R-2017-4354 - 4/27/2017 RESOLUTION NO. R-2017-4354
WHEREAS, the City of Round Rock ("City") is the owner of that certain 2.1355 acres and
0.8791 acre tracts of land located southeast of the intersection of Bagdad Avenue and South Mays
Street("Property"), and
WHEREAS, the City desires to sell Property to Round Rock Transportation and Economic
Development Corporation ("RRTED"), a Type B Texas economic development corporation, 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 RRTED, for the sale of the above described property, a copy of said 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 27th day of April, 2017.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:&MtI A,. V L
SARA L. WHITE, City Clerk
0112.1704;00376754
EXHIBIT
«A„
REAL ESTATE CONTRACT
This Real Estate Contract ("Contract") is entered into between the CITY OF ROUND
ROCK, a Texas home-rule municipal corporation ("Seller"), and ROUND ROCK
TRANSPORTATION AND ECONOMIC DEVELOPMENT CORPORATION, a Type B Texas
economic development corporation (`Buyer"), upon the terms and conditions set forth as
follows:
1. Purchase and Sale of Property
1.01 Seller sells and agrees to convey, and Buyer purchases and agrees to pay for, all
of that certain 0.676 acre, 0.781 acre and 1.191 acre tracts of land located in Williamson County,
Texas, and as shown in the exhibit attached hereto and incorporated herein as Exhibits "A-1, A-
2, and A-3".
1.02 This sale and purchase includes all rights and appurtenances pertaining to the
Property, including any right, title, or interest of Seller in adjacent streets, alleys, or rights-of-
way, together with any improvements,fixtures, and personal property situated on and attached to
the Property.
1.03 The real property described above, and any rights or appurtenances are referred to
in this Contract as the"Property."
2. Sales Price
2.01 Amount of Sates Price. The sales price for the Property shall be the sum of TWO
MILLION ONE HUNDRED THOUSAND and NO/100 DOLLARS ($2,100,000.00) ("Sales
Price").
2.02 Payment of Sales Price. The fitll amount of the Sales Price shall be payable in
cash at the closing.
3. Representations and Warranties of Seller
Seller represents and warrants to Buyer, as of the Closing Date, as follows:
3.01 There are no parties in possession of any portion of the Property as lessees,
tenants at sufferance, or trespassers.
3.02 Seller has complied with all applicable laws, ordinances, regulations, and
restrictions relating to the Property, or any part of it.
3.03 Seller is not aware of any material physical defects to the Property.
3.04 Seller is not aware of any environmental hazards or conditions that affect the
Property.
376972
3.05 Seller is not aware that the Property is or has ever been used for the storage or
disposal of hazardous materials or toxic waste, or any underground tanks or containers.
3.06 Seller is not aware that radon, asbestos insulation or fireproofing, urea
formaldehyde foam insulation, lead based paint or other pollutants or contaminants of any nature
now exist or have ever existed on the Property.
The foregoing reports are the only reports that Seller is aware of regarding enviromnental
conditions, the storage or disposal of hazardous materials, underground tanks, or pollutants or
contaminants of any nature that have existed on the Property.
4. Closing
4.01 Date and Location. The closing will be held at the office of Sheets & Crossfield,
P.C., on or before May 25, 2017 ("Closing Date"), or at a time, date, and place agreed on by
Seller and Buyer, or within 10 days after the completion of any title curative matters if necessary
for items shown on the Title Report or in the Contract.
4.02 Sellers Responsibilities at Closing_At the closing Seller will:
(A) Deliver to Buyer a properly executed and acknowledged Special Warranty
Deed in the form of Exhibit "B" attached hereto (the "Deed"), conveying marketable title in fee
simple to all of the Property, free of all liens, encumbrances, conditions, easements,assessments,
and restrictions, except for the following:
(i) Any exceptions approved by Buyer in accordance with Section 3
of this Contract;
(ii) Any exceptions approved by Buyer in writing; and
(iii) Currently existing easements, covenants, conditions and
restrictions of record affecting the Property.
(B) Deliver to Buyer possession of the Property.
4.03 Buyer's Responsibilities at Closing. At the closing Buyer will pay Seller the Sales
Price.
4.04 Prorations. General real estate taxes for the current year relating to the Property,
interest on any existing indebtedness, rents, insurance, and utility charges, if any, will be
prorated as of the Closing Date and will be adjusted in cash at the Closing. If the Closing occurs
before the tax rate has been fixed for the current year, the apportionment of taxes will be on the
basis of the tax rate for the preceding year applied to the latest assessed valuation. All special
taxes or assessments to the Closing Date will be paid by Seller, if any.
