R-2016-3683 - 8/11/2016 RESOLUTION NO. R-2016-3683
WHEREAS,the City desires to purchase certain property interests necessary for the University
Boulevard Project, and said tracts ("Property") are described as follows: All of that certain 0.024 acre
tract of land (Parcel 17) and a Temporary Construction Easement interest in and to that certain 0.0335
acre tract of land (Parcel 17TCE); and
WHEREAS, Crown Investments, LLC, the owner of the Property, has agreed to sell said
Property to the City,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 a Real Estate
Contract with Crown Investments, LLC, for the purchase of the above described Property, a copy of
said Real Estate Contract 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 11th day of August, 2016.
ALAN MCGRAW,Mayor
City of Round Rock, Texas
ATTEST:
%ftAA9A6
SARA L. WHITE, City Clerk
0112.1604;00361805
EXHIBIT
"A„
REAL ESTATE CONTRACT
University Boulevard Right of Way
THIS REAL ESTATE CONTRACT ("Contract") is made by and between CROWN
INVETMENTS, LLC, a California limited liability company, (referred to in this Contract as
"Seller", whether one or more) and the CITY OF ROUND ROCK, TEXAS (referred to in this
Contract as "Purchaser"), upon the terms and conditions set forth in this Contract.
ARTICLE I
PURCHASE AND SALE
By this Contract, Seller sells and agrees to convey, and Purchaser purchases and agrees to
pay for,the tract(s) of land described as follows:
All of that certain 0.024 acre tract of land out of and situated in the Ephraim Evans
Survey, Abstract No. 212 in Williamson County, Texas; being more fully
described in Exhibit"A", attached hereto and incorporated herein (Parcel 17); and
Temporary Construction Easement interest in and to all of that certain 0.0335 acre
(1,460 SF) tract of land out of and situated in the Ephraim Evans Survey, Abstract
No. 212 in Williamson County, Texas; being further described and shown in
Exhibit`B",attached hereto and incorporated herein (Parcel 17TCE);
together with all and singular the rights and appurtenances pertaining to the property, including
any right, title and interest of Seller in and to adjacent streets, alleys or rights-of-way (all of such
real property, rights, and appurtenances being referred to in this Contract as the "Property"), and
any improvements and fixtures situated on and attached to the Property described in Exhibit "A"
not otherwise retained by Seller, for the consideration and upon and subject to the terms,
provisions, and conditions set forth below.
ARTICLE II
PURCHASE PRICE
Purchase Price and Additional Compensation
2.01. The Purchase Price for the Property described in Exhibit "A" and the Temporary
Construction Easement interest for the Property described in Exhibit "B" shall be the sum of
TWENTY SIX THOUSAND FIVE HUNDRED TWENTY and 00/100 Dollars ($26,520.00).
00359925.DOC
Additional Compensation
2.02. As Additional Compensation for the acquisition of any improvements upon the
Property described in Exhibit "A", and for any damage of cost of cure for reconfiguration of the
remaining property of Seller, the Purchaser shall pay the sum of FIFTY EIGHT THOUSAND
THREE HUNDRED EIGHT and 00/100 Dollars($58,308.00)
Payment of Purchase Price and Additional Compensation
2.03. The Purchase Price shall be payable in cash at the Closing.
Special Provisions
2.04. As additional compensation and as an obligation which shall survive the Closing of
this transaction, Seller shall not be required to pay any fees associated with obtaining any permits
or other prerequisite requirements by Purchaser in order to construct a reconfiguration of Seller's
parking lot and related facilities required by and resulting from the acquisition of the Property
described herein.
ARTICLE III
PURCHASER'S OBLIGATIONS
Conditions to Purchaser's Obligations
3.01. The obligations of Purchaser hereunder to consummate the transactions
contemplated hereby are subject to the satisfaction of each of the following conditions (any of
which may be waived in whole or in part by Purchaser at or prior to the Closing).
Miscellaneous Conditions
3.02. Seller shall have performed, observed, and complied with all of the covenants,
agreements, and conditions required by this Contract to be performed, observed, and complied
with by Seller prior to or as of the Closing.
ARTICLE IV
REPRESENTATIONS AND WARRANTIES
OF SELLER
4.01. Seller hereby represents and warrants to Purchaser as follows, which representations
and warranties shall be deemed made by Seller to Purchaser also as of the Closing Date, to the
best of Seller's knowledge:
2
(a) There are no parties in possession of any portion of the Property as lessees, tenants
at sufferance,or trespassers, other than previously disclosed to Purchaser;
(b) Seller has complied with all applicable laws, ordinances, regulations, statutes, rules
and restrictions relating to the Property, or any part thereof;
4.02. The Property herein is beingconveyed to Purchaser under threat of condemnation.
ARTICLE V
CLOSING
Closing Date
5.01. The Closing shall be held at the office of Capital Title of Texas on or before August
19, 2016, or at such time, date, and place as Seller and Purchaser may agree upon, or within 10
days after the completion of any title curative matters if necessary for items as shown on the Title
Commitment or in the contract(which date is herein referred to as the"Closing Date").
Seller's Obligations at Closing
5.02. At the Closing Seller shall:
(1) Deliver to the City of Round Rock, Texas a duly executed and acknowledged Deed
conveying good and indefeasible title in fee simple to all of the Property described in Exhibit"A",
and a duly executed and acknowledged Temporary Construction Easement conveying such
interest in and to the Property described in Exhibit "B", free and clear of any and all liens and
restrictions,except for the following:
(a) General real estate taxes for the year of closing and subsequent years not
yet due and payable;
(b) Any exceptions approved by Purchaser pursuant to Article III hereof; and
(c) Any exceptions approved by Purchaser in writing.
The Deed shall be in the form as shown in Exhibit "C" attached hereto. The Temporary
Construction Easement shall be in the form as shown in Exhibit"D" attached hereto.
(2) Deliver to Purchaser a Texas Owner's Title Policy at Purchaser's sole expense, issued
by Title Company, in Purchaser's favor in the full amount of the Purchase Price, insuring
Grantee's fee simple and/or easement interests in and to the Property subject only to those title
exceptions listed herein, such other exceptions as may be approved in writing by Purchaser, and
3
the standard printed exceptions contained in the usual form of Texas Owner's Title Policy,
provided,however:
(a) The boundary and survey exceptions shall be deleted;
(b) The exception as to restrictive covenants shall be endorsed "None of
Record", if applicable; and
(c) The exception as to the lien for taxes shall be limited to the year of closing
and shall be endorsed"Not Yet Due and Payable".
