Contract - Owners of Quick Farm - 2/27/2020 r
DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF ROUND
ROCK,TEXAS AND THE OWNERS OF QUICK FARM
This Development Agreement ("Agreement") is made by and between the City of
Round Rock,Texas,a Texas political subdivision(the "City")and Alice E. Quick,LLC,a
Texas Series Limited Liability Company; THE BOUND, LLC, a Texas Limited Liability
Company; QQQ L&L, LLC, a Texas Limited Liability Company; David E. Quick, LLC,
a Texas Limited Liability Company; and Edward D. Quick, as Trustee of THE QUICK
LIVING TRUST, dated April 5,2016(collectively the "Developer").
RECITALS:
WHEREAS, the Developer has recently conveyed 26.10 acres, as shown on
Exhibit"A",to Milestone Builders(the"Milestone Development'), and
WHEREAS, the Developer continues to own approximately 61.78 acres in eight
separate tracts, all also as shown on Exhibit"A"(the"Quick Development'); and
WHEREAS, the City and the Developer desire to enter into this Agreement to
provide for the conveyance to the City of two tracts of land within the Quick Development,
which shall satisfy City parkland dedication requirements for both the Milestone
Development and the Quick Development save and except the 26.54 acres within the Quick
Development designated as an inundation easement on Exhibit"A"("Lake Tract'), and
WHEREAS, the City and the Developer desire to set forth in this Agreement the
terms and conditions to be made by the Developer, its successors and assigns,and the City.
AGREEMENT
NOW THEREFORE, in consideration of the mutual covenants and agreements
contained herein and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged,the parties agree as follows:
ARTICLE I
PURPOSE AND INTERPRETATION
Objectives. The City and the Developer desire to cooperate by granting parkland
dedication requirement credits to the Quick Development and the Milestone Development
as consideration for the Developer conveying two tracts of land,as described herein,in fee
simple to the City.
2-�2Q2�—w t l Page 1 of 11
ARTICLE II
DEVELOPER OBLIGATIONS
A. General Statement. The Developer intends to develop approximately
27.07 acres within the Quick Development as multi-family, office and commercial uses
and Milestone Builders intends to develop the Milestone Development as a residential
project.
B. Parkland Dedication.. The City zoning ordinances require developers to
dedicate acreage within developments for recreational uses or remit funds to the city in
lieu of parkland dedication. The Developer shall be obligated to convey in fee simple to
the City two separate tracts of land,being 5.84 acres(the"Dam Tract")and 1.16 acres(the
"Trail Tract"), as further described in Exhibits "B" and "C", attached hereto. These
conveyances will satisfy the City's parkland dedication requirements for the Milestone
Development and the Quick Development(save and except the Lake Tract). The City shall
be responsible for maintaining any improvements constructed by the City on the Trail
Tract. The deed conveying the Dam Tract and the Trail Tract shall contain the language
contained in Exhibit D hereto which specifies that the properties are being conveyed "AS
IS." The deed conveying the Trail Tract shall reserve to Developer a 25 feet wide access
easement("Access Easement")across the Trail Tract which shall allow Developer access
to the Lake Tract. The Access Easement shall be located at the west end of the Trail Tract.
In the event the City becomes owner of fee title to the entire Lake Tract, then the Access
Easement shall automatically terminate.
C. Parkland Dedication Timing. The Dam Tract and the Trail Tract shall be
conveyed in fee simple to the City by Special Warranty Deed in an instrument approved
by the City within 45 days after the City has approved this Agreement. This Agreement
shall serve as a real estate contract between the parties. The City shall be responsible for
all closing costs, including survey, for the Trail Tract.The City shall be responsible for all
closing costs for the Dam Tract, except for the survey, which shall be paid for by the
Developer.
ARTICLE III
CITY OBLIGATIONS
A. Satisfaction of Parkland Dedication Reguirements.Contingent upon the
Developer fully complying with all terms and conditions in this Agreement, the City
hereby agrees that all of the City parkland dedication requirements as described in Chapter
4,Article V, Sections 4-61 et. seq., Code of Ordinances, City of Round Rock, Texas, are
satisfied in full for both the Quick Development and the Milestone Development.
