R-2024-040 - 2/22/2024 RESOLUTION NO. R-2024-040
WHEREAS, Chapter 791 of the Texas Government Code, V.T.C.A., authorizes local
governments and agencies of the state to enter into agreements with one another to perform
governmental functions and services, and
WHEREAS, the City of Round Rock ("City") wishes to enter into an Interlocal Agreement
with Brushy Creek Municipal Utility District regarding relocation of existing waterline improvements
for the Wyoming Springs Drive Project, 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 an Interlocal
Agreement with Brushy Creek Municipal Utility District, a copy 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 February, 2024.
//1 A/
CRX.P MO AN, Mayor
City bf Rou Rock, Texas
ATTEST:
MEAGANJTKS4, ity Clerk
0112.20242:4868-5712-1957
ORDER NO. 1 ""' 'I J )b
ORDER APPROVING INTERLOCAL AGREEMENT
Regarding Relocation of Water System Improvements
(Wyoming Springs Drive Utility Relocation Project)
WHEREAS, Brushy Creek Municipal Utility District(the"District" is a municipal utility district
created and operating under the authority of Chapters 49 and 54 of the Texas Water Code, as amended;
WHEREAS,Section 49.213(b)of the Texas Water Code authorizes a district to enter into contracts
with any person or any public or private entity in the performance of any purpose or function permitted by
a district.
WHEREAS, the Board of Directors of the District desires for the District to enter into the
Regarding Relocation of Water System Improvements(Wyoming Springs Drive Utility Relocation
Project);and
NOW, THEREFORE, BE IT ORDERED BY THE BOARD OF DIRECTORS OF BRUSHY
CREEK MUNICIPAL UTILITY DISTRICT, THAT:
SECTION 1. The facts and recitations in the preamble of this Order are hereby found and declared
to be true and correct, and are incorporated by reference herein and expressly made a part hereof, as if
copied verbatim.
SECTION 2. The Board of Directors hereby approves the contract attached hereto, and further
authorizes the execution thereof by the President, Vice-President or General Manager of the District.
SECTION 3. Upon adoption, a copy of this Order shall be retained in the District's records and
retained in accordance with the District's record retention policies.
ORDERED this I ' day of T&UAit: �W
BRUSHY CREEK MUNICIPAL UTILITY
DISTRICT
BY:
President
ATTEST:
Secretary
AGI 6.7 Wyoming Springs ILA
CORR Order 24-0111-06
INTERLOCAL AGREEMENT REGARDING
RELOCATION OF WATER SYSTEM IMPROVEMENTS
(Wyoming Springs Drive Utility Relocation Project)
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
CITY OF WILLIAMSON §
THIS INTERLOCAL AGREEMENT REGARDING RELOCATION OF WATER
SYSTEM IMPROVEMENTS("AQreemenP')is entered into between Brushy Creek Municipal Utility
District,a conservation and reclamation district of the State of Texas(the"District")and the City of Round
Rock, a home rule municipality(the"C "). In this Agreement, the District and the City are sometimes
individually referred to as a"Ear "and collectively referred to as the"Parties".
WHEREAS, the City is in the process of extending Wyoming Springs Drive from Creek Bend
Boulevard to Sam Bass Road in Williamson County(the"Wyoming Springs Project"); and
WHEREAS, the City's Wyoming Springs Project necessitates relocation of certain existing raw
waterline improvements owned and operated by the District located in the public right-of-way for Sam Bass
Road;and
WHEREAS,the District has completed a route analysis and desires to relocate its facilities into an
existing Public Utility Easement located parallel and adjacent to the south side of the existing right-of-way
for Sam Bass Road dedicated by subdivision plat recorded as Document No. 1992008481 in the Official
Public Records of Williamson County, Texas, a copy of which is attached hereto as Exhibit "A" (the
"PUE");and
WHEREAS, the Parties find it beneficial to include the District's Waterline Improvements (as
defined herein) as a separate alternate bid item as part of the City's Wyoming Springs Road Extension
Project and for the City to construct the improvements as part of the Wyoming Springs Project upon
approval of the alternate bid by the District and provided the District pays all costs and expenses associated
therewith;and
WHEREAS, this Agreement sets forth the contractual agreements of the Parties relating to
relocation of the District's raw water line improvements necessitated by the Wyoming Springs Project.
NOW, THEREFORE, in consideration of the foregoing premises and the mutual promises and
agreements of the Parties contained in this Agreement,the Parties agree as follows:
I.
DEFINITIONS
When used in this Agreement,capitalized terms not otherwise defined shall have the meanings set
forth below:
1.01 "Agreement" means this Interlocal Agreement Regarding Relocation of Water System
Improvements.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
1.02 "Bid Documents"means the plans and specifications,together with all contract documents and bid
instructions,relating to construction of the Project or components thereof.
1.03 "District Engineering Work"means all professional engineering and consulting services relating to
the District Waterline Improvements including preparation of plans and specifications therefor, and
acquisition of any permits or regulatory approvals required for such improvements.
1.04 "District Waterline Improvements"means the new water transmission line improvements,together
with related facilities,equipment and appurtenances to be constructed within the PUE,generally described
in the drawings attached hereto as Exhibit°B".
1.05 "Effective Date"means the last date of execution of this Agreement by the Parties;provided both
of the Parties must execute this Agreement for it to be effective.
1.06 "Existing District Waterline Improvements" means all existing raw water transmission line
improvements, and all related facilities,equipment and appurtenances owned and operated by the District
and located within the Project Area that will be abandoned in place in accordance with the terms and
conditions of this Agreement and as generally shown in Exhibit"B".
1.07 "Force Majeure"means acts of God, strikes,lockouts,or other industrial disturbances,acts of the
public enemy, orders of any governmental entity (other than one of the Parties) or any civil or military
authority,acts,orders or delays of any regulatory authorities with jurisdiction over the Parties,insurrections,
riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, floods, washouts, droughts, supply
chain delays, market wide shortages or unavailability of construction materials and/or products, arrests,
restraint of government and people, civil disturbances, explosions, breakage or accidents to machinery,
pipelines or canals, or any other conditions that are not within the control of a Party.
1.08 "Party"or"Parties"means the District and/or the City,individually or collectively,as applicable.
1.09 "Project" means, collectively, the Roadway Improvements and the District Waterline
Improvements.
1.10 "Project Area"means the area in which the Project will be undertaken. The Project Area is more
particularly identified by the engineering stations shown or referenced in Exhibit`B"attached hereto.
1.11 "Project Contractor"means the contractor(s)that enter into a contract with the City for construction
of the Roadway Improvements and District Waterline Improvements.
1.12 "PUE"means the Public Utility Easement shown on Exhibit"A."
1.13 "Roadway Improvements"means the acquisition of additional right-of-way and construction of the
roadway improvements to be undertaken by the City within the Project Area.
II.
