSR.
1 4. AND SHA LOCATIONS SHOWN E MPROXIOR T
AND CONSTRUCTION.
SHALL BE VERIFIED E THE FIELD SHEETS
TO
FURTHERI NO SEE DRIVEWAY DETAIL SHEETS FOR
' FURTHER INFORMATION.
�� - __� _ SIDEWALK CURB&CUTTER E Y 5 I.ATDDT SHEETS FOR WITS
__�__ SEE SIDEWALK.R01'T-.....`____.�.__ OF SIDEWALK.
T
^J`( BEGIN CONSTRUCTION ANO
w /�' STA. 111+26.67 PROPOSED PAVEMENT
MATCH EXISTING
ti MILL/sex/aysnur
0 CONCRETE
®PAVERS
60% SUBMITTAL
-----------------________,________._______,________._______ ________._______:------------------.-------------------------------------------________,________ _______,________y_______-________
FOR INTERIM REVIEW ONLY
NOT FOR CONSTRUCTION,BIDDING.
OR MRMIT
T� :-------- :------- ---- ----- ----- ---- ------ -------- --- --- -- ----- ---- --- ��
CRY9.
i CH n
i
- ELEV 1 1 X35.71 I -
1
MAT EXISTING
- ENGINEER RYAN J.BLM
IIT)33 TE 430'1019
n - --- ---- --- --- ---- 'txlsnNc 4401.6o
13,
= ---- ------ = ( ----- ---- C->Dlse>< {-}o-3yex
E4=73$31 G TEXAS FlRMRF D1
__ i
EN -241
-------�---------_____WA� 2L RCPEL� --t
_____�____.__1___..___r_______i________�________�________I________-_______(._______r_______i________�_______i--------
APPROX OEPtH IA'
ROUND ROCK TEXAS
KENNEY FORT BLVD-SEGMENTS 2 h 3
GATTIS SCHOOL RD.
------%-"--"--�-- ---"-" ---'-------------------------------------- ---- ---- - ----- ----- ---- - ---- ----- -----------------------------------------------
------
d;wROADWAY PLAN & PROFILE
�� ,a Z'2 Ss BEGIN CONSTRUCTION TO STA 113+00
S� Sm
o . m � _ as � Rn a
,m ;n
S,m -- S,m S,n S� X
___---_'�=------'�------.,r._____'c-----`c_---'�------''=-------'r___---iD-------a=------'�--- �Im ., nim �... FJe z TLzns
________r_______�r_______._ ____1r_____ �.____r.n__.__n�n_____e.n_____n�r_____I:,c_____r�n_____t�n______ _
106+00 109+00 110+00 111+00 112+00 113+00 '
AUS I WILLIAMSON 10911 05 1 195 1 /6
pw:Active rolects N 1Plans and m.mgs Cul Sheet,/8,3.04 oadway 160 Dppl0.dgn
T
I
_---PRIMP_ROW
[I ISTING GATTIS
SHDOL RD CULVERT
TO BE EXTENDED
CURB&GUTTER(MI)- SIDEWALK
CURB&GUTTER(MI 25 12.5 0 25 50
SCAL
O ._----- PROPOSED EOP / E NORFEET
C — G - T.�G— n ~ C 8 5 2.3 0 3 10
M cArns SCHOOL
� RSCALE VERT. FEET
SAWCUTimia
GS
«' 1++00 11 116+00 r NOTES:
MRV-Ilg N 8T 06'2?—E 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
Z --► � � CUM-IIA 1 W APPLICABLE.
J K ( 1 O ? 2. ALL STATIONING BASED ON E GSR UNLESS
S —� ____n = OTHERWISE NOTED.
- '"A T AT&T CArnS AT&T RD PROPOSED COP H J. EXISTING GROUND PROFILE IS AT q GSR.
Q
AT i i C -11C +.
AND BE YELOCATIONS
S S OWN ARE
EFIELDROXIMATE
OR TO
CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
E
FURTHER INFORMATION.
SIDEWALK FO E FO E .. _ — 5f-RO W 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
OF SIOEWALK.