ARTICLE IV
Page 2 of 11
ADDRESS AND NOTICE
Any and all notices and communications under this Agreement shall be mailed by
first-class certified mail return receipt requested, or delivered, to the Developer at the
following address:
Notice to: Don Quick
1104 South Mays
Suite 201
Round Rock, Texas 78664
Required Copy to: Law Office of James Bellevue
5701 W. Slaughter Lane
Suite A130-525
Austin, Texas 78749
Email: Jim@LandLawTexas.com
Any and all notices and communications under this Agreement shall be mailed by
first-class certified mail return receipt requested, or delivered,to the City at the following
address:
Notice to: City of Round Rock, Texas
c/o City Manager
221 East Main
Round Rock, Texas 78664
Required Copy to: Sheets&Crossfield
Attn: Stephan L. Sheets
309 E. Main Street
Round Rock, Texas 78664
Email: steve@scrrlaw.com
ARTICLE V.
APPLICABLE LAWS
This Agreement is made subject to the constitution and laws of the State of Texas
and is performable in Williamson County, Texas. Venue shall be in Williamson County,
Texas.
Page 3 of 11
ARTICLE VI.
CAPTIONS
The captions at the beginning of the Articles of this Agreement are guides and labels
to assist in locating and reading such Articles and, therefore, will be given no effect in
construing this Agreement and shall not be restrictive of the subject matter of any Article,
Section, or part of this Agreement.
ARTICLE VII.
SUCCESSORS AND ASSIGNS
This Agreement shall bind and benefit the respective parties and their legal
successors, and shall be assignable by the Developer to any party, upon written notice to
the City.
ARTICLE VIII.
AMENDMENT OR MODIFICATIONS
Except as otherwise provided in this Agreement,this Agreement shall be subject to
change, amendment, or modification only by the mutual written consent of the parties
hereto.
ARTICLE IX
DEFAULT
A. Notice and Opportunity to Cure If either party defaults in its obligations
under this Agreement, the other party must, prior to exercising a remedy available to that
party due to the default, give written notice to the defaulting party, specifying the nature
of the alleged default and the manner in which it can be satisfactorily cured,and extend to
the defaulting party at least thirty (30)days from receipt of the notice to cure the default,
B. Remedies for Default.If either party defaults under this Agreement and fails
to cure the default within the applicable cure period,the non-defaulting party will have all
rights and remedies available under this Agreement, including the right to institute legal
action to cure any default,to enjoin any threatened or attempted violation of this Agreement
or to enforce the defaulting party's obligations under this Agreement by specific
performance or writ of mandamus..In the event of a default by the City,the Developer will
be entitled to seek a writ of mandamus, in addition to seeking any other available equitable
remedies. All equitable remedies available to a party will be cumulative and the pursuit of
one remedy will not constitute an election of remedies or a waiver of the right to pursue
any other equitable remedy.
Page 4 of 11
ARTICLE X
COUNTERPARTS
This Agreement may be executed in two or more counterparts, each of which
will be deemed an original,which together will constitute one in the same agreement.
This Agreement may be executed by facsimile or electronic signature.
(signatures on following page)
Page 5 of 11
EFFECTIVE as of the d1 day of F4 , 2020.