(3) Deliver to Purchaser possession of the Property.
Purchaser's Obligations at Closing
5.03. At the Closing, Purchaser shall:
(a) Pay the cash portion of the Purchase Price and Additional Compensation.
Prorations
5.04. General real estate taxes for the then current year relating to the Property shall be
prorated as of the Closing Date and shall be adjusted in cash at the closing. If the Closing shall
occur before the tax rate is fixed for the then current year, the apportionment of taxes shall be
upon the basis of the tax rate for the next preceding year applied to the latest assessed valuation.
Agricultural roll-back taxes, if any, shall be paid by Purchaser.
Closing Costs
5.05. All costs and expenses of closing in consummating the sale and purchase of the
Property shall be borne and paid as follows:
(1) Owner's Title Policy and survey to be paid by Purchaser.
(2) Deed,tax certificates, and title curative matters, if any,paid by Purchaser.
(3) All other closing costs shall be paid by Purchaser.
(4) Attorney's fees paid by each respectively.
4
ARTICLE VI
BREACH BY SELLER
In the event Seller shall fail to fully and timely perform any of its obligations hereunder or
shall fail to consummate the sale of the Property for any reason, except Purchaser's default,
Purchaser may: (1) enforce specific performance of this Contract; or (2) request that the Escrow
Deposit, if any, shall be forthwith returned by the title company to Purchaser.
ARTICLE VII
BREACH BY PURCHASER
In the event Purchaser should fail to consummate the purchase of the Property, the
conditions to Purchaser's obligations set forth in Article III having been satisfied and Purchaser
being in default and Seller not being in default hereunder, Seller shall have the right to receive the
Escrow Deposit, if any, from the title company, the sum being agreed on as liquidated damages
for the failure of Purchaser to perform the duties, liabilities, and obligations imposed upon it by
the terms and provisions of this Contract, and Seller agrees to accept and take this cash payment
as its total damages and relief and as Seller's sole remedy hereunder in such event. If no Escrow
Deposit has been made then Seller shall receive the amount of$500 as liquidated damages for any
failure by Purchaser.
ARTICLE VIII
MISCELLANEOUS
Notice
8.01. Any notice required or permitted to be delivered hereunder shall be deemed received
when sent by United States mail, postage prepaid, certified mail, return receipt requested,
addressed to Seller or Purchaser, as the case may be, at the address set forth opposite the signature
of the party.
Texas Law to Apply
8.02. This Contract shall be construed under and in accordance with the laws of the State
of Texas, and all obligations of the parties created hereunder are performable in Williamson
County,Texas.
5
Parties Bound
8.03. This Contract shall be binding upon and inure to the benefit of the parties and their
respective heirs, executors, administrators, legal representatives, successors and assigns where
permitted by this Contract.
Legal Construction
8.04. In case any one or more of the provisions contained in this Contract shall for any
reason be held to be invalid, illegal, or unenforceable in any respect, this invalidity, illegality, or
unenforceability shall not affect any other provision hereof,and this Contract shall be construed as
if the invalid, illegal, or unenforceable provision had never been contained herein.
Prior Agreements Superseded
8.05. This Contract constitutes the sole and only agreement of the parties and supersedes
any prior understandings or written or oral agreements between the parties respecting the within
subject matter.
Time of Essence
8.06. Time is of the essence in this Contract.
Gender
8.07. Words of any gender used in this Contract shall be held and construed to include any
other gender, and words in the singular number shall be held to include the plural, and vice versa,
unless the context requires otherwise.
Memorandum of Contract
8.08. Upon request of either party, the parties shall promptly execute a memorandum of
this Contract suitable for filing of record.
Compliance
8.09 In accordance with the requirements of Section 20 of the Texas Real Estate License
Act, Purchaser is hereby advised that it should be furnished with or obtain a policy of title
insurance or Purchaser should have the abstract covering the Property examined by an attorney of
Purchaser's own selection.
6
Effective Date
8.10 This Contract shall be effective as of the date it is approved by the Round Rock city
council or city manager, which date is indicated beneath the Mayor's or City Manager's signature
below.
Counterparts
8.11 This Contract may be executed in any number of counterparts, which may together
constitute the Contract. Signatures transmitted by facsimile or electronic mail may be considered
effective as originals for purposes of this Contract.
SELLER:
3830 valley center
CROWN INVESTMENTS, LLC Address:
a California limited liability company
San di ego ca 92130
By: /4,( Jtr-�-
Manager
Its:
Date: 7/25/2016
7
PURCHASER:
CITY OF ROUND ROCK,TEXAS
By: Address: 221 East Main St.