STATEMENT OF INTENT
2.01 General. The purpose of this Agreement is to provide for the District to abandon the Existing
District Waterline Improvements in the Project Area but not elsewhere; to provide for the design of the
District Waterline Improvements at the District's sole cost and expense; to provide for the City to include
the District Waterline Improvements as an alternate bid item in connection with construction of the
Roadway Improvements;to provide for the construction of the District Waterline Improvements by the City
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
at the District's sole cost and expense subject to approval of the alternate bid by the District;and to provide
for the District to construct the District Waterline Improvements in the event the District does not approve
the alternate bid; all so that the City may proceed with the Roadway Improvements as promptly as
practicable.
III.
PROJECT COMMITTEE
3.01 Composition of Project Committee. There is hereby created a Project Committee to be composed
of not less than one representative appointed by each Party. The following persons are hereby designated
as the initial members of the Project Committee: the General Manager and District Engineer on behalf of
the District,and the City of Round Rock Senior Engineer on behalf of the City. Each such representative
may appoint additional representatives on behalf of its Party. Each representative of a Party shall serve at
the will of the governing body that the person represents. Upon the death,resignation,or revocation of the
power of such representative, the governing body of the appropriate Party shall promptly appoint a new
representative(or alternate representative)to the Project Committee,and shall immediately notify the other
Party of such appointment.
3.02 Responsibility of Project Committee.
(a) The Project Committee shall represent the individual and collective interests of the Parties with
respect to the following matters:
(i) The review and approval of the Bid Documents, as they relate to the District Waterline
Improvements.
(b) In the event the District approves the inclusion of the District Waterline Improvements as part of
the Project based on the alternate bid, the Project Committee shall further represent the individual and
collective interests of the Parties with respect to the following matters:
(i) The periodic review of the status of construction of the District Waterline Improvements;
(ii) The review and approval of change orders relating to the construction of the District
Waterline Improvements;
(iii) The review and approval of invoices for payment related to the District Waterline
Improvements;
(iv) The confirmation of final completion of construction of the District Waterline
Improvements;and
(v) Any other pertinent matters relating to the construction or operation of the District
Waterline Improvements,or the Project to the extent any such matters impact the District Waterline
Improvements.
The Project Committee shall meet as needed to review the matters over which it has authority. The Project
Committee shall be diligent,prompt,and timely in reviewing and acting on matters submitted to it.
IV.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
DESIGN OF PROJECT AND APPROVALS
4.01 Design of District Waterline Improvements.
(a) Promptly after execution of this Agreement by the Parties,the District will promptly authorize its
engineering consultants to commence the District Engineering Work.Subject to Force Majeure,the District
shall complete the District Engineering Work no later than 30 days after the execution of this Agreement
by both Parties.
(b) Upon completion of the initial plans and specifications for the District Waterline Improvements,
the District shall provide a copy thereof to the Project Committee for review and comment. Upon final
approval of the plans and specifications for the District Waterline Improvements,the City shall incorporate
the plans and specifications into the Bid Documents for the Project as an alternate bid item.
4.02 Design of Roadway Improvements. The City shall be solely responsible for all engineering
services relating to the Roadway Improvements.
4.03 Cost of Design.
(a) The District will pay all costs and expenses associated with the District Engineering Work.
(b) The City shall pay all costs and expenses associated with the design of the Roadway Improvements.
4.04 Work Product. Upon receipt of a request from the City, the District agrees to promptly make
available to the City a copy of any work product produced by its engineering consultants in connection with
the District Engineering Work.
4.05 Permits and Approvals. The City shall be responsible for securing any and all regulatory
approvals required for the Roadway Improvements and any City related approvals for the District Waterline
Improvements. The District shall be responsible for securing any and all non-City regulatory approvals
required for the District Waterline Improvements.
V.
EASEMENT MATTERS
5.01 PUE. The City acknowledges that the District Waterline Improvements shall be constructed within
the PUE and consents thereto for all purposes.
VI.
BIDDING AND CONSTRUCTION OF PROJECT
6.01 Bid Documents for District Waterline Improvements.
(a) Bid Process. All construction contracts for the Project will be competitively bid and awarded by
the City in the manner provided by State laws for construction contracts by cities.
(b) Alternate Bid. The District Waterline Improvements shall be included as an alternate bid item in
the Bid Documents.
(c) The Bid Documents utilized by the City for the Project shall meet the following:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
(i) The District Waterline Improvements shall be included as an alternate bid item in the Bid
Documents.
(ii) The plans and specifications for the District Waterline Improvements within the Bid
Documents shall be in the forms prepared by the District;
(iii) The Bid Documents shall include a warranty period of two years for the District Waterline
Improvements;
(iv) The Bid Documents shall require that the Existing District Waterline Improvements remain
operational at all times until the District Waterline Improvements are completed,operational,and
accepted by the District;
(v) The District shall be named as an additional insured on the contractor's insurance policies;
and
(d) The City agrees that it shall not amend any aspect of the Bid Documents as it relates to the District
Waterline Improvements without the District's prior written approval.
(e) The District agrees that it shall not have any right of approval with respect to the design and
construction of the Roadway Improvements, and the City agrees that the District shall not have any duty,
obligation or responsibility with respect to the design or construction of the Roadway Improvements.
6.02 Bid Award.
(a) A copy of all received bids, bid tabulations, and related information for the construction of the
Project, including the alternate bid amount for the District Waterline Improvements,will be submitted to
the Project Committee for review and consideration within three calendar days after opening the bids.
(b) Prior to award of a contract for the Project,the City shall provide to the District written notice of
the Project Contractor to whom the City proposes to award the contract for construction of the Project.
(c) If the alternate bid amount for the District Water Improvements is no more than 120% of the
District's Design engineer's 100% design submittal estimate,then the District agrees to accept the award
of the contract to the Project Contractor identified in the City's notice to the District. If the alternate bid
amount is more than 120%of the engineer's estimate,then within fourteen(14)days after receipt of written
notice of the apparent successful bidder from the City, the District shall notify the City as to whether it
approves inclusion of the District Waterline Improvements in the contract to be awarded to the Project
Contractor. If either the alternate bid is no more than 120% of the engineer's estimate, or if the District
approves the inclusion of the District Waterline Improvements in the Project, the City shall approve the
inclusion of the alternate bid item in the final contract awarded to the Project Contractor and shall construct
the District Waterline Improvements in accordance with the terms of this Agreement.
6.03 Construction of District Waterline Improvements by District. If the alternate bid amount is
more than 120%of the District's Design engineer's 100%design submittal estimate and the District
does not approve inclusion of the District Waterline Improvements in the Project as bid by the City, the
City shall not include the alternate bid item in the contract awarded to the Project Contractor and shall be
released of any obligation to construct the District Waterline Improvements. In such event, the District
shall proceed with the solicitation of bids,award of a contract,and completion of construction of the District
Waterline Improvements on or before one year after the bid opening of the Project, subject to Force
Majeure.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
6.04 Construction of Project by City.
(a) General. The provisions of Sections 6.04 through 6.09 of this Agreement shall be applicable only
if the City constructs the District Waterline Improvements as part of the Project,as set forth above.