CITY OF ROUN ROCK TEXAS
By:_ d�(
Craig Morgan, Njayor
Page 6 of 11
ALICE E. QUICK,LLC,
a Texas Series limited liability company
By:
Marilyn Richardson,Manager
DAVID E. QUICK,LLC,
a Texas limited liability company
By: L �.".'.eo"
David Eugene Quick, Manager
QQQ L&L, LLC,
a Texas limited liability company
By:
Larry Beaumont Quick, Manager
THE BOUND,LLC,
a Texas limited liability company
By:
Carolyn Bound,Manager
Edward D. Quick, Trustee of THE QUICK
LIVING TRUST,DATED APRIL 5,2016
Page 7 of 11
ALICE E. QUICK,LLC,
a Texas Series limited liability company
B Ai6Vt �
Marilyn Richardson, Manager
DAVID E. QUICK,LLC,
a Texas limited liability company
By:
David Eugene Quick, Manager
QQQ L&L,LLC,
a Texas limited liability company
By:
Larry Beaumont Quick, Manager
THE BOUND,LLC,
a Texas limited liability company
By:
Carolyn Bound, Manager
Edward D. Quick, Trustee of THE QUICK
LIVING TRUST,DATED APRIL 5,2016
Page 7 of 11
ALICE E. QUICK,LLC,
a Texas Series limited liability company
By:
Marilyn Richardson,Manager
DAVID E. QUICK,LLC,
a Texas limited liability company
By:
David Eugene Quick, Manager
QQQ L&L,LLC,
a Texas limited liability company
By:
Larry Beaumont Quick, Manager
THE BOUND,LLC,
a Texas limited liability company
By:
Carolyn Bou d, Manager
Edward D. Quick, Trustee of THE QUICK
LIVING TRUST,DATED APRIL 5,2016
Page 7 of 11
EXHIBIT A
Site Plan
Page 8 of 11
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EXHIBIT B
Survey of Dam Tract
Page 9 of 11
5.85 Acres Page 1 of 3
G.W.Glasscock Survey
Quick Farms
DESCRIPTION OF A 5.85 ACRE TRACT,PREPARED FOR ZONING PURPOSES ONLY
BY DELTA SURVEY GROUP INC., IN OCTOBER 2019, LOCATED IN THE G. W.
GLASSCOCK SURVEY,ABSTRACT NUMBER 267,WILLIAMSON COUNTY, TEXAS,
AND BEING A PORTION OF THE REMAINDER OF A CALLED 75 ACRE TRACT
(TRACT II), CONVEYED TO THE QUICK LIVING TRUST IN DOCUMENT NUMBER
2016059259, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, SAID
5.85 ACRE TRACT,AS SHOWN ON THE ACCOMPANYING SKETCH,BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a %2 inch iron rod found in the north right-of-way(ROW) line of Old Settlers
Boulevard (ROW varies) for the southwest corner of the remainder of said Tract II, same being
the southeast corner of Park and Drainage Area, The Settlement Section Three, a subdivision of
record in Document Number 8637051, Official Public Records, Williamson County, Texas, for
the POINT OF COMMENCEMENT;
THENCE leaving said Old Settlers Boulevard, with the west line of the remainder of said Tract
II, same being the east line of said Park and Drainage Area, N21°10'42"W, a distance of 148.90
feet to a %i inch iron rod with"Delta Survey"cap set for the POINT OF BEGINNING;
THENCE continuing with the west line of the remainder of said Tract II, same being the east line
of said Park and Drainage Area,N21°10'42"W,a distance of 591.67 feet to a calculated point;
THENCE leaving the east line of said Park and Drainage Area,and crossing the remainder of said
Tract II the following eleven (11)courses and distances:
1. N83°35'13"E, a distance of 448.23 feet to a'/2 inch iron rod with "Delta Survey"cap set,
2. N41°08'48"E, a distance of 243.13 feet to a %2 inch iron rod with "Delta Survey" cap set,
from which a%inch iron pipe found in the east line of the remainder of said Tract II, same
being the southwest corner of a called 93.74 acre tract described in Volume 2571, Page
709, Official Public Records, Williamson County, Texas, also being the northwest corner
of the remainder of a called 32.67 acre tract,Tract 1,conveyed to The Quick Living Trust,
in said Document Number 2016059259, Official Public Records, Williamson County,
Texas,bears N53°09'04"E,a distance of 927.42 feet,
3. S39°40'20"E,a distance of 87.88 feet to a %2 inch iron rod with"Delta Survey"cap set,
4. S39°40'20"E, a distance of 119.37 feet to a %2 inch iron rod with"Delta Survey"cap set,
5. S23°53'55"W,a distance of 36.77 feet to a %2 inch iron rod with"Delta Survey"cap set,
6. S07'1 1'45"W,a distance of 20.32 feet to a %s inch iron rod with"Delta Survey" cap set,
7. S20°16'40"W, a distance of 33.73 feet to a%2 inch iron rod with"Delta Survey" cap set,
8. S21°29'44"W,a distance of 22.99 feet to a %s inch iron rod with"Delta Survey" cap set,
9. S33°26'04"W, a distance of 13.34 feet to a %i inch iron rod with"Delta Survey"cap set,
10. S46°00'05"W, a distance of 18.09 feet to a '/Z inch iron rod with "Delta Survey" cap set,
and
5.85 Acres Page 2 of 3
G.W. Glasscock Survey
Quick Farms
11. S43°17'00"W, a distance of 679.74 feet to the POINT OF BEGINNING and containing
5.85 acres of land, more or less.