Round Rock, Texas 78664
Its:
Date:
8
EXHIBIT"A"
Variable Width Right-Of-Way Acquisition
METES AND BOUNDS DESCRIPTION
OF A
0.024 ACRE TRACT OF LAND OUT OF THE
CROWN INVESTMENTS,LLC TRACT
LOCATED IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY,TEXAS
BEING A 0.024 ACRE (1,032 SQUARE FOOT) TRACT OF LAND SITUATED IN THE
EPHRAIM EVANS SURVEY, ABSTRACT NO. 212, WILLIAMSON COUNTY, TEXAS;
SAID 0.024 ACRE TRACT BEING A PORTION OF LOT 3, BLOCK A, UNIVERSITY
MEDICAL PLAZA, SECTION 1, FILED ON OCTOBER 7, 2011, AND RECORDED IN
DOCUMENT NO. 2011067442, OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY, TEXAS (O.P.R.W.C.T.); SAID 0.024 ACRE TRACT ALSO BEING A PORTION
OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED
TO CROWN INVESTMENTS, LLC, FILED ON AUGUST 28, 2013, AND RECORDED IN
DOCUMENT NO. 2013083551, O.P.R.W.C.T.; SAID 0.024 ACRE TRACT BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a calculated point marking the northernmost northeast corner of said Lot 3, Block A and
the herein described tract, said point also marking the northernmost northwest corner of Lot 4 of said
Block A, and from which a 1/2-inch iron rod with yellow plastic cap stamped "CS LTD" found marking
the northernmost northeast corner of said Lot 4, Block A bears North 69° 24' 27" East, at a distance of
195.69 feet, said iron rod also marking the northerly end of a curving cut-back corner at the intersection
of the southerly right-of-way (R.O.W.) line of University Boulevard (a variable width R.O.W.) and the
westerly R.O.W. line of Cypress Boulevard(a variable width R.O.W.);
THENCE departing the southerly R.O.W. line of said University Boulevard (Blvd.), and with the
common easterly line of said Lot 3 and the westerly line of said Lot 4, the following three(3)calls:
1) (C-1) In a Southerly direction, 12.74 feet along the arc of a curve to the left, having a radius of
16.28 feet, a central angle of 44°49' 28", and a chord bearing and distance of South 29° 27' 42"
East — 12.41 feet to a calculated point for a corner of the herein described tract and being the
point of reverse curvature of a curve to the right;
2) (C-2) In a Southerly direction, 16.18 feet along the are of said curve to the right, having a radius
of 23.35 feet, a central angle of 39° 42' 36", and a chord bearing and distance of South 31° 01'
37"East— 15.86 feet to a calculated point for a corner of the herein described tract and being the
point of compound curvature of a curve to the right;
3) (C-3) In a Southerly direction, 5.15 feet along the arc of said curve to the right,having a radius of
401.93 feet, a central angle of 00°44' 05", and a chord bearing and distance of South 15°42' 53"
East — 5.15 feet to a 1/2-inch iron rod with aluminum cap stamped "CORR ROW" (hereafter
referred to as "CORR cap") set for the southernmost southeast corner of the herein described
tract;
Page 1 of 3
Exhibit"A"continued
Description of a 0.024 acre tract
THENCE North 83° 54' 35" West, traveling across the interior of said Lot 3, and with the proposed
southerly R.O.W. of said University Blvd., a distance of 73.49 feet to a 1/2-inch iron rod with "CORR
cap" set for westernmost corner of the herein described tract, said point being on the common southerly
R.O.W.line of said University Blvd. and the northerly line of said Lot 3,and from which a p.k. nail found
marking the common northwest corner of Lot 2, Block A and the northeast corner of Lot 1, Block A,both
lots being part of said University Medical Plaza, Section 1, bears South 69° 24' 27"West, at a distance of
276.00 feet;
THENCE North 69° 24' 27"East, with the common southerly R.O.W. line of said University Blvd. and
the northerly line of said Lot 3, a distance of 61.31 feet to the POINT OF BEGINNING of the herein
described tract, delineating and encompassing within the metes recited 0.024 acre (1,032 square feet) of
land, more or less, based on the survey and exhibit drawing made by The Wallace Group, Inc., Round
Rock,Texas in October of 2014.
Basis of Bearings: Bearings are based on the Texas State Plane Coordinate System (Central Zone –
NAD 83)which is based on Leica's Central Texas GPS Cooperative CORS RTK Network.
This metes and bounds description is accompanied by an exhibit drawing.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, Daniel M. Flaherty, a Registered Professional Land Surveyor, do hereby certify that the above
description and exhibit drawing A-4742 attached hereto is true and correct to the best of my knowledge
and belief and that the property described herein was determined by a survey made on the ground under
my direction and supervision.
WITNESS MY HAND AND SEAL at Round Rock,Williamson County,Texas.
OF l
f, o hQ.;.c�SsE.R�L
–`– r
(
DANIEL M�FLAHERTY
O4—an�ielM.Flaherty, R.P.L.S. No. 5004 ••..........................•••••
The Wallace Group, Inc. 50oG ate;
One Chisholm Trail, Suite 130
Round Rock,Texas 78681 SUR`l�
Ph. (512)248-0065
TBPLS Firm No. 10051701
See attached Plat No.A-4742 10-08-2014
22824-FN08.doc Date
Page 2 of 3
EXHIBIT "A ' '
(VARIABLE WIDTH RIGHT-OF-WAY ACQUISITION)
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION OF
A 0.024 ACRE (1,032 SQ. FT.) TRACT OF LAND
IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY, TEXAS
CURVE TABLE
CURVE DELTA RADIUS LENGTH CH. BEARING CH. DIST.
C-1 44'49'28' 16.28' 12.74' S 29-27'42" E 12.41'
C-2 39'42'36" 23.35' 16.18' S 31'01'37' E 15.86'
0-3 00'44'05" 401.93' 5.15' S 15'42'53' E 5.15'
SCALE: 1" = 100'
VARIABLE NADTH R.O.W. ACQUISITION
0.024 ACRE (1,032 S0. FT.) FIELD NOTE UNIVERSITY BOULEVARD
-- POINT OF (VARIABLE WIDTH R.0.W.)
BEGINNING 1/2" IRON ROD WITH
YELLOW CAP STAMPED
A� CS LTD" FOUND
ti S 69'24'27' W N 9'24'27' E N 69'24'27" E (/
276.00' 61.31' 195.69'
LOT 1 LOT 2 C-1 EXISTING R.O.W. LINE
BLOCK A BLOCK A N54 � �`C-2
LOT 3 49' 1Y C-3
BLOCK A LOT 4 LOT 18
BLOCK A BLOCK 8
PROPOSED (STORMWATER DRAINAGE EASEMENT)
R.O.W. LINE
CROWN INVESTMENTS, LLC � w CHANDLER CREEK MEDICAL PAVILION
DOC. NO. 2013063551 ti ti UNIVERSITY MEDICAL PLAZA, SECTION 1 j CABINET FF, SUDES 329-331
O.P.R.W.C.T. p p DOC. NO. 2011067442 P.R.W.C.T.
FILED: AUGUST 28, 2013 J�' O.P.R.W,C,T. 3 FILED: APRIL 21, 2009
FILED: OCTOBER 7, 2011 O
UNIVERSITY MEDICAL PLAZA SECTION 1
DOC. NO. 2011067442O.P
FILED: OCTOBER 7, 2011 CYPRESS BOULEVARD
Epi (VARIABLE WIDTH R.0.W.
N
cli
I
V
GENERAL NOTES = FOUND MONUMENT
ro1.) ALL PROPERTY CORNERS FOUND ARE CONTROL MONUMENTS.
o Q = SET 1/2' IRON ROD WITH ALUMINUM CAP STAMPED
0 2.) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS AND "CORR ROW
CONDITIONS THAT MAY BE APPLICABLE. & = CALCULATED POINT
0 3.) THE SURVEYOR DID NOT ABSTRACT THE SUBJECT TRACT. P,R.W.C.T.= PLAT RECORDS, WIWAMSON COUNTY, TEXAS
v 4.) THIS DRAWING IS ACCOMPANIED BY A METES AND BOUNDS DESCRIPTION. D.R.W.C.T.= DEED RECORDS, WIWAMSON COUNTY, TEXAS
5.) BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM O.R.W.C.T.= OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS
c (CENTRAL ZONE, NAD83) WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS O.P.R.W.C.T.= OFFICIAL PUBLIC RECORDS. NAWAMSON COUNTY, TEXAS
< COOPERATIVE CORS RTK NETWORK.
a
ti
The Wallace Group, Inc. of i
I One Chisholm Trail, Suite 130, Round Rock, Texas 78681 (512) 248-0065
Engineers ■ Architects ■ Planners ■ Surveyors Co.