' UTTER(TYI
CURB&GI) $\ EGIN 1750PER 20ATIdFT
TRANSITION RT LEGEND
Ir DATA y PROPOSED PAVEMENT
PROP ROW ..--.— MILL/SEAL/OVERLAY
CUM-11A 11.11 113+10.90 9.36 RT 113+09.22 13.27 LT CONCRETE
CU
RV 200 116+33.68 3.31 LT 118+55.03 7.00 LT
CUM-11C 130 117+71.90 16.00 RT 117 RT ®PAVERS
K
K. 136 6X.0.07'
lr 110.00• g K.318
110{00' 7a
--------_-------�--------.--------�-------.--------.-------,--------.------- ----------------- _._ 6096 SUBMITTAL
t_______�_____.__�_
FOR INTERIM REVIEW ONLY
R R T NOT FOR CONSTRUCTION 80oING.
r Cpy
i OR PERMR PURPOSES.
p
„� 733 ,b EH09HR R�I.a An
_ ----- �aw9>' = ---- ----- -----------------
-r--- -----------
- --F)aa9mr —hTaSbalt--t---�---
---+r�
aa ; ; g
TEXAS REGISTERED
i w
770 ; ; x_ ; 730 ENGINEERING FIRM F-1)11
-
�� �d -) g1ooFD &ROUND ROCK TEXAS
SCHOOL�WLVERT f
-------'--------•------'-------•--------`---'---'-------`-------•--- •- ------ ------------ - ------- ------ ------ -------—----------------I------ -------- ------- -----
KENNEY FORT BLVD-SEGMENTS 2&3
CATTIS SCHOOL RD.
72s ; 725
_ __�_ _�__ _�_ .�_ _� � .�__ ROADWAY PLAN & PROFILE
d $;m SU 133+00 TO STA 118+00
R n sP
W X,n x,n ;x x;x x;� x'^ x'n X'^ ;' x'^ x'� x,, X,n I,;, x'x xis
Y n n Y n n I .,... p,W X TEXAS
rc___--nen__.__r.c.___.r�r__-._E,c.__._n•r______^,c_____7a1r_____�r____r:n_____A;r___—e:c_____n,r__.__cc.____r•n_____cir___.rs-__—Ftir_____..__—_r_;n__..^.c__--_--`--___-_'--______ �
113+00 111+00 113+00 116+00 117+00 115+00 5v $
AUS WILLINISON 091< 05 1 195 1 7
P.: Irva roleals N 1 Ions and ravingsCut heels o d—y ppl Agn
It
\ I STA 118+50.00
TRANSTffgN,LT Z 2 STA 121+90.00
R TA 11 + Z
•1 a BEGIN SUPER f'Y/yy- END SUPER ELEVATION N
TRANSITION,
TRANSRKNi,LT
TRANSTgN,LT 14,
,n . TRANSRNIN,LT
-SIDEWALK C RB A:GUTTER(TYtI)- % %, 9_1 W \ cos'-ExIST Row CO
EXIST ROW �Gg,lZ+9tL��'1 G. CURB&--- i
KFB.�G -._-..
r G o o
U1 Zm S CU -12 25 12.5 0 25 50
p PROPOSFn 0� Ol PROPOSED EDP SSE HORIZ. FEET
+ a .-
DO e1 .. L �- + 5 2.5 0 5 10
I ------"' '" cum-1ze .�-- -I.-- r $ ^ GATfiS SCHOOL RD. WB Miia
GATTIS SCHOOLRD WB _CU r 't_R STA. 120+aa.22
SAWCUT/ (i� a ` / - K.STA. 117+01.80 QO SCALE VERT. FEET
1 120+00 12T+W' 1 t2 < NOTES:
f _
Ld E `$ 1. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE
APPLICABLE.
J PROPOSED EDP SIWCUT --\11 --�-^� Z 2. ALL STATIONING BASED ON%GSR UNLESS
rc 2 m fit. CURV-12C -
U __-- F� 'J OTHERWISE NOTED.
m FO 1 toe GArnS S_C_OOL RD. EB U
CATTIS SCHOOL RD. EB ~ y _ f0 3. EXISTING GROUND PROFILE IS AT Q GSR.
4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
E -E AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
EXIST ROW 1 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
PC1IT+TO 6p FURTHER INFORMATION.
5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
OF SIDEWALK.