BEARING BASIS: Texas State Plane Coordinate System, Central Zone,NAD83/CORS
10-24-19
Date
./ Of
Jo E Bra am apetq
tea.s
Re isteredr fessional Land Surveyor
No. 5057- e of Texas O o�50g7 f.
9
Delta Survey Group, Inc. ~ S u it
8213 Brodie Lane, Suite 102
Austin, Texas 78745
TBPLS Firm No. 10004700
G.W.GLASSCOCK SURVEY / 0 400' 800' 1200'
ABSTRACT NO.267 \
WILLIAMSON COUNTY,TEXAS
OCTOBER 2019 / \ GRAPHIC SCALE
PAGE 3 OF 3 \ 1"=400'
I
93.74 ACRES
\ARDALIA E.MARTIN
' VOL.2571,PG.709
O.P.R.W.C.TX.
N
/
REMAINDER OF
/ 75 ACRES(TRACT In REMAINDER OF
THE QUICK LIVING TRUST 32.67 ACRES(TRACT I)
/ DOC.NO.2016059259 ��� THE QUICK LIVING TRUST
O.P.R.W.C.TX. w9 �n DOC.NO.2016059259
O.P.R.W.C.TX.
v � \N83°35'13"E 448.23'
5.85 ACRES �Q N
r° y
PARK AND
DRAINAGE AREA �^ /
THE SETTLEMENT
SECTION THREEPOB LEGEND
DOC.NO.8637051 ,
O.P.R.W.C.TX. / Otis 5v l CALCULATED POINT
OC CSO O 1/2 INCH IRON ROD WITH
"DELTA SURVEY"CAP SET
• 1/2 INCH IRON ROD FOUND
0 3/4 INCH IRON PIPE FOUND
O.P.R.W.C.TX OFFICIAL PUBLIC RECORDS,
WILLIAMSON COUNTY,TEXAS
POC POINT OF COMMENCEMENT
LINE BEARING DISTANCE POB POINT OF BEGINNING
LI N21°10'42"W 148.90'
L2 N41°08'48"E 243.13' •SKETCH TO ACCOMPANY FIELD NOTES•
L3 S39°40'20"E 87.88'
L4 S39°40120"E 119.37'
LS S23053'55"W 36.77' nPltfl Survey Group Inc.
L6 S07°11'45"W 20.32' ��� y p
L7 S20°16'40"W 33.73'
L8 S21°29'44"W 22.99' 8213 BRODIE LANE STE 102 AUSTIN,TEXAS 78745
OFFICE:512.282.5200 FAX:512.282.5230
L9 S33°26'04"W 13.34' WWW.DELTASURVEYGROUP.COM
L10 S46°00'05"W 18.09' T13PLS FIRM NO.10004700
QUAD ROUND ROCK
PROJECT QUICK FARM
BEARING BASIS: DWG. 5.85 AC
TEXAS STATE PLANE COORDINATE SYSTEM,CENTRAL ZONE,NAD83/CORS
0 2014 uae,sm,<,G. uM.
EXHIBIT C
Survey of Trail Tract
Page 10 of 11
01-30-2020
Page 1 of 3
County: Williamson
City: Round Rock
Project:Quick Lake Trail
EXHIBIT C
PROPERTY DESCRIPTION
DESCRIPTION OF A 1.155 ACRE (50,300 SQUARE FOOT) TRACT OF LAND SITUATED IN THE G.W.