(b) Roadway Improvements and District Waterline Improvements. The City shall be responsible for
constructing, or causing to be constructed, the Roadway Improvements and the District Waterline
Improvements. In connection with the construction of the District Waterline Improvements,the City agrees
to use good faith and reasonable efforts to ensure that the Project Contractor completes construction of the
District Waterline Improvements in accordance with the plans and specifications and other requirements
set forth in the Bid Documents.
(c) Traffic Control Plans. The City shall be responsible development and implementation of all traffic
control plans associated with construction of the Road Improvements and the District Waterline
Improvements.
(d) Inspection.
(i) The District may retain an on-call construction inspector to inspect the District Waterline
Improvements. All costs incurred by the District in connection therewith shall qualify as District
Engineering Work to be funded by the District. The District shall notify the Project Committee of
any construction defects found by the inspector relating to the District Waterline Improvements
coming to its attention as soon as practicable and in no event later than five calendar days
(excluding official holidays)after obtaining knowledge of the defect.
(ii) The District may elect to have its employees or staff inspect or observe construction of the
District Waterline Improvements from time to time.
(iii) The District's representatives shall have a reasonable right to access and inspect the District
Waterline Improvements as construction progresses, and the City shall not interfere with such
access or inspection by the District or its designated representative(s).
(e) Change Orders.
(i) During construction,any change orders related to the District Waterline Improvements will
be subject to review and approval by the District. The District will review any change orders and
either approve the change order or provide written comments specifically identifying the changes
required within 10 working days of submittal.
(ii) During construction,any change orders related to the Roadway Improvements or impacting
the costs thereof(and which do not relate to the District Waterline Improvements)will be made in
the City's sole discretion.
(f) Insurance. The City shall require that all workers involved with the installation and construction
of the Project are covered by workers'compensation insurance as required by the laws of the State of Texas.
The City shall also require that the contractors procure and maintain comprehensive general liability
insurance insuring against the risk of bodily injury,property damage,and personal injury liability occurring
from,or arising out of,construction of the Project,with such insurance in the amount of a combined single
limit of liability of at least$2,000,000 and a general aggregate limit of at least$5,000,000. Such insurance
coverage shall be maintained in force at least until the completion,inspection and acceptance of the Project.
The District shall be named as an additional insured on all such insurance coverages.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
6.05 Payment of Costs. All construction contracts and other agreements relating to the construction of
the District Waterline Improvements and Roadway Improvements will contain provisions to the effect that
the Project Contractor will look solely to the City for payment of all sums coming due thereunder. The
City shall advance and pay the cost of construction of the District Waterline Improvements, subject to its
right to reimbursement from the District in accordance with the terms of this Agreement.
6.06 Acceptance.
(a) Upon completion of construction of the Project, the City shall obtain the approval of the District
for the District Waterline Improvements prior to acceptance and final payment of retainage to the Project
Contractor.
(b) Within 60 days after substantial completion of construction of the Project,the City will cause the
Project engineers to provide to the District a copy of the final"record"drawings of the completed Project
in an electronic format.
(c) Payment of Costs. The Parties acknowledge that the Project Contractor will submit periodic pay
applications to the City for work completed. The Project Contractor will be responsible for preparing the
pay applications so that the cost of the District Waterline Improvements is calculated separate from the cost
of the Roadway Improvements. As soon as a pay application is received from the Project Contractor,the
City shall immediately forward a copy of same to the District.The District shall review the pay application
and submit payment to the City, after concurrence that the pay application is correct, for the costs of the
District Waterline Improvements within 30 calendar days of receiving the pay application.
6.07 Warranties. The City agrees to cause the Project Contractor to issue a separate warranty or
maintenance bond to the District for the District Waterline Improvements. The warranty issued to the
District shall require the Project Contractor to repair all defects in materials, equipment or workmanship
relating to the District Waterline Improvements appearing within the warranty period set forth in the Bid
Documents. The Project Contractor shall issue a separate warranty to the City for the Roadway
Improvements.
6.08 Continuation of Service. The City agrees that the Project shall be undertaken so as to minimize
any disruption of water service to existing customers of the District and will not result in the permanent
loss of water service to any such customers.
6.09 Existing District Waterline Improvements. The City and District agree that a portion of the
Existing District Waterline Improvements shall be abandoned in place,and a portion of the of the Existing
District Waterline Improvements shall be removed and disposed of at the sole cost of the District. The
respective portions of the Existing District Waterline Improvements to be either(i)abandoned in place or
(ii)removed and disposed of are depicted in Exhibit`B".
VII.
CONVEYANCE OF ASSETS AND REAL PROPERTY
7.01 Conveyance. Upon final acceptance of District Waterline Improvements by the City after District
approval,the District Waterline Improvements shall be deemed owned by the District without necessity of
a separate conveyance instrument. Notwithstanding the foregoing,the City agrees to promptly execute any
instruments of conveyance for the District Waterline Improvements as may be requested by the District
from time to time.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
7.02 Risks Pending Conveyance. The City agrees that,until conveyance,it will maintain,or cause to
be maintained, insurance in such amounts as are reasonable and prudent on the District Waterline
Improvements. If any part, whether substantial or minor, of the District Waterline Improvements are
destroyed or rendered useless by fire,flood,wind,or other casualty after completion but prior to conveyance
to the District,the City will make repairs and replacements to restore the District Waterline Improvements
to their prior condition.
7.03 Ownership Interests. After conveyance, the District shall hold an 100% undivided ownership
interest in the District Waterline Improvements. The City shall own an 100%undivided ownership interest
in the Roadway Improvements.
VIII.
DISPUTES
8.01 Material Breach; Notice and Opportunity to Cure.
(a) In the event that one Party believes that another Party has materially breached one of the provisions
of this Agreement,the non-defaulting Party will make written demand to cure and give the defaulting Party
up to 30 days to cure such material breach or,if the curative action cannot reasonably be completed within
30 days, the defaulting Party will commence the curative action within 30 days and thereafter diligently
pursue the curative action to completion. Notwithstanding the foregoing, any matters specified in the
default notice which may be cured solely by the payment of money must be cured within 10 days after
receipt of the notice. This applicable time period must pass before the non-defaulting Party may initiate
any remedies available to the non-defaulting party due to such breach.
(b) Any non-defaulting Party will mitigate direct or consequential damage arising from any breach or
default to the extent reasonably possible under the circumstances.
(c) The Parties agree that they will negotiate in good faith to resolve any disputes and may engage in
non-binding mediation,arbitration or other alternative dispute resolution methods as recommended by the
laws of the State of Texas.