4.05 Apportionment of Costs. All costs and expenses of closing in consummating the
sale and purchase of the Property will be paid as follows:
2
(A) Deed, tax certificates,and title curative matters, if any,paid by Seller.
(B) All other closing costs to be paid by Seller.
(C) Attorney's.fees paid by each respectively.
5. Breach by Seller
5.01 Buyer's Rights in the Event of Breach by Seller. If Seller fails to fully and timely
perform any of its obligations under this Contract or fails to consummate the sale of the Property
for any reason(except for Buyer's default), Buyer will have the right cancel this Contract.
6. Breach by Buyer
6.01 Seller's Rights in the Event of Breach by Buyer. In the event Buyer fails to
consummate the purchase of the Property, Seller will have the right to cancel this Contract.
7. Miscellaneous Provisions
7.01 Assignment. This Contract is not assignable without the express written consent
of Seller.
7.02 Survival of Covenants. Any of the representations, warranties, covenants, and
agreements of the parties, as well as any rights and benefits of the parties, pertaining to a period
of time following the closing of the transactions contemplated by this Contract, will survive the
closing.
7.03 Notice. 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 Buyer, as the case may be, at the address set forth in the
signature block below.
7.04 Texas Law to Apply. This Contract shall be construed under and in accordance
with the Iaws of the State of Texas, and all obligations of the parties created hereunder are
performable in Williamson County,Texas.
7.05 Parties Bound. 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.
7.06 Legal Construction. In case any one or more of the provisions contained in this
Contract may for any reason be held to be invalid, illegal, or unenforceable in any respect, this
invalidity, illegality, or unenforceability will not affect any other provision hereof, and this
Contract will be construed as if the invalid, illegal, or unenforceable provision had never existed.
3
7.07 Prior Contracts Superseded. 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 of this Contract.
7.08 Time of Essence. Time is of the essence in this Contract.
7.09 Compliance. In accordance with the requirements of Section 20 of the Texas Real
Estate License Act, Buyer is advised that it should be furnished with or obtain a policy of title
insurance, or Buyer should have the abstract covering the Property examined by an attorney of
Buyer's own selection.
7.10 Effective Date. This Contract sliall be effective as of the date it is approved by the
Round Rock City Council,which date is indicated beneath the Mayor's signature below.
7.11 Sipnature Warranty Clause. The signatories to this contract represent and warrant
that they have the authority to execute this Contract on behalf of Seller and Buyer,respectively.
7.12 Real Estate Brokers. Buyer and Seller represent and warrant to each other that
neither party has contracted with any real estate brokers on this transaction.
The parties are signing this Contract on the dates indicated.
(rest of this page lefl blank)
4
SELLER
CITY OF ROUND ROCK,TEXAS
221 E.Main Street
Round Rock, TX 78664
By:
Alan McGraw,Mayor
Date:
Attest: For City,Approved as to Form:
Sara White, City Clerk Stephan L. Sheets, City Attorney
BUYER
ROUND ROCK TRANSPORTATION
AND ECONOMIC DEVELOPMENT
CORPORATION
221 E.Main Street
Round Rock, TX 78664
By:
Alan McGraw,President
Date:
5
Exhibits A-h through A-3
6
Exhibit A-1
METES AND BOUNDS DESCRIPTION
FOR A 0.676 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
CALLED 0.8791 ACRE TRACT OF LAND (TRACT II) CONVEYED TO THE CITY OF
ROUND ROCK, TEXAS, AS RECORDED IN DOCUMENT NO. 2013081105, OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), AND ALL OF
THE CALLED 0.236 ACRE TRACT OF LAND CONVEYED TO THE CITY OF ROUND
ROCK, TEXAS, RECORDED IN DOCUMENT NO. 2014022530, (O.P.R.W.C.T.), AND
BEING 0.053 ACRE WITHIN THE RIGHT-OF-WAY OF E. BAGDAD AVENUE (80'
RIGHT-OF-WAY WIDTH) PER CABINET A, SLIDE 190, PLAT RECORDS OF
WILLIAMSON COUNTY, TEXAS. SAID 0.676 ACRE TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod found with aluminum cap stamped "CORR" on the southeast
corner of said 0.236-acre CITY OF ROUND ROCK tract, same being on the southwest
corner of a called 0.169-acre tract of land conveyed to the CITY OF ROUND ROCK,
TEXAS, recorded in Document No. 2014022531, (O.P.R.W.C.T.), same being on a point
in the curving northerly right-of-way line of the UNION PACIFIC RAILROAD,
monumenting the southeast corner and POINT OF BEGINNING hereof;
THENCE with the southerly boundary line of said 0.236-acre CITY OF ROUND ROCK
tract, same being with said northerly right-of-way line of the UNION PACIFIC RAILROAD
with a curve to the left, an arc length of 110.21 feet, said curve having a radius of 3062.12
feet, a central angle of 02003'44" and having a chord which bears S 69°08'20"W for a
distance of 110.20 feet to an iron rod found with aluminum cap stamped "CORR", on the
southwest corner of said 0.236-acre CITY OF ROUND ROCK tract, same being on the
southeast corner of said 0.8791-acre CITY OF ROUND ROCK tract, monumenting the
end of this curve;
THENCE with the southerly boundary line of said 0.8791-acre CITY OF ROUND ROCK
tract and said northerly right-of-way line of the UNION PACIFIC RAILROAD with a curve
to the left, an arc length of 293.09 feet, said curve having a radius of 2700.08 feet, a
central angle of 06013'10" and having a chord which bears S 65°08'07" W for a distance
of 292.95 feet to a 1/2" iron rod set with cap marked "Diamond Surveying", monumenting
the southwest corner hereof, from which an iron rod found, on the southwest corner of
said 0.8791-acre CITY OF ROUND ROCK tract, bears S 61°23'59" W for a distance of
59.00 feet;
THENCE departing said northerly right-of-way line of the UNION PACIFIC RAILROAD,
through the interior of said 0.8791-acre CITY OF ROUND ROCK tract and said E.