GLASCOCK SURVEY, ABSTRACT NO. 267, IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY, TEXAS,
BEING A PORTION OF THAT CALLED 86.645 ACRE TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO
THE QUICK LIVING TRUST RECORDED IN DOCUMENT NO. 2016059259 OF THE OFFICIAL PUBLIC ECORDS
OF WILLIAMSON COUNTY,TEXAS, SAID 1.155 ACRE (50,300 SQUARE FOOT)TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod with plastic cap stamped"DELTA SURVEY" found, in the westerly boundary line of that
called 93.74 acre tract of land described in Warranty Deed to Ardalia E. Martin recorded in VOlulne 2571, Page 709 of
the Official Records of Williamson County, Texas, same being in the easterly boundary line of said 86.645 acre tract,
also being the common corner of a proposed 27.71 acre tract and a proposed 6.61 acre tract of land, both out of said
86.645 acre tract, for the most easterly corner and POINT OF BEGINNING of the herein described tract, and from
which a 3/4 inch iron pipe found, being the westerly corner of said 93.74 acre tract, same being an angle point in said
86.645 acre tract, same being the common corner of a proposed 26.10 acre and said proposed 27.71 acre tract
bears S 21°04'41"E,at a distance of 129.86 feet,
THENCE, departing said 93.74 acre tract, through the interior of said existing 86.645 acre tract, with the proposed
southerly boundary line of said 27.71 acre tract,also representing the meanders of the 725 foot elevation contour, the
following nine(9)courses:
1) S 29°04'29" W, for a distance of 41.90 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
2) S 56°1012" W, for a distance of 43.19 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
3) S 62°47'53" W, for a distance of 89.18 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
4) S 50°04'55" W, for a distance of 68.42 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
5) S 38°36'14" W, for a distance of 216.56 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
6) S 31°36'42" W, for a distance of 172.59 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
7) S 35°17-16" W, for a distance of 151.93 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
8) S 40°58'05" W, for a distance of 119.41 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found;
9) S 40°44'38" W, for a distance of 91.41 feet to an iron rod with plastic cap stamped "DELTA SURVEY"
found, being in the proposed easterly boundary line of a 5.85 acre tract of land, same being the common
corner of said proposed 6.61 acre out of said 86.645 acre tract, and said proposed 27.71 acre tract, for the
most southerly corner of the herein described tract;
Page 2 of 3
10) THENCE, with the proposed common boundary lines of said 5.85 acre and said 6.61 acre tract,
N 39°40'20" W, for a distance of 50.71 feet to the calculated westerly corner of the herein described tract,
and from which an iron rod with plastic cap stamped "DELTA SURVEY" found being the common corner of
said proposed 5.85 acre and said proposed 27.71 acre tract bears N 39°40'20" W, at a distance of 37.17
feet to;
THENCE, departing said proposed 5.85 acre tract, through the interior of said existing 86.645 acre tract and said
proposed 27.71 acre tract, and being 50 feet northerly of and parallel to courses 1 through 9, the following nine (9)
courses:
11) N 40°44'38" E,for a distance of 83.07 feet to a calculated angle point;
12) N 40°58'05" E,for a distance of 117.03 feet to a calculated angle point;
13) N 35°17'16"E,for a distance of 147.84 feet to a calculated angle point;
14) N 31-36'42" E,for a distance of 174.04 feet to a calculated angle point;
15) N 38°36'14" E,for a distance of 224.64 feet to a calculated angle point;
16) N 50°04'55" E, for a distance of 79.02 feet to a calculated angle point;
17) N 62°47'53" E,for a distance of 91.85 feet to a calculated angle point;
18) N 56°10'12" E,for a distance of 28.25 feet to a calculated angle point;
19) N 29°04'29" E,for a distance of 71.58 feet to a calculated angle point, being in the westerly boundary line of
said 93.74 acre tract, and the easterly boundary line of said 86.645 acre tract, for the rnost northerly corner
of the herein described tract and from which a 3/4" iron rod found being the northwesterly corner of said
93.74 acre tract, same being the northeasterly corner of said 86.645 acre tract, also being the southerly
boundary line of that called 43.524 acre tract of land described in a Warranty Deed to City of Round Rock,
Texas, recorded in Document No. 9730900 of the Official Records of Williamson County, Texas, bears
N 21°04'41"W,at a distance of 876.23 feet;
20) THENCE, with the common boundary line of said 93.74 acre tract and said 86.645 acre tract,
S 21°04'41" E, for a distance of 65.12 feet to the POINT OF BEGINNING, containing 1.155 acre (50,300
square feet)of land, more or less.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No.4203, NAD 83.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description
is true and correct to the best of my knowledge and belief and that the property described herein was determined by
a surrey made on the ground under my direct supervision.