8.02 Equitable Relief. In recognition that failure in the performance of the Parties' respective
obligations could not be adequately compensated in money damages alone, the Parties agrees that after
providing notice and an opportunity to cure in accordance with Section 8.01 above,the Parties shall have
the right to request any court, agency or other governmental authority of appropriate jurisdiction to grant
any and all remedies which are appropriate to assure conformance to the provisions of this Agreement. The
defaulting Party shall be liable to the other for all costs actually incurred in pursuing such remedies,
including reasonable attorney's fees, and for any penalties or fines as a result of the failure to comply with
the terms including, without limitation, the right to obtain a writ of mandamus or an injunction requiring
the governing body of the defaulting party to levy and collect rates and charges or other revenues sufficient
to pay the amounts owed under this Agreement.
8.03 Aereement's Remedies Not Exclusive. The provisions of this Agreement providing remedies in
the event of a Party's breach are not intended to be exclusive remedies. The Parties retain, except to the
extent released or waived by the express terms of this Agreement,all rights at law and in equity to enforce
the terms of this Agreement.
IX.
GENERAL PROVISIONS
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
9.01 Authority. This Agreement is made in part under the authority conferred in Chapter 791, Texas
Government Code.
9.02 Severability. The provisions of this Agreement are severable and, if any provision of this
Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction,the remainder
of this Agreement will not be affected and this Agreement will be construed as if the invalid portion had
never been contained herein.
9.03 Assignment. Except as otherwise provided herein,the assignment of this Agreement by any Party
is prohibited without the prior written consent of the other Party. All of the respective covenants,
undertakings, and obligations of each of the Parties will bind that Party and will apply to and bind any
successors or assigns of that Party.
9.04 Payments from Current Revenues. Any payments required to be made by a Party under this
Agreement will be paid from current revenues or other funds lawfully available to the Party for such
purpose.
9.05 Cooperation. The Parties agree to cooperate at all times in good faith to effectuate the purposes
and intent of this Agreement.
9.06 Entire Agreement. This Agreement contains the entire agreement of the Parties regarding the
subject matter hereof and supersedes all prior or contemporaneous understandings or representations,
whether oral or written,regarding the subject matter.
9.07 Amendments. Any amendment of this Agreement must be in writing and will be effective if signed
by the authorized representatives of the Parties.
9.08 Applicable Law;Venue. This Agreement will be construed in accordance with Texas law. Venue
for any action arising hereunder will be in Williamson City,Texas.
9.09 Notices. Any notices given under this Agreement will be effective if(i) forwarded to a Party by
hand-delivery; (ii) transmitted to a Party by confirmed telecopy; or (iii) deposited with the U.S. Postal
Service,postage prepaid,certified,to the address of the Party indicated below:
DISTRICT: Brushy Creek Municipal Utility District
16318 Great Oaks Drive
Round Rock, Texas 78681
Attn: General Manager
Telephone: (512)255-7871
CITY: City of Round Rock
221 E. Main Street
Round Rock,TX 78664
Attn: City Manager
Telephone:512-218-5430
9.10 Exhibits. The following exhibits are attached to this Agreement and incorporated herein by
reference:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
Exhibit A- Plat Depicting PUE
Exhibit B- Description of District Waterline Improvements, Existing District
Improvements and Project Area
9.11 Counterparts; Effect of Partial Execution. This Agreement may be executed simultaneously in
multiple counterparts, each of which will be deemed an original, but all of which will constitute the same
instrument.
9.12 Authority. Each Party represents and warrants that it has the full right, power and authority to
execute this Agreement.
[The remainder of this page intentionally left blank.]
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
ATTEST: BRUSHY CREEK MUNICIPAL UTILITY
DISTRICT:
�Ckc�dC) BV'
Secretary
Printed Name:Kim Flliatrault
Title: Board Vice President
Date: January 11, 2024
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
ATTEST: CITY OF ROUND ROCK:
By:
Meghan Spinks,City Clerk Craig Morgan,Mayor
Date:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
EXHIBIT"A"
PLAT WITH PUBLIC UTILTIY EASEMENT AREA
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
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DATE: 2/21/92 IG
RROII ALL MRM aT TEE.!MEs6.T8
aVRYEia: .1111aw Do,,n.acral A-190 TO • \ COUNTV Or WILLIMSON J
David Curry turv...-150 That 1, Man.) A. Do!a.. do hereby ...tlf that 1
la! trees.n..fuel and.crust.on-th y d• e ro aced this
LINEAR TEST Or.M.rRtets: 0 \ \ �- p t won_ •-scrap ury 1 t the land
and!ha corn pts sheen thereon •prep.rlf placed under
SURVEYOR: MEeA sur.•yfnv, foes N \ ;.19P1111111•auDervl,ion, In actor dancer Nitta the Bubdlvl,ion
]103 N•cave Road, au/t.202 \ \ \ d ul•tions of the city et Rotmd Rock,T.....
A..t1e. TS 78/46 IsL
(517) 521-4371 O \ � 0�,•__ ` �Yip Ay_-.
MOIRM: CunnlevAaw, Conway i AI Ian, Inc. • \ \ \ \ { Menry A.
5101 see Cave Road, Ault•202 1� N OF•'
r�, Revl,tereArPtetea,f opal Land
i \ 'R �P t'r.`
Austin, TI 7071E �" �' surveyor so. 1707
\,tt�pf VU. HENRY A out[nij
- _—0,11Ut1107 :,•Q
ZA.aME1t0 1T NOT!: _ Al—A _—� ��\ftPj1 / Yti0�'
WE TO' NATEIIL itE MO WABTE.ATM EASEMENTS MO LIIT STATION a1Tt \ _ _
7Ma1N.ERt atT OVT IN JVD00MaMT IM C011D0111ATION PMOCEtDIMO IN THE N _-�--P�; �_ FlKts / /R Tt tt S _Xp IK: Ph SPUor in 36•S}cnlse tree,60'east o[d.a!n
277" DI8TR— COUNT Or MILLIMaOM COUM". TZXAS IN CAUSE N09. _ ` aeeA. @t alevatlur 11..95,bse:l m City of
/6-625-C AND 66-115-C sty LED raRM BLUFF MUNICIPAL UTILITT L Pear Ra1.d pxA BI}I(asps,783.361 1 a,eatrDl ieha3
DI
ICT Ia. RILL6M SAVINGS IMO. 6 LOM AEtOCIATION, tT AL FILED �ts �� S tN Millie..-eteddeuse,int.ad deacrUd es follow:
D==on 12, 1966. s!¢ao'� n!cones disc,3•dlesster,set In a mtrrete lmnaw,�t
sap'yB'W—_`' \ �__ BOOQ•- M e ts°' rAF lte a(wr-•e post On the—Uta aide of the road to
Nm 8: ,s}e�AT_ C y 7.bOsd w V 9UNmr Sprfrgs nbdlvialon,taterds tic acct eN Of
TM wi.iw..tfnt.h.d floor.1...if..,hall be t least 1'D-above 12 \ \ 1 f b: the(Scat curve weer of th I:Sd9e rNe the railroad.
the 100 year flood plain. Th,.1,1— llni.h.4 floor .1...tire
Is
r Lot 1 11—sad Let 2 1s 7sr w �•
The 100 year !lard plain for the tally d...lop.d ...ditfon is RM {\\�` yl®PIAIN t1OtL: IMlle.itlUn 1te 100 yrs rate
pity
airs,on the flood OD yaalce rete asp—nl tY
contained N1.,.the dr,1-9.