N TBPLS 10051701 Waco * Killeen * Dallas * Round Rock TBPE F-54 """""°'•""•••'"".....
DANIEL.M. FLAHERTY
U I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT
M THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND
SURVEYS IN THE STATE OF TEXAS. THIS E �— DAY O 2014. ✓�j •... ..• ��
SUR`
SURVEYED: 09-19-2014 DANIEL M. �FLAHEKT�Y�, RPLS NO. 5004 3 OF 3
0 100 200 PLAT NO. A-4742 DRA DTE 10-08-2014 DRAWN BY DV
SCALE WORK ORDER N0. 22824 FIELDBOOK/PG. 197/15 TAB # A-4742
0 2014 ALL RIGHTS RESERVED DIGITAL FILE 22824,4—PARCELS F/N # 22824—FNOB
N
0' 25' 50' 100'
II
I
I SCALE IN FEET
I I LEGEND
I I
20' EXISTING PUE SII tT_Z� RIGHT-OF-WAY (ROW) ACQUISITION
I I.� PUBLIC UTILITY EASEMENT
I I ACOUISETION
I I
I I I ------- EXISTING ROW
I II PROPOSED ROW
I / I
I I I —————• EXISTING PUBLIC UTILITY EASEMENT
P I I I —----• PROPOSED PUBLIC UTILITY EASEMENT
J 15' PROPOSED WATER / I EXISTING PROPERTY LINES
l f�ti LINE EASEMENT I I
Ey PROPOSED WATER�Ikr-——————— �—®——• PROPOSU TEMPORARY
-- a --
10' EXISTING PUE( LINE EASEMENT CONSTRUCTION EASEMENT
——
11 17 7-
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a
6 APPROX. 22'
——— —— — — —IT- _—XIS TING ROW
DEL SIGN ——- —- —
10' E% STING PUE
FIN'RPROPOSED ROWPROPppOS5SEEEppD TeECE `*SRUCT[ONOEASE4ENT �A 0.0335 AC (I,960 s5Q°:F T> 1 I I i II
I
SIGN
LOT 3
9LOCK A E I f j
Crown Investments, LLC < <�
DEL TACO
11�
ff
KENNEDY
f J CONSULTINC;
TBPE REOISTRATIONNo 1-921
CITY Of ROUND ROCK
IS' EXISTING PUE�I / , f 221 E. MAIN ST
ROUND ROCK,,
TX 78664
I I f
FROM UNIVERSITY OAKS BLVD TO SUNRISE RD
I i f
I f ROW STRIP MAP
I f
•II•II f---15' EXISTING PUE DEL TACO
ALEPRELIMINARY SCKC II )� PROJECT NO.
SUBJECT TO REVISION KCI SWECWCK
NOTE: THIS PRELIMINARY ROW STRIP MAP TEXAS UNIV
IS NOT TO BE USED FOR ROW KCI c"" CITr
NO-
RECORDATION PURPOSES KCI WILLIAMSON I ROUND ROCK
EXHIBIT "C"
Parcel 17
DEED
University Boulevard Right of Way
THE STATE OF TEXAS §
COUNTY OF WILLIAMSON §
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY
REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS ANY
INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS
FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER
OR YOUR DRIVER'S LICENSE NUMBER.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That CROWN INVESTMENTS, LLC, a California limited liability company, hereinafter
referred to as Grantor, whether one or more, for and in consideration of the sum of Ten Dollars
($10.00) and other good and valuable consideration to Grantor in hand paid by City of Round
Rock, Texas, the receipt and sufficiency of which is hereby acknowledged, and for which no
lien is retained, either expressed or implied, have this day Sold and by these presents do Grant,
Bargain, Sell and Convey unto CITY OF ROUND ROCK, TEXAS, all that certain tract or
parcel of land lying and being situated in the County of Williamson, State of Texas, along with
any improvements thereon, being more particularly described as follows:
All of that certain 0.024 acre (approximately 1,032 Sq. Ft.) in the Ephraim Evans
Survey, Abstract No. 212, Williamson County; being more fully described by metes and
bounds in Exhibit"A", attached hereto and incorporated herein(Parcel 17)
SAVE AND EXCEPT, HOWEVER, it is expressly understood and agreed that Grantor is
retaining title to the following improvements located on the property described in said Exhibit
"A" to wit: NONE
RESERVATIONS FROM AND EXCEPTIONS TO CONVEYANCE AND WARRANTY:
Visible and apparent easements not appearing of record;
Any discrepancies, conflicts, or shortages in area or boundary lines or any
encroachments or any overlapping of improvements which a current survey would show;
Easements, restrictions, reservations, covenants, conditions, oil and gas leases, mineral
severances, and encumbrances for taxes and assessments (other than liens and conveyances)
presently of record in the Official Public Records of Williamson County, Texas, that affect the
property, but only to the extent that said items are still valid and in force and effect at this time.
00342326.DOC
Grantor reserves all of the oil, gas and other minerals in and under the land herein conveyed but
waives all rights of ingress and egress to the surface thereof for the purpose of exploring, developing,
mining or drilling or pumping the same; provided, however, that operations for exploration or recovery
of any such minerals shall be permissible so long as all surface operations in connection therewith are
located at a point outside the acquired parcel and upon the condition that none of such operations shall
be conducted so near the surface of said land as to interfere with the intended use thereof or in any way
interfere with,jeopardize, or endanger the facilities of the City of Round Rock, Texas or create a hazard
to the public users thereof; it being intended, however, that nothing in this reservation shall affect the
title and the rights of Grantee to take and use without additional compensation any, stone, earth, gravel,
caliche, iron ore, gravel or any other road building material upon, in and under said land for the
construction and maintenance of University Blvd., but shall not be used or exported from the Property
for any other purpose.