BAGDAD AVENUE, the following five (5) courses and distances:
1. With a curve to the left an arc length of 72.22 feet, said curve having a radius of
252.00 feet, a central angle of 16°25'15", and having a chord which bears
EXHIBIT
N 46°21'49" E for a distance of 71.98 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the end of this curve;
2. N 38°09'12" E for a distance of 126.42 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the beginning of a curve to the right;
3. With said curve to the right passing at an arc length of 48.94 feet a 1/2" iron rod
set with cap marked "Diamond Surveying", monumenting said southerly right-of-
way
ight-o#way line of E. BAGDAD AVENUE and the northerly boundary line of said 0.8791
acre CITY OF ROUND ROCK tract, in all a total arc length of 154.89 feet, said
curve having a radius of 267.00 feet, a central angle of 33°14'21" and having a
chord which bears N 54046'22" E for a distance of 152.73 feet to a 1/2" iron rod
set with cap marked "Diamond Surveying", monumenting the end of this curve;
4. N 71°23'33" E for a distance of 82.49 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying", monumenting the northeast corner hereof;
5. S 19°2528" E for a distance of 15.07 feet to an iron rod found with aluminum cap
stamped "CORR", on the northeast corner of said 0.236-acre CITY OF ROUND
ROCK tract, same being on the northwest corner of said 0.169-acre CITY OF
ROUND ROCK tract, monumenting a point in the easterly boundary line hereof;
THENCE S 19°25'28" E with the easterly boundary line of said 0.236-acre CITY OF
ROUND ROCK tract and the westerly boundary line of said 0.169-acre CITY OF ROUND
ROCK tract, for a distance 92.11 feet to the POINT OF BEGINNING hereof and
containing 0.676 acre of land more or less.
A drawing has been prepared to accompany this metes and bounds description
BEARING BASIS: NAD-83, TEXAS CENTRAL (4203), STATE PLANE SYSTEM. All
distances are surface distances. Combined Surface Adjustment Factor used for this
survey is 0.99988784.
<>DTA MOND:SUR VEYING,INC
116 SK MINE ROAIJ,GEORGETOWN,TX 78628 0 F T�
(512)931-3100 ,R" �9
APRIL 10, 2017 SHANE. SHAPER
`'•:�, 5281
SHANE SHAFER, R.P.L.S. NO. 5281 DATE
EXHIBIT
PLTL0�
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.676 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE CALLED 0.8791 ACRE
TRACT OF LAND(TRACT 11)CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY,TEXAS(O.P.R.W.C.T.),AND ALL OF THE CALLED 0.236 ACRE TRACT OF LAND CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,RECORDED IN DOCUMENT NO.
2014022530,(O.P.R.W.C.T.), AND BEING 0.053 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80'RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF
i WILLIAMSON COUNTY,TEXAS
I I � I
II II I cBLOCK 10, BLOCK 11,CAB.A,SL 19D n
CAB.A,SL 190 1 P.R.W.CTI~
P.R.W.C.T. 1 . .
PL. I I I Z
LOT 2 LOT 1 04 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 R;
—1---�---� w L—_L 1--J---- ---1— _L �_ a o
x�
SCALE: 1^= so'
uz .�
v�
R.O.W.TO BE VACATED
0.053 ACRE
E. BAGDAD AVE. WITHIN THE R O.W.OF
(80' R.O.W. CAB. A. SL. 180) E.BAGDAD AVE
d
Y �"N71'23,33"E 82.49'
CO C45 15.07' -,,,
i EXISTING SOUTH R.O.W. LINE - — —E. BAGDAD AVE. CORR no
�o
i
� x+11 _ CITY OF
Y CITY OF ROUND ROCK I ROUND ROCK
c (2.1355 AC.) CITY OF ROUND ROCK 0.169 AC.