Q PROPOSED EOP SIDEWALK
SIDEWALK
7A \END SUPER EOL AnON o \ n CURB @ GUTTER(\1) II LEGEND
SgEWN.K CURB h - TRANSITION,RT r STA 121+60.00 PROP ROW
t CALIBER(TYIQ R BEGIN SUPER ELEVATION
�PROPOSED PAVEMENT
�$ TRANSITION,RT
.. ......- .PROP ROW 1�\ MILL/SEAL/OVERLAY
AV \ \ i \ \ �CONCRETE
CURYE DATA ®PAVERS
PC PT
CURV-12A 150 118+28.50 36.04 RT 118+aS.M 39.00 RT
DURV-12B 4.5 119+50.54 16.00 LT 119+50.54 7.00 LT
CURV-12C 4.5 121+71.58 15.00 RF 121+71.58 6.00 RT
_ CURV-120 200 122+34.23 60.0017 122+78.81 SB.S1 l7
0.78''
mmms
•K 78
i60% SUBMITTAL
220.00'
_______ ________________ ________a-------------------------.----------------- ______ ______ ____ ____ _____ ______ ______L_______ _____ ____ _____ _ ______ _______ _______ ---------------
FOR
______ ______
_ H>•0.07; EO NOT FOR RoNNsrRucnoN enowONLY
Q REVIEW
G.
IK 348. i DRPERNO��� s
740 l'�140.00', 8 740
P
y
mNa. j II,� ENGINEER MAN J.BI-AIR
____________________ �________ ________ ______ _
__ __ ____EAG-=MAD_______________ ___ ____ _____ _ -r__ ___ _ _ -------------- ______ _________ _ ______ ______ ______
_ �� PE.No. 11]nt rE 4'JO'1p18
POL
---
sn
ua
773
775 _-�_- {
y
T+7II WZA G
P.-05
8 RCP GINEERMG FlRF-1741
D
_i__.___._ ----------------- _____ ____ _ ____ _____ _____ _____ ______ _ _ _____ _ _ ____ _______ ______ _ ------------
c
_____ ________
��PIH APPRO� � ,
i
i
' 11 ' iJ' � �d EN
II ROUND ROCK TEXAS
770 --------
--------
_
_ KENNEY FORT BLVD-SEGMENTS 2 k 3
d g GATfIS SCHOOL RD.
d,w 1 1 1 I - .- 1 STA 118+00 TO STA 123+00
8:11 , m
p R:a 8:F RAS
If o' P"a"O
z
.,m
- X,n 9;r Kn KO 9;" An Bir R,n
3W:n R� 9,6
.C_____AUr_____ nr .r_____� A.C__-_-AA- ___.c
______ n --_____ AJ------bR----A.n_____/1fAn - _
______L________________ fuB % ITE)Us
116+00 - 119+00 120+00 121+00 122+00 127+00
B AU$ WILLWMSON 0911 OS 195
pW:Actrve rolects N 1 0-0/8,00 Plaas aatl ra i,gs 0 Cut heets . 04 oativay 16 pp .tlge
o DRNEMMY 2 }
SIDEWMI( STA 126+28.06.44.2016 Lr
EXISTING SIDEWALK TO REMAIN
_A EXISTING SIDEWALK TO REMAIN SIDEWALK
E%15T ROP/1MM COMN ., CURB k GUTTER(TYIQ
.. _ :_.,_.._. COMM
T, . _-,_ ._ ,_._..� COMM -..� COM Z Comm COMM EXIST ROW
G G G l
_____ _ _ ___ _......
___ _G G _ G Cl-]
- 25 12.5 0
CURV-IJA _----__- '5 SO
URB h CUTTER(TNI) -_______ __ ;
_ten.
n SCALE HORIZ. r
O r _
+ ~ '� PROPOSED EDP 7
y1Wp� r o�" Z
GATT(S SCHOOL SS t�5
e' ~
RD WO n 0° ® "� " m SCALE VERT.
cJrns a-2 n _ Ln
m f 121+00 E GSR 125+00U)
25+00 126 WRV-1JC WRV-13D _ _ - D
N 31 57 E NOTES:
1. ALL DIMENSIONS ME TO UP OF GUTTER WHERE
Li - L M
Z N APPLICABLE..
T_� Do
J AT&T AT T I ---UNK---- UNK-- -U -�3AWCUT + 2. ALL STATIONING BASED ON F GSR UNLESS
Uy N ATkT A T E A7 T AT T AT&T— - JNK FO 00 OTHERWISE NOTED.
a E aTnS SCHOOL RD R� PROPOSED EDP_ E E — 3 EXISTING GROUND PROFILE IS AT Q GSR.