TO HAVE AND TO HOLD the property herein described and herein conveyed together with
all and singular the rights and appurtenances thereto in any wise belonging unto City of Round
Rock, Texas and its assigns forever; and Grantor does hereby bind itself, its heirs, executors,
administrators, successors and assigns to Warrant and Forever Defend all and singular the said
premises herein conveyed unto City of Round Rock, Texas and its assigns against every person
whomsoever lawfully claiming or to claim the same or any part thereof.
This deed is being delivered in lieu of condemnation.
IN WITNESS WHEREOF, this instrument is executed on this the day of ,
2016.
GRANTOR:
CROWN INVESTMENTS,LLC,
a California limited liability company
A-(c
By:
Manager
Its:
2.
ACKNOWLEDGMENT
STATE OF CALIFORNIA §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
2016 by in the capacity and for the purposes and consideration
recited therein.
Notary Public, State of California
PREPARED IN THE OFFICE OF:
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
GRANTEE'S MAILING ADDRESS:
City of Round Rock
Attn: City Manager
221 East Main Street
Round Rock,Texas 78664
AFTER RECORDING RETURN TO:
3.
EXHIBIT "D"
Parcel 17
TEMPORARY CONSTRUCTION EASEMENT
University Boulevard Improvements
KNOW ALL PERSONS BY THESE PRESENTS:
That CROWN INVESTMENTS, LLC, a California limited liability company (hereafter referred
to as "Grantor"), whether one or more, in consideration of Ten Dollars ($10.00) and other good
and valuable consideration paid by the City of Round Rock, Texas, the receipt of which is
hereby acknowledged, does hereby grant to the CITY OF ROUND ROCK, TEXAS its agents,
contractors, successors and assigns (referred to as "Grantee"), a temporary construction
easement for the purpose of constructing proposed University Blvd. roadway, retaining wall,
utilities and related facilities within the adjacent right of way owned or acquired by Grantee
and/or the remaining property of Grantor, ("Project"), and any associated grading and drainage
therewith, in, along, upon and across the property described in Exhibit "A" ("the Property") as
necessary to carry out the purposes of this easement. The removal and/or construction of any
improvements, driveway, curbs, parking lot, wall or other related facilities on the Property shall
be in the location of, subject to, and shall comply with any notes, details, specifications or other
requirements or restrictions as shown on the plan sheets attached as Exhibit `B" and
incorporated herein.
The parties further agree as follows:
Following completion of work within the temporary construction easement area
described in Exhibit"A", Grantee shall at its expense and within ninety (90) days of completion
of the work restore any Property injured or damaged by Grantee's use of the Property and
activities thereon, including specifically landscaping, irrigation, parking, pavement, signage,
lighting or vegetation, as closely as possible to substantially the same condition or better than
existed previous to Grantee's entry upon the Property, taking into consideration the use and
purposes to which the Property is to be put.
This temporary construction easement shall be in full force and effect at all times during
the accomplishment and completion of the construction activities described above. This
temporary construction easement shall terminate and the easement rights and improvements
constructed within the easement area, if any, shall revert to and become the responsibility of the
Grantor, Grantor's successors, and assigns, and all interest conveyed shall terminate on the
earlier of(a) the expiration of six (6) months after the beginning of the work upon the Property,
or(b)on the date of completion of construction of the Project.
To the extent allowed by law, Grantee shall indemnify Grantor against any loss and
damage which shall be caused by the exercise of the rights of ingress and egress or by any
wrongful or negligent act or omission of Grantee's agents or employees in the course of their
employment.
00353412.DOC
At no time during the grant of this easement shall Grantor be denied circuity of
movement through the existing drive-through service lane on the remaining property of Grantor
for the purposes to which the parent tract is currently being put, unless there is an agreement to
do so between Grantor and Grantee in advance.
This conveyance is subject to all easements and rights of way of record, visible or
apparent on the ground, all restrictions, reservations, covenants, conditions, oil, gas, or other
mineral leases, mineral severances and other instruments that affect the Property.
IN WITNESS WHEREOF,the parties hereto have executed this instrument on this
day of , 2016.
CROWN INVESTMENTS,LLC,
a California limited liability company
By:
Its:
Acknowledgment
State of California§
County of §
This instrument was acknowledged before me on this the day of
2016 by in the capacity and for the purposes and
consideration recited herein.
Notary Public, State of California
2
AGREED:
CITY OF ROUND ROCK,TEXAS
By:
Its:
Acknowledgment
State of Texas §
County of Williamson §
This instrument was acknowledged before me on this the day of
2015 by in the capacity and for the purposes and
consideration recited herein.
Notary Public, State of Texas
3
EXHIBIT "A" TO TEMPORARY CONSTRUCTION
EASEMENT
PRELIMINARY
SUBJECT TO REVISION N
NOTE1 THIS PRELIMINARY ROW STRIP MAP
IS NOT TO BE USED FOR ROW
RECORDATION PURPOSES
0' 25' 50' 100'
/ SCALE IN FEET
LEGEND
20' EXISTING PUE--,l '1._'-T.T__'-3 RIGHT-OF-WAY (ROOF) ACOUISITION
PULIC UTILITY EASEMENT
ACOOUI SI TION
. /
EXISTING ROW
PROPOSED ROW
/ I I
EXISTING PUBLIC UTILITY EASEMENT
55 QQ[[ -----• PROPOSED PUBLIC UTILITY EASEMENT
1 E TING WATER / ` LINEPEOEME NT WATER// ;/ EXISTING PROPERTY LINES
y ■15 �
LINE EASEMENT A / ------ PROPpo$SED T[1pppART
\.--------.-------------- �y 'n PROPOSED WATER//i'........---W CONSTRUCT ION EASEIENT
LINE EASEMENT-
_ _PROPOSED ROW
/
y QS H
0
y
o
IFMx, V
��----�--- EXISTING ROW
1
o - --- -f�I- TAO
/
C
� 10' E%$TING DEL PUE SIGN MOPO>W0 RDW
_ 1 -c-pN-SCER12C0'pPNROEPO55SEEEMDDE ICE17
• I ) 1
ARMP-
EAT0.03�5 ACA II,<60 50 iT) L I 1 F
1 1 1 1
i DO NOT E6]€«
I LOT 3 1 1
1 BLOCK A 1 1 1
, 11
I 1
DEL TACO
1 F
4=11KENNEDY
CONSULTIN4C,
CITY OP ROUND ROCK
IS' EXISTING PUE------ ♦ / % ((( I b,_pQ y RF.MAIN Si
ROUND
UND ROCK,TX 786E4
L
/'` /J 'f/ FROM UNIVERSITY OAKS BLVD TO SUNRISE RD
ROW STRIP MAP
/ / f DEL TACO
15' EXISTING PUE
PRELIMINARY SCALE 1'•1
KCI
SUBJECT TO REVISION KCI 11.11
NOTE: THIS PRELIMINARY ROW STRIP MAP KCI TE%AS UNIV
IS NOT TO RE USED FOR ROW11
RECORDATION PURPOSES
KCI WILL IAMSON ROUND ROCK
EXHIBIT "B" TO TEMPORARY CONSTRUCTION
EASEMENT
Y RETAINING WALL BEARING$ //
........... S 68' 54' 46.46,w
�� 0' 40'
P
TEMP. CONSTRUCTION EASEMENT VERT 0* 5' FEET lo'
SCALE IN
7::
D
E, L
L 'RWUNV3'
LEGEND
END RETAINING WALL'RWUMV3"
PROP ROWR'
1;;;; T P 11 TAINING WALL
Q, UN NV STA
S 6 161611
T .910*2 PROPOSE
ARROW
RWU 3
"3.