M.horn on this plat. ati• \ \ \,\ $ Paml Meter 48191C033O C effct lve Septa l
27,1991. 'lbs 1DO year(Imd Plain le antslml
Ro obIl ruction shall be sllo.ed in drainage...—at.. wltlUn UN,d<elr age easeelt,sun as determiad
\\ by tie float in luartc study of
FBI,fa N11111wern
.o structure la this lubdi vl al on .hall be occupied until it I. \f - �� county for_.hy track e1d a Iralrege report M
ectad to •potable water .apply ayetw o! the Cf 11 0! Round \ �i. : Step1m.R.O>1111e,PR I_rh 19..)for Ry Creek
Roe or enetMr.......ccapt.ble to the.flifawlen county Re.l It
a\ ` (also know as Baeva track,Itrey 0ser Cry
w.l
D.p.rt—.t. \ \ \ 'et Beer Cr ej
(VOL.2107 PG.134 1
% .tractus. to this ,ubfi.latoa shall b. occupied until 11 1,
...cL
sled to the..at...t.r col lotion slat.. arc..1.•11 1.IA1 UNPLATTED
W llll.wren L1eat1 N1a1ik D.P.rtw.nl. � E
.NIIIIn4.1laeck Ila..oA...e.In...............ally of R...4 Ase. 1 9.822 AC.1 \ \ \\\ 3/4
2.a1n6 Or4b....n..b1w.M..
A ARUSNY CREEK
t �
E. / I
CLIENT TERRY WILLIAMSM �1'
---- a0J1• I3L70• - -- /l , Sgll
DATE FEBRUARY 14,1992 .a7[44x As7'7Ys•W AS
os 7D'IY s1lM\/EYa.G -
OFFICE pb COUNTY ROAD 174 310.1 bee c..w� ."ann..r..1646
CREW GONZALE2 1 BRUSHY CREEK ROgD 1
F.B. aa6 SHEET 1 OF Z
PLAT N0.: 4455-01-OI
DISC B6
reg
aa1,teal t teas
BEAR CREEK PLACE
CITY OF ROUND ROCK
DESCRIPTIUII WILLIAMSON COUNTY, TEXAS
Or A 19.910 ACRE TRACT Of LEAD OUT Or THE
WILLIAM DU AN SURVEY, ABSTRACT NO. 190 AND
TBE DAY ID NARY BURY", ABSTRACT NO. 130,
WILLIMSON COUNTY. TAXES, ALSO BRING GOT Or
A x9.372 ACRE TRACT DRSCRIBED IN VOLUME
2107 rAOE IM, DEM RECORDS OP WILLIABOII
COUNTY, Tette; @AID 19.550 ACRE TRACT Or STATE Or TEXAS 1
LAD BEING MORE PARTICULARLY DESMIMM Al
FULLON.: ) AOM ALL MM BY TRUE PEES-9
COUNTY OF MILLI MBOR 1
.-M...at•f'iron red found.t•I....
I*Castn the a ISna b•lr... s•1d THAT T-Y A WILLIAM!, man OF 29.372 ACA!a Or LORD OUT Or THL
Do , 'Rd Carr, Serve,• •na mer!Mast MI L L I
AM DUGAN SURVEY, ABSTRACT RD. 190 AND THE DAVID CURRT
of o 1.05 • e treat deer abed In SURVEY, ABSTRACT NO. 130, WILLIMSON COUNTY, TEXAS, As CONVIYLO
,olv.. 66., P,p• 657, Milli,.,on CDunlY TO N[M 0Y DIED RECORDED IN VOLUME 2107 PAGE IS4 or THE
Geed Raeo[es; 06tD MICORDS Or MILLIMSON CUU.TY, 1'1XA1; MRS HEREBY SUBDIVIDE
19.550 AM a Or LAND OUT Or Tat 29.372 ACRES IN ACCORDANCE KITH
TtMCE 111'15',6"t]01.60 fe.t a!!A,!ecce•1«p said< THE FLAT AB BNOMN HIRED. TO.9 a.OMN AS a A MERE PL K[AND DO
v.y Ilne
ad«aer1Y Ilne of sold 1.03 ears tree!!o•i'Iron rod RER CBT DEDICATE TO THE PUBLIC THE UaE Or THL
Set at•s aHyl.point; EASEMENTS SHOW" MERE... SAID TRACT IS .0.J ECT TO ANY EASEMENTS
OR RESTRICTIONS.DMBTOFORE GAUT..A..NOT RELEASED.AMD DO FURTHER
TBMCt 919.05'OJ'E]1].29 feet atA• ten ce•loop!•Id caaeaon CERTIFY THAT THERE ARE MO LIEMHOLDER9 OF RECORDIERT41.1.T.T.1IROIE.TY.
sutv.Y Ile.«d w.et.rly I1n.e!safe 1.05 ser.treat !o,f'iron tad MI!REDS NY BARD"IS 1�*' DAY Or rd1AaAal 199 2 .
towed a! !\.
earth
...terlT a o1 . 5,321square Peet portal
•<guirad by Far, bluff Munlcip,l Utility District by Jadaeawnt under
the 277th Dl strict Court of Williams County, Teas, in C. .
.o. 87-
62S-C and 17-715-C tiled December 12, 1986;
T qRY A. LI-
TB44N:[ the following Poet (4) Co.....
Huth. ....... •long the 3202 FREE9OMI DRIVE
petl.etsr o!sad 5,381•quare foot parcel: ROUND ROCK,TERAS 70681
1) 897.26.11^11 93.33 fast to A i^iron red get;
)
x) 317'37'04"9 47.40fast to.P 1r«roe•.e; STATE or TEEM
)
]) 874'00'53-9 60.05 Seat to.shah 81St tense Ppost; CODm Or RILLIMOM
4) :71'22'31"E 41.23 feet to . i" Iran red found on the REFORM HE, THE UNDERSIGNED AUTHORITT, ON THIS DAT PERSONALLY
e•hrl, line
o! • 1.91 • • Eta<t described 176 V0was APrMRED TMRT MILLIMB ROOK. TO ME TO BE TRE FAMOUS NROBE.ME
IS SUBSCRIBED TO TEM FOREGOING INS'TRUMMT. AND RCVAMLIDGM TO ME
637, Polls005, .1111 Yon Count,Dead R....ds; THAT MR EXECUTED TRE BARE FOR THE PURPOBES AND CONSIDERATION
_ "Unix MP11MW.
a. %RCZ 81g'S]'76'l 174,11 east with.fent! *long old e O vSo
UMOER BY RAD ANI IML Or Orn C[ rale ao,, DAT Or
•1 d a ssd ras to rll Ilse of asld 1.91 Rets treat, to • i" Iran
roe leoa,t as asgl.Dof.t: 19`111.