'Y 4. DRIVEWAY LOCATIONS SHOWN ME APPROXIMATE
AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTPON.SEE DRIVEWAY DETAIL SHEETS FOR
FURTHER INFORMATION.
r
5 OFFS IIDEALAYOUT SHEETS FOR LIMITS
SIDEWALK CURB h MATTER(TNI)
Ir ,lt rl Ir 'I PROP IIUW STA 127+20.00 VATUN LEGEND
1 TRANSTION,LT/RT PROPOSED PAVEMENT
TRANSITION RT STA 127+20.00 MILL/SEAL/OVERLAY
TRMSRON,LT/RT
GATTIS GL-3 cONCRELE
RVE DATA P.I.ULDN - 125+24.54 P.I.STATION .128+66.67 ®PAVERS
NORDIING - 10,155,507.1647 NORTHING 10,135.539.5376
FASTING -3,1Q1928.J25S EASTING .314 81266.6100
STA DELTA 2"]2 24A6�(LT) DELTA .31 00 36.118'(RT)
RADIUS .7.000.0000
CURV-IJA 200 12Ji4J.92 50.79 LT 12J+68.29 49.00 LT RADIUS .3,000.0000 p t-54'75.49'
CURV-130 250 124+31.3{ 6.00 RT 124+66.12 3.56 AT ANCENT 1.54 5-49• TANGENT .62.34'
LOIN-Ik 230 125+85.16 10.45.
0.45 LT 126+17.63 11.56 LT
142
q8N-1]D126+76.41 10.90 LT 120+76.70 7.92 Rf LENGTH 133.0081 LENGTH . 164.5871
r r r
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A
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NOT
FOR R1"'O RI G
i r , OR50
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_7!0___x________' _._....r_______!_ r _ ENGINEERING FIRM F-1741
CR&Y�
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ll
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%2.S' KENNEY FORT BLVD-SEGMENTS 2 k 3
OEPR1 APPRO
,
GAMS SCHOOL RD.
73s " - --- ---- --- ---- ---- --- --- ---- --- ROADWAY PIAN ac PROFILE
-- -!-
'W H o,� o,„ e'er -{-- -- - r STA 123+00 TO STA 128+00
FEE S P:A R:n $P 51:2 �r
5� Y�I ��1 O . • . e I1r
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123+00 124+00 125+00 126+00 127+00 128+00 e
6 AUS WILlWL50N 0911 05 1 195
pW: twe rojects N I fi Ions-d -iNs ,t Sheets/113,04Rood-y ppi .EqP
GATTISSL-]
P.I.STATION = 120+68.67
NORTHING 10.155.539.5776
LISTING =3,1401268.8400
DELTA = Y 06 36.116-(RT)
RADIUS -3,000.0000
0 - 1'S4'35 49..
TANGENT =82.3142 N
CURB R GLIA(TY11) LENGTH = 164.5871
SIDEWALK I Y
SAWCUT CAMS CL-3 w
ppP E E%IST ROW
-LINK __._ — E _.. /.r_` n
O K- 'UNK—.— UNK— U/T U�--- !! 4 25 12.5 0 25 50
)- ___p K--{ UNK—_._—UNK__.
}.- - C G UNK—a G .' °i SCALE HOR12. FEET
+ n 5 2.5 0 5 10
�I I _,. F Q CSR I C-
CATTIS SCHOOL RD. WB
o
_ I 139+90 14.7 E%ISRNG EDP -131 13+00 133+ a a SSE VERT. FEET
_1 D
-N-8-T 6 42'}4"E -
U,I NOTES:
b 1 GATTIS SCHOOL RD. EB U 1. ALL DIMENSIONS ARE TO UP OF GUTTER WHERE
APPLICABLE.
n - UNK — uNK .,.,FO. 1., h-I 2. OTERWSESTATIONING
NOTED.BASED ON Q CSR UNLESS
F �- FO--�_ - - FO 4 J. EXISTING GROUND PROFILE IS AT CSR.
l77
. SAWCUT _.. E .—. E --}µc-___ _ E E - 'C E 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
PROPOSED EDP ,.. C AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
CON, JI FURTHERCNIOFORMATON DRIVEWAY DETAIL SHEETS FOR
SEE
SIDEwALK
PRO
5. SEE SIDEWALK LAYOUT SHEETS FOR UMITS
CURB&GUTTER(TYII) END CONSTRUCTION OF SIDEWALK.