A UNV A 4– T
V : BEGIN RETAINING WALL (73.11' RT)
LR V3 ST 10-_00.00 HORIZONTAL CURVE NAME
UN
1 7
S
TAw. ---------------------------------------
.56-20
R16 2
(MATCH EXISTING) R*Ullj ST 110-31.4T
V 9.2;3
— — — UNV
-28.14 — — — — — — — — —
........... STA 649
--------------- ---------------
-------- ----------------------------------
NOTES.
....................................... ............. ...................................... I SEE ROWY PLAN I PROFILE. L TYP
---------------------- ..............
Ml I S!T WALL
SECTIONS AND SC DE Al DRAINAGE PLAN.
AND BORINGP LAN AND LOGS FOR ADDITIONAL
INFORMATION.
2. ALL STAY ION/OFFSET INFORMATION BASED
ON III RET WALL UNLESS NOTED OTHERWISE.
3. LIMITS OF PAYMENT FOR RETAINING WALLS IS
/–C.UNV 6S0 00 MEASURED FROM TOP OF WALL TO TME T OF
651.00 THE LEVELING PAD UNLESS NOTED 07HERWISE.
— 7 —-—UNIVERSITY BLVD ---L----------
----------------- .7 4. F ADDITIONAL DETAILS NOT$ SEE
TXDOT STANDARD DRAWINGS RW(CB)
S. CONTRACTOR SMALL VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. ENGINEER SMALL BE
NOTIFIED OF ANY CONFLICTS IMMEDIATELY.
6. CONTRACTOR SHALL PROVIDE POSITIVE
DRAINAGE AWAY FROM WALL AT ALL TIMES
DURING
R
LIR I NG,CONSTRUCTION AND POST CONSTRUCTION.
7. RETAINING UND RDRAIN OUTFALL SHALL
BETCIN NG WALL '
E CONNECTED
AT PIPE/INLET SPRINGLINE.
-----–--------- --------I------------I--------- I----------......... ---------I---------- --------------------L--------- ---------
END RIETAIMING31ALL 'RKW3'
TOP OF WALL 557;10.43.41;� —
166 FOR REVIEW ONLY
.......... ------
I.........I----------- EXIITING GROL94D --------- ...... .. ------------------------------------------------------------- NOT FOR CONSTRUCTION, BIDDING,
------------------------------------------------------------i...........
OR PERMIT PURPOSES
E'C�I&I I
E. ,NGI KENNEDY
v6d CONSULTING
----------–-------------------I–-------------------I------------------ ---------- ..................... ....................-----------I---------------------------------------------------------------
--------–---------- -Fl SHED'd"Dlt TBPE REG. F-926
it
:� ENGINE MATTHEW J. WERNER, P.E.
I UM�ERDRAIN /20/2015
P.E.. . 10764? DATE
............I.--------------------I-----------------------------------------------......... .... .............: ------------------.........-------------------I:----------------------
lLRWUNV3 SlIA 10,00.00 KENNEDY CURRATIRK 'TOPE REG F-96
EV. EjA INC.
I RE�IOLE F INING WALL NOIUMTAL
(MATCH JGXOIS.TTING)i AND VERTICAL GEOMITRY.
760 ; ----------------------I..............................................
-------------------------------------- --------- --------I--------------- --------------------------------I------ ------------------ -------------- -----------
KEN NES Y
CONNECT:TO
EX IST I IN CONSULTING
is@
-------------I-------------------------------------I------------------------------I,---------I----------------------- - --------------------------------------------i.....................---------------------------------------------------
1 saffow-W WILL
LEVECING PAD CITY Of ROUND 2
OVERALL:LFNGTH -1 E.MAIN ST OCK
• WALL 45.41.�' ROUND ROCK,TX 7""
PSG
..........
–---------=-------------------r___,----_.-___--.-.- i FROM UNIVERSITY OAKS BLVD TO SUNRISE RD
----------------------------------------------------------- ............. ----------------------------..........
UNIVERSITY BLVD
RETAINING WALL LAYOUT
----------
. ...........I ---------------------------..........I---------------------------------I---------------------------------------------------L---------------- -------------------..........--------------------------------------
WALL RWUNV3
STA 10-00.00 TO STA 10+45.41
SHEEI I OFI
.............. -------------------------------------------------------------------------------------------------------------------------......................................................-----------------------
-------–----- ........................
KCI
4:4 KCI
?50KI
— TE UNIV
—
10-00
KCI WILLIAMSON I ROUND ROCK I
LEGEND
Q1 PROPOSED CURB 6 GUTTER
2I
1i _ QB RIPRAP 1'
5' SIDEWALK
N1�
¢IW 2 QD PIPE U4DERDRAINS(MATCH EXISTING)
�i� VIO QE RAIL ITT C41i1
RAIL FOUNDATION
NOTES)
I g
lu� II I 1. THE HORI CONTTHEA AND)ATTHE
SETAT
1 OF THE LEVELING PAD.
20'
2. REFER TO THE WALL MANUFACTURER DETAILS
1 VARIES VARIES FOR
RETAINING WALL BATTER AND CONCRETE
BLOCK UNIT DIMENSIONS. ADJUSTMENTS TO THE
1 SEE NOTE 3 SEE NOTE 4 WALL ALIGNMENT MAY BE REOUIRED PER WALL
I I MANUFACTURER DETAILS.