_ A
TMMCD sw.. ', 1 310.17 ha with•fent.,loop A c
«Y Its. and r.sterl) Ile, of test
1.91 •ere treat, to • f" it.. �l
rod found a as angle point; O RT UtLIC IN AND FOR TRE
STATE Or TEEA@
nn1cM cad at 19^t a1. eq the fes ee lin. 19.86 tea to.
3/1"Ito.red,Sued,t.e.ogle Feint: Printed M•aw: N.t£"e
N1 Co�haa, -
TMMCE ,511 6.20 e a o«Sno the t«c. Ifne at :d) east,
total
diet sscs eE 116.x0 het He . 1^ Iron toe Sound on the north.rle
rlfilet-ot-as) the of coon!, p4.9 1. (Brash) Cr.sR Beod); at the
outhreof thi a et said 1.91 ,era trsst for the ,outhas,hrly
eoreer et t\Ss Erect:
MMCC the tapering three (3) Hous., along the n,rth,,Iy Apptevad tAl, dal of 19 , by the Cit,
rhbt-of_we
1 : as of Count,peed 171: J9-��
Plonn hg and loving Cowrsienlen o the C1tr of 11 ound Pack. Terse
«d •ut horl sad to be Ill ed for r Ord b, the C nI Clerk of
1) 913'5O'5O^K 71.29 tut to,i^1[es rod found; Kll ll.uon County, iss,s.
2) .86'27'19^9 132.70 last to• i^iron rod found: J
he C f rase
3) nt'lt•s1^M 90.11 tea to.i•iron Yea•a:
tMMCE X1l')1'19'M ])L U41111t.."
!.a to . 5/1^ fro. rod found ,t _
the,outhuatarll corse!of Fookao vill«e, a aubdl Yi.lon retarded In ob r!R. Bolero sec Ian
Cabinet C, Slid« 319 to ]21. Plat Record• a! Milli..eon Count/. o
rs,as' =tM
lo!"
arinp t1«(5) eeur,e •l enp tM e«tetly Ilne PASSED R11D APPROVED, on the d•Y 19,
et«1d Toak•r•v1I1 a0.and Tont•r,Sprinas, ••ubdt•t.hi r.o,d.d to ,Slee/!^a,SLI
Cabinet C, Blida, 316 to 319, Fiat p...r ds of .Slll..sosc County.
Tet«:
1) R17.34.49-K 081.07 fast to• i'Iron rod found; Miketables an, M*,ar
Cit,of Round RoCk, ta„s
2) 917'30'30"9 pass Ing the eoaeen eornar of Tack- Ville,.
sodTonka« .pr i.e. at 524.66 lest, . total dlatasc. 01
set.60 teat to a i'1,0,tae found;
]) M64V0'48"N 36.00 feet to.Rod all found; asna Land, CItY 9eer.t,n
tY et Round Raet, Tsss•
4) N51`42'01"9 24.15 test to o 3/1'iron rod found:
5) 906.20•x6.9 261.61 last to. 3/1" Ito, red Pound on the
ou t hotly right-of-ray Ile. oI County goad 173 ,t the THR STATE OF TEXAS 1
nor th...t Soros o!Heid ronkuo Sprl np,;
eoum or 9nmANeoM 1
TBMCc the following tout!•« (141 consecutive courses long
,Did...tMr l)rl ght-e/-was line of Count,Road 175 (Be.Base Road): 1, 81aln• 91...11, Chtk of
the Count, Cour! of ••ld County, do
hereby mortify that the foregoing hetrVwent Sn writing, with Its
1) 977'52'07"E 16.11 lest to a i'Iron rod at; tlfic,tlon t alM ntle,llon. r« lll.d !or d in )
jjales en the"t day of AA.D., 19fj� ,t (tet_0'ciock
2) 961.26'02^E 119.79 fast to•i"Iron rod found; LT.M. 176 �A} FI t R.eotds of ,.Id County, in %blas! �_
el ids, (,)Ieba.
3) 876'33'55"2 97.17 last to, i" it..rod found;
91c.9 HA.D ORD SEAL of th. Ceuntl Court sold Count,. at
/) 877'02'17^E 93.28 ha to•i"line cod found; of till«Ino George«n, T.sss, tM des I,st above.written.
5) 859'!6'09"R 58.15 feet to•.....at.M'USA't found; CLAIRE BISSELL, Clerk, Count,Cour!
Mlll•,I eeS Co�untl,,.'r.•;R_•s,
6) 864'23'56"E 91.40 hlA
e!to•i",ton red found; Bl: i/
7) 869'10'57"9 200.17 fast to a i"IT,,rod Eoand: Deputy
we
{�
1) 867'22.13"E 17.84 Eone
to•e . .o
. nc.cfound;
East
i
A,
9) e68'23'55"E 111.13 fast to,i^ toeat;
rod set: Dewe
10) 872.16.20"E 102.23 feet to a i'1r«red found;
11) .74•22.57^2 135.47 Past to.temente.on-.t Mound;
12) 576.11.59'[67.42 Past to. i'iron red••t;
1]) 876•25'02"E 21S.70 east to. i^its,rod found:
1/) .71'5.5'0]"t 5).]1 East to . i" it,, rod found at the
orth.rnwo,! c76of • 1.36 • r• treat described I,
Volt 793, to0. /5. M.d Reeord, et .Illi.aw os Count,.