STA 129+13.12
MATCH EXISTING I LEGEND
PROPOSED PAVEMENT
IMILL/SEAL/OVERLAY
CONCRETE
®PAVERS
60% SUBMITTAL
____-___ _ ._____ _______ ________ ------------------ _______ ______ _______ ____-- ----- OR INTERIM REVIEW ONLY
LY
/ NOT FOR CONSTRUCTION&DOING,
OR PERMIT PURPOSES.
770700
_ _ _ _
a r
m9? , ENGINEER RYAN J.&AK
EN PROFILE -----------------------------�� -
,
z , , _ _ .l � _moi_____-________ ________l-------J._______ PF.No. tll)33 WTE 430'M19
STA 129+13.12
ELEV 64.69 '
ao 7 m ,
&0 8 MATCH EXISTING m ���
765 n ,
}�' 775
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L =DEPRI�'AYPROX'I'� EN
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KENNEY FORT BLVD-SEGMENTS 2 h 3
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STA 128+00 TOE CONSTRUCTION
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128+00 129+00 130+00 131+00 132+00 133+00
IUB AUS WILLWISON 0914 05 195 1 50
pw:AclNe rolecis RND 16 Ions and raw,ngs 8.0 Cut Sheels 8. 4 opdway I .0 ppl4Agn
SEE KENNEY FORT BLVD.
PUN![PROFILE SHEETS FOR MORE INFORMATION \
f a \
ERTSf RFOW E E _...__— L - E E
E
—. E E U E U�RB.[t-pRhi-(SLY)E EXIST ROW O
E U T E U T __ E " - - E �-- E PROP�E% SIDEWALK ++
WIN _-- ww 1-
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1{3 `STA 1{2+20.72 {3+00 _— IN+o0 +L, 1{5+00 J N I{6«oo SH 45 WBFR a >• SCALE FEET
BEGIN GONSTRUCTIO_N_ _ _ - _ - O_ y .SAWCUf _ - NORM
SH 45 WBFR a y_ !WAR Z 5 2.5 0 5 10
v; \ SH 45 EGFR b u SCAE VERT FDDr
g KFH SIA 1{7+05.592T fE KF9 1 Q
L WBFR ST.1{{+{5.5
EXISTING EDP \ ® -EXISTING EOP
- • � 0 NOTES:
■ \
❑ 1. ALL DIMENSIONS ARE TO LIP OF CUTTER WHERE
APPLICABLE.
\'b 2. ALL STATIONING BASED ON III WBFR UNLESS
OTHERWISE NOTED.
�EXISTING EDP \$ 3. EXISTING GROUND PROFILE 5 AT WRFR
OX.
1. ANDDRIVEWAY LOCATIONS VERT SHOWN E APPROXIMATE
EXISTING EDP AND SHALL BE VERIFIED IN THE FIELD PRIOR TO
b b \ CONSTRUCTION.SEE DRNEWAY DETAIL SHEETS FOR
1+65.69 "'— - LIE
FURTHER INFORMATION.
HORNING 10,132.301.0326 Uhf 5. SEE SIDEWALK LAYOUT SHEETS FOR UNITS
FASTING 3150,290.6255 \ OF SIDEWALK.
DELTA 2Y 46'03.06'(RT)
RADIUS 17,000.0000
D 0 20' 13.32' SH 45 WOML \ LEGEND
TANGENT 3,422.7665
LENGTH 6.755.2579
O PROPOSED PAVEMENT
51116 C2 �t SN43 ,• - - -—-—- 3—- MIN/REAL/DYERur
]1+00 • 320+00 -"a 3�t+W �.^
Q CONCRETE
®PAVERS
-780--- ---t- -- ---- -'1.-' --- - ------ '---- -- ---------r-"-----.-"--- --- - -- - -- - -".. .-- F---..._7.764__. F o ONLY
60°/ SUBMITTAL
OR INTERIM REVIEW ON
NOT FOR CONSTRUCTION NOOING.
OR PERMIT PURPOSES.