LPC8 B TOP OF WALL 3. VARIES FROM 13'- 18.5'.
i
EXISTING GROUND--\ I A 0.5'1 E
FACE OF WALL 4. VARIES FROM 1.5' - 7'.
->- SEE NOTE 2
---VARIES_ FINISH GRADE
1 _ C 8
VARIES A
I D 8OTTOM Of WALL
1
1
1
EARTH REINFORCEMENT$
A$REQUIRED By
WALL MANUFACTURER F
LEVELING PAD
PROPOSE RWUNV3 TYPICAL SECTION
STA 10.00.00 TO STA 10.45.41
� FOR REVIEW ONLY
HOT FOR CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES
KENNEDY
CONSULTING
TBPE REG. •F-926
ENGINEER MATTHEW J. WERNER, P.E.
P.E.NG. 107847 DALE 1/20/2015
KENNEDY
CONSULTING
Te
CITYOFROUND ROCK
221 E.MAIN ST
/ ROUND AIN TX 71664
FROM UNIVERSITY OAKS BLVD TO SUNRISE RD
UNIVERSITY BLVD
RETAINING WALL TYPICAL SECTIONS
WALL RWUNV3
o
STA 10+00.00 TO STA 10+45.41
T SHEET 1 a 1
RCI
KCI —11
TccCEXATTlS UNIV
s
Cr_
KCI WILL IAMSON ROUND'ROCK
PROP WATERLINE EAMENT IIS') ij
PROP PUE 17'ISE
(TT3 LFl RETAIN WALL •RWNI• (351 LF) (`T
.r (L PROP PUE 1 I S'1 11
,8`-SIIDEWALK __ B' SI OEWALK /J
PROP ROW
Exi57 ROW
-- - - -"- '-' •� ' NORZ O' 10' 25' S0
END PC CONIC CG (FG> ExiST 8011.9 __ ... ::::::___ VERT O®,
BEGIN PC CONIC LAYDOWN (FGY 3--I END PC CONC LAYDOWN (FG) UIV-S-3 SCALE IN FEET
111
4 v, TA 645.38.22 BEGIN PC GONG GO IF �• IMV-5-4 F4• O
8.50 T E UNIyLSTA 646.34.48
LEGEND
LIN
8.50• T 1�6LFI 01
e ~ UNV 5-2 .• •PT UNIV-I CURVE ID LABEL
..................... K...... ••••..........................•.. _ ... ..�.........•.LO
..............
URV-5 1 - - _ --- •••• ® PROPOSED SIDEWALK
` PC 644-00 _ .... )a- � PROPOSED LANE
N UNIVERSITY BLVD V, P.C. CONCRETE CURB 6 GUTTER
0 0 0 0
W ------/C-CLF
-------------------- (FINE G ING
Z y LITDOWN (FG) p Z_ OA STATION OFFSET CALLWT
�
J y ®9 LFI ;P 1' ('�66 LF) c p'. UIyS 6 J
r
CURB TRANSI),ICN LATDOWI/ IFGI DECOMPOSED GRANITE
It"LFI (843 SY) 1gTD,I
....::�.s::.. ......... ..__._.. ' N C B/ L A..:..........:.::.:.. ..::�. _. '. }WMAE SIGNS TO UR RAI RE SHPC y- • .:i'. SEE_LEY�LIIP� �fATL.`-" -. TO TNS FRONTNOTED FACE/NOMINAL FACE.
_ �........,,. -.-.-,�� ""...,,.•..•.. -- UNLESS NOTED OTNERMISE.
ExISi ROW ` _�y ExIST Rql - Ex157 ROW
'1 ,_ --_ - -- 2. SUPER ELEVATION TRANSITIONS WERE
j 7S' SIOEWLLK S- 1- II,ALII DEVELOPED AS PARABOLIC TRANSITIONS, MAX
"-'--"--- - - -' SUPER ELEVATION USED FOR DESIGN•6Y..
PIE 115') '.J s--__»c.-�w-•^_-.•^•••-.�--" -.c,..,_,.BEGIN PC CONIC CG (FG) 3. FOR SIDEWALK SEE APPLICABLE SHEETS.
EUNIV STA 648.12.08
ENDPC CONICCGIFGI 44.50' RT f. 4. REFER TO HORIZONTAL ALIGNMENT DATA SHEETS
BEGIN PC CONIC LAYDOWN (FG) EXIST PUE /10.1 -- FOR CURVE DATA AND ALIGNMENT INFORMATION.
IL UNIV STA 645.38.22
..SO' RT END PC CONC LATDOWN S. RWCL ROADWAY WIDENING CONTROL LINE
BEGIN PC CONIC CG IF
(LIMY STA 646.34.48 (%Lill
B.SO' RT
___________ _________ ........... ----_ _.._. NOT MNG
770 FOR REVIEW ONLY
----- ----------- Fpi CONSTRUCTION. BIDDING,
* % OR PERMIT PURPOSES
L r
- 150.00', IW4=]l KENNEDY
' CONSULTING
TPEREG. - 9
-_____--.___--_-_ _-______:_-_______.__-___-_ ______ _______ ___ _ _____ _____ _______ -_____ .___._..- ________---______ _----__--__.-..-.. --- _____
O ; ENGINEER J. WERNER
P.E.N 107847 DATE
14
n ;
.; 165 •C UNIY
$N ; - EitISTillfiGIi—G111iG __ _.;---------;.....................- ; O.Bj.O_X__.,e----------
_�-_-______;-----___._E-.... ____;'
___......
-- --7_8_3_; N
_____ ____ ___�
..............____ ___________________ ______-----------------_ _____ _____ __ .................. --------
___ ------------------------------- _____.. -------
LAI ; ; ; ; KENNEDY
760 .......................... ----- ----- ----
r
r ,4 r---------'•• GO NSULTIN
V ; ,•,• ••CITY OFN ST ROCK
221 E.:
~ W w ROUND ROCK,:
:
664
•'• � FROM UNIVERSITY OAKS BLVD TO SUNRISE RD
i >W
UNIVERSITY BLVD
ti --755-W
' 755 ROADWAY PLAN & PROFILE
- __ ____
WK
-0:19• g
K IJO STA 643.50 TO STA 649.00
x :L t 50:00.
., u ; MALE, )• SO' SHEET S OF 9
2:0 F Siu o (SEE TIcTIL.