T«..for the..at.rn I eet.e[of th. er.at:
TIMCE 870.49.40"9 passing a i'Iran rod laced,t 6.31 bat,
• tot., di,t"c' e! ]03.11 t..t •long the c n Ile. Mt«as I.
tract ,ad „Id 1.36 • treat !o • i' ,ton rod !ound of • ample
Point an the SortMrllc line of , 1.35 • . t,ec! ..Ra r l6.d to Vol aloe
66.. P,9.932..1111.-County Dead Record,;
iEMCE th. toliorin, two (2) c ,long sold crease, Ilea
batrees Phi,I. and said 1.35 ...treat;
Il 860'26'01"9 335.86 East to,3/4^Iran red found;
2) •.51.493 113.19 fast to•3/4',ren rod found 1.Ron.,
Saar Cr.0".«k ,! the
.e rtM ut.rlY eornar of the 1.03 act•
treat p-1-11-1ar«eed, / 1
THMCt [he 1o11-inp two (2) tour • Along the canon It,,
bar....this tract.ad,aid 4.05,e,.treat:course*
1xMYVlvMM
1) 937'32'2e^.83.35 t•.t to. 1'iron roe,none;
xl e59•02'25^. 111.61 Sea to the rolNr or Sea INR IMO. O0371-M
CONTAIN If.19.5s0 aero.of lase' SHEET OF 2
EXHIBIT"B"
DESCRIPTION OF DISTRICT WATERLINE IMPROVEMENTS,EXISTING WATERLINE
IMPROVEMENTS AND PROJECT AREA
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
fr 8
6
2
� 7
uaj 4 GRAPHIC SCALE
!J 0 too 200 400
' O SCALE IN FEET e
o
LEGENDM�DWWA. oLL'
TMtN = « TFA UNE
SAM aASSRD ` 1�"V/^l/v ri+ !�.''`^.' e l , i -------PARCEL WNOM � Y Lu
00
Tr RqW marc UJ
" .,s ? „ e°p G C_203 fiEasB�vo E a i la
.. f• a 1 o",
7. 5E Y
PROPOSED 12" a 72.5
WATER LINEAft13
. A SAM
jig
F 1 :.. � r, • eAyy pz
_�
!�!� �.'V r .� ��✓� ��'� q Mpg
Ne c-101
a 14
Ne.
0226.22010
BEHRENS RAMER MASTER TREE UST
1I6 - rti ASSOCIATDN _
CALLED 051 ACRE TREE 903:a TYPE - 8
u
_ W.CT. TREE GRAPHIC BCAIE
3 r ---.. . TA; MULTFTRUMK TREE EXAMPLE. 0 70 10 40 Bp ^
LNE OAK SC E IN FEET
0 N 3D1 22' 20 2201
309 10'UVE OAK
CE OAK
LEGEND. y
311 12.5 CEDAR ELM i b
PROPOSED t Y DI RAW WATER 315 IT CEDAR ELM (RWFD RO PROJECT)
1 / 318 SCEOAR ELM PROPOSED IT MW WATER UNE(BY OTHERS)
HOP 317 11°CEDAR EW PROPOSE.24'WATER UNE(BY OTHER.)
IHV PROPOSED 1T WATER UNE(BY OTHERS)
//
318 10.5 CEDAR EW(12.10b) /
LVA EXISTING S WATER ONE
P
322 10'CHIIgSE R9TACIE / f/ eKa nc FASTING S WATER UNE IAC PIPE)
.. IIGNMFNTq.srq 0.6163 .T -. .� 323 2YCEDAR ELY(18.5.11) EXI!//!'� YM EXISTING 12'WATER LINE IDI PIPE)12'WATER LINE 2
BEGIN 12 1Al O Q
///PIPE REMOVAL GNMENT A,STA 0 /yEFf
ALIGNMENT A STA.2.1163 BEGIN I2 AC BEGIN II'AC F W
BEGIN NEW 12'O W PPF (.As END NEW 24'STEEL CASING PIPE ABAMOdI PIPE REMOVAL -12A1 PVL EXISTING 12'WATER LINE(PVC PIPE) Z
CAUTION II 0665)% N N:10196b2 Tt ALIGNMENT A STA 3.5511 _ %�)
TIF INTO PROP 11'O m PIPE EXIST.]0-YVL 311616800 E.3119283.2. EMD IZ'AL P DEF.0'Ot 01'IT —tM AC EXISTING 12 WATERLINE J J O
PROP PIPE REMOVAL END ABANDON
N10166406 I4 —1WA EXISTING I9'WATER LINE WyQ
fl I.Y T1, FS NSTALL NEW 12-DI PIPE 1 PIPE ABANDON /311840151 MVA 01 (DI PIPE) ?FW F V
INV OTHFR61 AC IN 14'STEEL USING(135 LF) C-30J 1°` AUGNMENT A-STA 2N864 t -- EXISTING 24'WATER LIFE(DI PIPE) LL%QI a
INSTALL NEW 11—BEND —]WA O—EXISTING 3P WATER LINE(DI PIPE)
P.I'DEF. 45'00'W'RT. YA EXISTING WATER UNE(SIZE UNKNOWN) W 5 X! N
yd =
L _ FV 88493. 2'BE LID WL EXISTING WATER VALVE C V
15.39 _.._ _.. _.. _.. MY 'tea OO
AL GNMEMA STA.ONd.21 -0 EDGE -_O - ___ _ _______ _ _ _�. ® EXISTING WATER METER SVJO
E�311B3 Q III
INSTALL NEW 11'45'BEND _ +
_ T pf. -�- --TN910� _ Pµ_.-1 IVN EXISTING AIR RELEASE VALVE j 2 O
PI DEF.�45'00 0P RT. - - _ ,T WV 1Q'L _SE'A FN �'
A,11 18853194 INSTALL y �� 0{.' f00, EXISTING WATER LI NE TO BE ABANDONED IN a
3t 1Bt3606 61 1', SN1FFNCF 5 SMIN. S - +- _ _ _ _ _ sp �.PLACE OR REMOVED my� NA y
FSMT C 304 5 INSTALL PPS1 1�- A A —I — EX STING UNDERGROUND TELEPHONE LINE (.7
aPUE 8 SIITFENCE SMIN, ALIONMENTA 9AWCUT EX IST.CONCRFTF FOR Z (L
PROP 2< 1 AF ._ N INQTALL NEW 12'd PIPE OPEN�CUT PIPE INSTALLATION m EXISTING TELEPHONE BOX O
300 (NY.TNF T P IFAYL - -- ' REPLACE AND REPAIR CONCRETE PIATaT PROPOSED AT&T UNDERGROUND LINE I.
RS' ALIGNMENT A-STA 2•m 00 TO MATCH EXIST.CONDITIONS r a
1 PROP WA RLIN MT. INSTALL NEW FLUSH VALVE ALIGNMEMA-STA,2.88.66 OR BETTER e —FBF—F—EXISTING UNDERGROUND FIBER ORTIC CABLE 3
303 NMENig5TA 0,60 F0 a IOCOR OE 9 )SPLA /
STALL NFW tT e5'NF NO 6J 3 A35EMBLY INISTALL HW 1745 BENp CITv OF ROUND HOLK (SEE NOTE 8)
PI OF 3-16'06"IT I N URVY) 303 H1018815d)5 PI.DEF.<47•4512.11 TgACT1 (APPRO%.11 LF) 6303 —OE—OE—EXISTING OVERHEAD ELECTRIC LINE m FE
Otfifi526 Ot E'.]118313.12 N1019B435.23 CALLED 359 qC I 'PP
EXISTING POWER POI { P Y
F 31161419tl 1 1 13 1 S E:3118]23.31 DOC N010t
31y^ o P R w 5093062 c i 1 f PPP PROPOSED POWER POLE(ONCOR)
FH 14 EXISTING FIRE HYDRANT
fll A PROPOSED FIRE HYDRANT
�yJ
PROP.WYOMING SPRINGS OR 5.11 EXISTING SURFACE CONTOUR(SURVEYED)
wF Syy YRB
y I 2� C f
z b A -X—X—X—x- EXISTING BARBED VARE FENCE UNE m �I�Sk �
eFO f,( � pp. EXIST FIRE HVOMHT 1 -0 O O FASTING CIWNUNK FENCE Fg'� IES} ■
[EP� a 1. [Z=55657 Is
FLUSH VALVE y rc O r"W r.