WITNESS M4HD AND SEAL atRound Rock,Wilt mson County,Texas.
M.Steph Date
Registered Professional Land Surveyor No.4933 OF
Inland Geodetics, LLCe
•'�$? .�
Licensed State Land Surveyor
Firm Registration No: 100591-00t
............................
1504 Chisholm Trail Road, Suite 103 f•M.81EPHEN TRUESUALE
...................v..t.MN1.N
Round Rock,TX 78681 %.90 4933 pj�
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EXHIBIT
FLAT TO ACCOMPANY DESCRI ! N CITY OF ROUND ROCK, TEXAS
N0. I DIRECTION DISTANCE (43.524 AC.)
L7 S21'04'41"E 129.86' DOC. NO. 9730900
L2 S29-04'29"W 41.90' O.R.W.C.T.
L3 S56'10'12"W 43.19' "—
n
L4 S62'47'53"W 89.18' vFY Nto
,.
L5 S50-04'55"W 68.42' N o
L6 S3836'1 4-W 216.56' ,! 51ij = a•�^
!1 n
L7 S31'36'42"W 172.59' �-(J 4 o� ~
L8 S3517'16"W 151.93' G�S 7 ) 0• a
aa�
W W 3
L9 S40'58'05"W 119.41' �- -i
PROPOSED 27.71 AC. z -It
¢vN a
L10 S40'44'38"W 91.41' 0 100 200 , f���7
L11 S39'40'20"E 119.37' �y`y o
L12 N39'40'20"W 50.71' 20
L13 N39'40'20"W 37.17' 1" = 200' L19 L�-`Lo o
L14 N40'44'38'E 83.07' PROPOSED TRACT o o U3o
L15 N40'58'05"E 117.03' 503155SAC FT.o
- �,"$j/ L5 P.0.8.1
L16 N351 ,
7'16"E 147.84' /
L17 N31'36'42"E 174.04' THE QUICK LIVING TRUST
L18 N38'36'14"E 224.64' 86.73 AC. so �ro • -
1-19 N50'04'55"E 79.02' (86.645 AC.)
L20 N6247'53"E 91.85' DOC. NO. 2016059259
L21 N5610'12"E 28.25' O.P.R.W.C.T. .00, /
L22 N29'04'29"E 71.58' In"
L23 S21'04.41"E 65.12' -6/ o
1) ALL BEARINGS SHOWN HEREON ARE BASED �15j� �$ / PROPOSED 26.10 AC.
ON THE TEXAS STATE PLANE COORDINATE o /
SYSTEM, NAD 83, CENTRAL ZONE. r
2) THIS SURVEY WAS PERFORMED WITHOUT LEGEND
BENEFIT OF A TITLE ABSTRACT. THERE MAY IRON ROD FOUND W/ PLASTIC CAP
BE OTHER INSTRUMENTS OF RECORD THAT �� v� D STAMPED "DELTA SURVEY"
AFFECT THIS TRACT NOT DEPICTED HEREON.
o p PROPOSED 6.61 AC. I 3/4" IRON PIPE FOUND
I HEREBY CERTIFY THAT THIS PLAT IS TRUE PROPOSED 5.35 AC.
�,o. • 3/4" IRON ROD FOUND
AND CORRECT AND THAT THE PROPERTY . CALCULATED POINT
SHOWN HEREON WAS DETERMINED BY A o
SURVEY MADE 0 E GROUND UpIDER PROPERTY LINE
MY DIRECT SUPZIAS N. O.R.W.C.T. OFFICIAL RECORDS
��i., PROPOSED 5.13 AC. WILLIAMSON COUNTY, TEXAS
jo, , - i d M. STEPHEN TRUESDALE /++ py O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
REGISTERED PROFESSIONAL DA + WILLIAMSON COUNTY, TEXAS
LAND SURVEYOR NO. 4933 P.O.B. POINT OF BEGINNING
LICENSED STATE LAND SURVEYOR OF LLC7. OLD SETTLERS BLVD.