E SHEET)
KCI
2; m 750 TEXAS
LlIINNI1V
644.00 545.0 646.00 647.00 645.00 649.00ff N
ROUNDT ROCK 1 99
((pp END RAIL (TY C4Q)WITH DRAIN SLOTS
(79 LFI I9U00'SLT
END PC GONG CC (FG)
BEGIN RAIL ITY C4121WITH DRAIN SLOTS PI 0411 RAIL
C UNV STA 649.38.61 BEGIN PC CONIC CG Ii GI / �T
44-57' LT 6 UNV STA 651.43.48 IO�SI DE WeLa • / ®J LF)—
/—-)PROP PUE (15'1 44.S�Li
PROP ROW 8' SIDEWALK PROP ROW
��
....._. ................ ............... .. ......... ........ ". MOR
0' 5 50'
______ _ UNY-6-10
- - - VERT 0' 2.5' S'
BEGIN APPR0ICH SLAB ' ^ p SC4LE IN FEET
p ~ „ BEGIN RIPRAP MEDIAN X228 LF)L ~1 K o ® ~ (NV-6-6 F vl LEGEND
• ,1(UNV StA 649.46.86 ,O �� 116 LFI �... •
v F E D PPI104[M L B f •�^ ~ N UNIV-1 CURVE ID LABEL
10 ..r..qi�.... ,., ,C. A' •6.b..::. ., �... ._ .�.r..'•F ..-...... ..........j ....i_. - P
r®A
U1V �•' SIDEWALK
F _ .. .651 am........ NV-6-}652.00$T V PT 653.00 P[6 PROPOSED LANE
U 7 PRC
V} - --- - - —MUNI ERSITY BLV —_ 654• �•
PT � P.C. CONCRETE CURB L CUTTER
ui '•� n BEGIN APPROACH SLAB ' �E U/V I LINV-6-4 P - W ® IFINE GRADING)
= lMV-5-6 UNY'6'2 f UNV STA 651-0.52 END RIPRAP MEDIAN y �. y Z STA TION/OFFSET CALLOUT
RIPRAP (CON CHA INI C VNV STA 649.46.86
DECOLPOSED GRANITE 116 CYI � �E CYP
't END APPROACH SLAB
2' RIPRAP (CONCI(4 1N1 1111 RAIL C V STA 651.40 52 =
U y 116 CTI 12}2 Lf7 1 (y�N IJ PCC y FU- NO7E5.
~ UNV 6-1,r.... "-- - r- r... 124 LFI - 4G - - 1. DIMENSIONS TO CURB/RAIL ARE$XONN
SS y 65
....,:. { .... ....'.'.... .:::.. - ...,..,,... ...P .... THE FRONT F10E/NOMINAL FACE.
..... (I TCt>WMED GRNNITE__ ..
b : • L TED OTHERWISE.
EXIST ....._.,.,. ........ - 71 If, ELEVATION TRANSITIONS WER
'11
DEV LOPED A ARA I TI 5
'f
PROP GOW y '•, IY - 8 L� .. .. .. ...-. R ELEVATION USED FOR DESIGN 6
q� //
- `- •"'SEE LEVEL W DETAIL - 5' SIDEWAIK �• 1 �';u .J ! ,• /pEC01RO5EDI}GF1AN TE `•Ez15T g01T 3. F SIDEWALK E APPLICABLE SSMEETS.x"Rri 1 4/,�R ER
E S P MAX
SUPE E E ION
I R't 112.051 75 (101 SYI OR SIDE SE
{{..,,'' END RAIL (TY 0412) -q I 4 4. REFER TO HORIZONTAL ALIGNMENT DATA SHEETS
E%IST PIIE�.•t 10'1 BEGIN PC CONIC CC 61 4a �—
+, (UNV STA 651-35.02I /� FOR CURVE DATA AND ALIGNMENT INFORMATION.
133 LFI :4w SS.SO' RI ♦ /
+I /•• S. RWCL ROADWAY WIDENING CONTROL LINE
PROP PUE 128') I I I EXIST PILE I11S')
END PC CONIC CC IF0)
BEGIN
RAIL ITY C4121 I I'• I !I
C URV STA 649.02.96
5.50' RT
RAiLAZAAMMEA
EVIEW
NLY
--TIO........... .....ex-t-0.30'--:-.------. •K 2:19' _ ...-- - : --------- -7T0 NOT FOR�ONSTRUC)ONO BIDDING,
%..g4 r
L• ISC.00' OR PERMIT PURPOSES
L :150.00 o
KC�KENNEDY
i S i i i =
.. cON SULTING
.----. ..... ...... ..... .."-. ..... ---_. _..... "--- .."-. T E REG. .F-926
...W W ________________ _ ___ EENGINEER MATT WERNER
o
O : u-+--- •-- - IOT847HEDATE 5/19/2014
0 765... {....-.--.;..... ..}......... .........}..-.-....{---.......}....-....;.....a.j....------{--........}.........{...______'______...-{---.-.m.;..........j.........;-........-}------...{.-........}.........{......... �.........?65
u � Q
p :
Vl •' .
'4 _
�E%CST—I
NG GROUND PR�1 (MOD) ---- ---- .... . -----PED RA14
i _ .".� -- --.----
KENNEDY
760
760 ......... ................................a...._....,_.......--..-......................__-__'_____.. �L.ODIG..........}....................�-----------------------------------------------------__...__ --.-.
:
V a PGL•;(UNIY CITY OF ROUND ROCK
H a 231 E.MAINROC 3T
................� ......_.-:.-.-..--- ........___ __ ..--. ..... _._._. ..... ..... ..... ..... ..... --.-- ----- ••••- -.-.- -.--- ----- FROM UNIVERSITY OAKSUBLVD TO SUNRISE RD
:
UNIVE
.. .... ..... ......
h
rj
ROADWAYRTY PLIAN &LVD PROFILE
W
0 755 )}------- ---------•----------`---------'---------'---------•--- -•'----------•---------'---------`---------t---------`---------'---------`--------.;...-•---•'----------•---------'•----------7---------'----------`---------'--------- ----- -- --
649.00 TO STA 654.50
g ,
w . 1- SO- SHEET 6 a 9
ISEE TITLE SHEET)
KCI -11 w.o..r
750 n n n +..n n =0 150 RC1 TExAS LW IV
Al 649.00 650.00 651.00 652.00 653.00 654.00caHr. cl+
KC' " W[LLIYASON ROUND+ROCK