-----------------
-------------- --.... . ... _�____.__---_ ._. .__.__ _ _ _. - _ _.. __._
_ . -------- 1 j r '
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ENGINEER T10NYRDa9ALz ___ ____ ____�___ _ _L.___...J._. __ _ ___________________R_������_ _ --------- . mm DATE____-� _-__ _
g2oN
_760_. _.._.__ _..__-_____ __ _________ -----
_--- -
_______. ______ _-:__. _- - ------------- ---------- -------- CP&Y ENGI -71
TEXAS REGISTERED
NEEPING FIRM F L 1
• ROUND ROCK TEXAS
i
SH45 WBFR
dW ' •o •� ' x764___
ROADWAY PLAN & PROFILE. '.._.• - +___._ . - --..._ ------- .----------------------------------- - _-
x
,r a , BECd CONSTRUCTt
,
,
�m
,q
ON TO STA 147+00
P% TEXAs
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-------''"- -------'--------
142+00 143+00 144+00 145+00 146+00 147
e AUS WILLIAMSON 0911 05 195 1
pe:Ac1We Tptects N 1 Ions and raw•,ngs UI Sheets/8.304 p9Gecy 1 6 pp .EqR
E E E — 4# E E E E E E E N
O E
PI POSED EDP SI�EMWXy E E E E E E E
+ 1 E- E E -CU k GUTTER(TYIQ .-- E —.._ EE
WW WW WW VAV
® --------------
�
CURV-16A WW �
WW—
` WW
-- - 25 12.5 0 25 50
N 00 146+00 149+00 150+00 161+00 F.� 152+00 SCALE HORIZ. FFFT
Za- SH 45 WBFR--—,—_ -169 -_._ _._-_- _-,_-_-_._-_-,_ s 2.s o s 10
- EXISTING EDP S 80* 02' -28" -
U b SH 45 EGFR : a VERT.
SCALE FEET
NOTES:
1. ALL DIMENSIONS ARE TO LM OF GUTTER WHERE
APPLICABLE.
2. ALL STATIONING BASED ON @ WBFR UNLESS
OTHERWISE NOTED.
3. EXISTING GROUND PROFILE IS AT Q WBFR.
4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE
AND SWILL BE VERIFIED IN THE FIELD PRIOR TO
SH45 C2 CONSTRUCTION.SEE DRIVEWAY DETAIL SHEETS FOR
FURTHER INFORMAnON.
SH 45 WBML NORTHING . 10.152 504.0328 5. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS
FASTING -3150.490.6255 OF SIDEWALK.
DELTA 212'16 03.06'(RT)
RADIUS 17,000.0000
D -o'20' 13.32'
TANGENT -3,422.7865 LEGEND
LENGTH -6,755.2579
t SH45 SNIS C2 PROPOSED PAVEMENT
G .J23y 1.—.—-—-y2-�.—-—-—-— 325+00 3251x00 J2-�+00 MILL/SEAL/OVERLAY
CONCRETE
®PAVERS
CURVE NoSTA
CURV-18A 11PAIN0IS1 87+77.02 IB8.20 LT 68+06.45 163.60 LT
CURV-168 280 66+08.43 153.50 LT 65+73.74 173.17+LT
60% SUBMITTAL
-zm.,... -----:. .._ 5.- - _ _ _ _ _ _ - - - _ _ - - - - - _ _ _ . _ - - - -_ - -._.-•_ .. - :_ - -_ F ONLY
.i !. ;,
OR INTERIM REVIEW
NOT FOR CONSTRUCTION BIDDING.
. i OR PERMIT WRPOSFS.
m�
---- -- -
---,--- - ---- cNy
Gz Z50.- ------ :I. ,- - --- -- - - "--. .._- - - - - - .. -. ------ F1gNEE ANTHONY RDA
�< - ... - - - _ - -- 1 i- - - _ _. r. - t.._- 7Bal v.E No.R tOS900 DATE J.SE 430'e019
. . - - - - - --- - - - - - - - - - - ..._._ - _ - _ __ -...--•._- _-
TEXAS REGISTERED n
1 :•_. ..._... -.•. _ _ _ _ _ _ _ _ _ - _...._.. _77fL1..._.. w CR&Y ', NGINEERING FIRM F-1741
_2201. --- ""-:._ - - - - - - -
ROUND ROCK TEXAS
SH45 WBFR
z6G1- — - -- --- - - - -L---- '------ --- - ------ - -- ---- -------- -- ----- -- — -- ---------------7Fn L_ ROADWAY PLAN & PROFILE
y STA 147+00 TO END CONSTRUCTION
m m n g g
L____��-__ILSr_ �C_______JS o-rr. RJB % ITE%AS -
147+00 148+00 149+00 150+00 151+00 152+00
e AU$ WILLIAMSON 0914 OS 195
I
W:Achve mjects N 16 0 Plo,s and —i,qs 0 C.t Sheets B..04 ou0vay I 5603.00ROppl 6.dg,
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