FlRMINLAND GISTRATIOGEODETICSN N0.100591-00 �. '�' ( ) RECORD INFORMATION
FgF:y (ROW VARIES)
1504 CHISHOLM TRAIL ROAD, SUITE 103
ROUND ROCK, TEXAS 78681
oll »-»»» •�'�'�' 01-30-2020
ski STEPHEN TRUEMALE t
LFIRM
LANDu
ODE-rICS t ` PROPOSED TRACT
IONAL LAND SURVEYORS �+' "'•Fi.•w•���1� 1-
SHOLM TRAIL RD.STE.103 O gU�tJ1 .155 ACRES
36 zoo FAX S72i38-12SI 50,300 SQUARE FEET
_ 6TRAT10N N0.10059LqLjlr
PAGE 3 OF 3
EXHIBIT D
GRANTOR HAS EXECUTED AND DELIVERED THIS SPECIAL
WARRANTY DEED AND HAS CONVEYED THE PROPERTY AND GRANTEE HAS
RECEIVED AND ACCEPTED THIS SPECIAL WARRANTY DEED AND HAS
PURCHASED THE PROPERTY"AS IS," "WHERE IS," AND "WITH ALL FAULTS"
AND WITHOUT REPRESENTATIONS OR WARRANTIES WHATSOEVER,
EXPRESS OR IMPLIED, WRITTEN OR ORAL, AND EXCEPT WITH RESPECT TO
THE EXPRESS REPRESENTATIONS AND WARRANTIES SET FORTH HEREIN,
GRANTOR EXPRESSLY DISCLAIMS ALL WARRANTIES AND
REPRESENTATIONS OF ANY KIND OR NATURE WITH RESPECT TO THE
PROPERTY (AND EXCEPT FOR THE WARRANTY OF TITLE EXPRESSLY SET
FORTH IN THIS DEED),WITH REGARD TO THE PROPERTY"AS IS"MEANS,BUT
IS NOT LIMITED TO: "AS IS" PHYSICAL CONDITION (BOTH AS TO DEFECTS
SEEN AND UNSEEN AND CONDITIONS NATURAL AND ARTIFICIAL), "AS IS"
WITH RESPECT TO ALL DOCUMENTS,AGREEMENTS,RESTRICTIONS,LEASES
AND COVENANTS TO WHICH THE PROPERTY IS SUBJECT AND WHICH HAVE
BEEN DISCLOSED BY GRANTOR OR GRANTOR'S AGENTS TO GRANTEE,AND
"AS IS" WITH RESPECT TO ALL LAWS, ORDINANCES, RULES AND
REGULATIONS TO WHICH THE PROPERTY IS SUBJECT UNDER ANY
APPLICABLE GOVERNMENTAL OR REGULATORY AGENCY HAVING
JURISDICTION, INCLUDING BUT NOT LIMITED TO: THAT A PORTION OF THE
PROPERTY MAY BE LOCATED IN AN AREA THAT HAS BEEN DESIGNATED BY
THE U.S. CORPS OF ENGINEERS, OR BY THE MUNICIPALITY IN WHICH THE
PROPERTY IS LOCATED, AS BEING IN A FLOOD PLAIN OR OTHER FLOOD-
PRONE AREA; THE PROPERTY IS LOCATED WITHIN THE UPPER BRUSHY
CREEK WATER CONTROL IMPROVEMENT DISTRICT; THE PROPERTY IS
ENCUMBERED BY A FLOOD INUNDATION EASEMENT DATED APRIL 26, 1962
RECORDED IN VOLUME 458, PAGE 500 OF THE DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS; AND IF THE PROPERTY ADJOINS AN
IMPOUND OF WATER INCLUDING A RESERVOIR OR LAKE,CONSTRUCTED OR
MAINTAINED UNDER CHAPTER 11, TEXAS WATER CODE, THAT HAS A
STORAGE CAPACITY OF AT LEAST 5,000 ACRE-FEET AT THE
IMPOUNDMENT'S NORMAL OPERATING LEVEL, GRANTOR HEREBY
NOTIFIES GRANTEE"THE WATER LEVEL OF THE IMPOUNDMENT OF WATER
ADJOINING THE PROPERTY FLUCTUATES FOR VARIOUS REASONS,
INCLUDING THE RESULT OF: (1) AN ENTITY LAWFULLY EXERCISING ITS
RIGHT TO USE THE WATER STORED IN THE IMPOUND, OR (2) DROUGHT OR
FLOOD CONDITIONS."
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