CONNECTED
ST>eO WI ' --—_ PARCEL BOUNDARY(SOURCE:WIUAM90N CAD)
c >l u1S x 4 ~G ~// ASSEMBLY SURVEYED R.O.W.
Gm of
O w ORIOUND FH ___.._.._.._.._.._.._ PROPOSED R.O.W. ) _
9 } Hula m O u EXISTING EASEMENT
<7 u H g 3 a` PROPOSED (
ROADWAY B IlT FENCE
d BASE _ _ �SF—SF S
-__-_ � EXISTING PAVEMENT0�2
_ZKPROPOSED PAVEMENT
ROUND ROCX ROAD PROJECT _
_-___ -----112'DI PIPE 0-1.33% *G*
Ex Fmo
' EXISTING TREE(TO REMAIN)(OUTRC
ER CILE *3{
p o O INDICATES CRITICAL ROOT ZONE)
VTO TOP nF( 569°I° ¢C
__--- )1.0, OS OF CASING "HSR e1P� (� ® EXISTING TREE REMOVAL
I Ate, c'
"��x� 12'DI PIPEy
O O 0 0.00% GENERAL NOTESJ ,.s
OgS/k r F�ogw
3'TO TOP IM $yL
,gO�LL msg4 OF PIPE 7 1 CONTRACTOR SHALL FIELD VERIFY ALL
!I a UTILITIES BEFORE CONSTRUCTION.
71Z .O 2 CONTRACTOR SHALL MAINTAIN WATER
SERVICE THROUGH EXISTING BCMUD 11'
t9 3 WL AT ALL TIMES EXCEPT AS REQUIRED
Z
FORCONNECTIONS PROVIDE BCMUD A
`I NEW 12'DI PIPE H4 9 MINIMUM OF TWO WEEKS ADVANCE NOTICE
76a - I.. ®. ENCASED -_ I.ALL BENDS SHALL HAVE RESTRAINED
h g[ g M 21'STEEL CABNT' - m ^ . JBLOO SNG(DETAIL 2,(DETAIL 5, N l I THRUST a R
4 4 CARRIER PIPE SHN-L JOINTS THROUGH THE HCASING PVE IPING GANO Ji
W LF BEYOND END GF CASING.
$g O�O 3 i PROTECTION��. CONTRACTOR SHAH PROVIDE TREE SN441 No
b u�ZoZ a, dti Z, ^�Qf. Qwnxw' �I�h T ZONEIDETNLSS�D384.G3E THE�olil� 7 C 14'
_ZDCO� mod ~LBLL 39'. ru m � ~(2 rl vHi4� �� 0 20 409.'OT
SHALL MAINTAINONE
CONCRETE DRIVEWAY TO FIRE STATION AT
-0.25 0+00 1+00 2+00 3+W 1+00 Ii2$SGALEIN FEET ALL TIMES.CGNCRETEDRNEREPARWILL *I Ne
VERTICAL EXAGGERATION• 5% BE RATED FOR 90.000 LIN LOADING. 0226.22010
01111— I 8
_ TREE 81ZE a TYPE - �(�
TREE �--'-$F�--�--SMF � Irt R Vr Va ce � GRAPHIC SCALE S
TAM MIA.TI-TRIMK TIffEE%AYPIE - 0-0— FBF—I—F—F—T— lI
--F—�
rum E OAK(a,2,x,,) ��T �F�F— N F�iH N o to m b SO
w N N—
NT
OIL
324 2P HACKBERRY(12.8,11.8,11.8,10) ---- a SCALE IN FEET
3x5 11.6-HACR®ERfRY
2x0 21F MESQUITE -.. - ..
]21 1T.S CEDAR EW y
O2{ 1{.S CEDAR EW 1 S
LEGEND:
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GENERAL NET EB: x!`6a►r�U
T I Z 1.CONTRACTOR SMALL FIELD VERIFY ALL
Z Sy 1 I UTILITIES BEFORE CONSTRUCTION. 5 f1 pp
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3 I }F SERVICE THROUGH EXISTING SCMUD 12- _ yp
3 I I WL AT ALL TIMES EXCEPT AS REQUIRED Fi}
FOR CONNECTIONS.MCVNDE BENUO A P
a MINIMUM OF TWO WEEKS ADVANCE NOTICE. d/
ALL BENDS SHALL HAVE RESTRAINED
{ ti. JOINTS(DETAIL S.C WAND THRUST j
BLOCKING
CARRIER RIP SHALL.UAW RESMANED
m AA Fg A JOINTS THROUGH THE CASMG PIPING AND
N[F BEYOND END 0 NG
5.CONTRACTOR SHALL VI
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PROR00FZONE"(OEETTALI91.2. �cw.)� C-202
Z (j r <HIJ xx S CONDUCTOR SHALL MAINTAIN ONE 8 14
HZLL wQri 1n?A'IJi �N�iri wU4' <QLL 0 20 4/ CONCRETE DRIVEWAY TO FIRE STATION AT
ET �TIMES 3+75 N00 5+00 6.00 7.00 SR00 S•15 VERTICAL EXAGGERAT • 8X BE RATED FOR 1143,000 ftETE IVE AIR MALL
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Irwt GENERAL NOTES:
1.CONTRACT OR SHALL FIELD VERIFY AL L 0
UTILITIES BEFORE CONSTRUCTION. T.I� A
1 2 CONTRACTOR
SEA EXISTING WATER
SERVICER E I'
( VA AT ALL TIMES EXCEPT ASREQUIRED y
I FOR CONNECTIONS.PROVIDE"MUD A x A
MINI ON OF TWO WEEKS ADVANCE NOTICE. X Eip
I3.ALL BENDS SHALL HAVE REBTRAIHED j
m - 8 JOINTS(DETNL 5.C 3W3)AND THRUST 9
BLOCKING(DETAIL 2,-1. 3
>> 4.CONTRACTOR SHALL MNNTAIN EXISTING
DRIVEWAY ACCESS AND BE—"STAID
P2 DRIVEWAY TO EXISTING CONDITIONS.
4 S.CONTRACTOR SHALWEE.L PROVIDE TREE
ROOT zw�(aOUNLS 1.2.3u.GTBE 4KX) sn.el NP
TICAL
a C-203
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0 20 d0 -
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