TRACT I CITY OF
m (0.8791 AC.) Z ROUND ROCK DOC.2014022531
DOC.2013081105 TRACT II h O.P.R.W.C.T.
O.P.R.W.C.T. DOC.2013081105 �'1-`O' SUBJECT TRACT DOCL2064� 04
tabb+er O.P.R.W.C.T. 0.676 AC. O.P.R.W.C.T. `''
co
CD = CORR CORK
C> C27
GGj c-50 pOSTING NORTH RO.W. 1
C5 UNION PACIFIC RAILROAD P.O.B.
SURFACE VALUES
UNION PACIFf0 RAILROAD N:10159663.31
(R.O.W.VARIES) E:3133692.34
& COMBINED SURFACE
ADJUSTMENT
W' LEGEND FACTOR:0.99988784
N
D
s • FOUND IRON ROD
SURFACE VALUES CORR
N:1015949Z65 FOUND IRON ROD WITH ALUMINUM CAP STAMPED-CORR"
NE:3133471.77
oQ IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
COMBINED SURFACE
m
ADJUSTMENT
E 19 X CUT FOUND IN CONCRETE
FACTOR:0.99988784 P.O.B.=POINT OF BEGINNING
O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS SHEET 1 OF 2
P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS <, j�TAMOND SURVEYING,INC.
R.O.W.=RIGHT-0F--WAY 116 SKYLINE ROAD,GEORGETOWN,TERAS 78628
n4 (512)931-3100
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.676 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE CALLED 0.8791 ACRE
TRACT OF LAND(TRACT 11)CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY,TEXAS(O.P.R.W.C.T.),AND ALL OF THE CALLED 0.236 ACRE TRACT OF LAND CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,RECORDED IN DOCUMENT NO.
2014022530,(O.P.R.W.C.T.), AND BEING 0.053 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80'RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF
WILLIAMSON COUNTY,TEXAS
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C5 72.22' 252.00' 16°25'15" N46°21'49"E 71.98'
Ca 352.09' 2700.08' 7°28'17" S64°30'34"W 351.84'
C17 48.94' 267.00' 10°30'09" N43°24'17"E 48.87'
i C27 110.21' 3,062.12' 2°03'44" S69°08'20"W 110.20'
b
d C42 59.00' 2,700.08' 1"15'0T' S61°23'59"W 59.00'
Y
C43 96.23' 267.00' 20°38'57" N61°04'04"E 95.71'
m
C47 154.89' 267.00' 33°1421" N54°46'22"E 152.73"
C50 293.09' 2700.08' 6°13'10" S65°08'07'W 292.95'
m
tab
abicr GENERAL NOTES:
o —D 1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
>XCOMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
= IS 0.99988784
2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAY AFFECT
In THE SUBJECT TRACT.THIS SURVEY IS NOT INTENDED TO BE USED AS
a A LAND TITLE SURVEY,
Y
3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE
OF THE COUNTY CLERK OF WILLIAMSON COUNTY,TEXAS.
U
O
C
z 1, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this 0 F
drawing represents a survey made on the ground under my direct supervision completed on March TF
W 14,2017.At the time of this survey there was no evidence of encroachments, conflicts or protrusions
o apparent on the ground, EXCEPT AS SHOWN.This survey substantially complies with the current ..SHANE SHAFER
Texas Society of Professional Surveyors Standards and Specifications for a Category 1 B, Condition 11 ...........................
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN <' °po 5281 I—
`aRISK AND UNDERSIGNED SURVEYOR 1S NOT RESPONSIBLE FOR ANY LOSS RESULTING ti� .......0.
O
THEREFROM. SInd
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W
0. SHEET 2 OF 2
.;
APRIL 10, 2017 C DIAMOND SURVEYING,INC.
Shane Shafer, R.P.L.S.VNO. 5281 DATE 116 Skil INE ROAD,GEORGETOWN,TEX{ S 78628
(512)931-3100
N
I.Exhlbit A-2
METES AND BOUNDS DESCRIPTION
FOR A 0.781 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE CALLED
2.1355 ACRE TRACT OF LAND (TRACT 1), A PORTION OF THE CALLED 0.8791 ACRE
TRACT OF LAND (TRACT ll) CONVEYED TO THE CITY OF ROUND ROCK, TEXAS, AS
RECORDED IN DOCUMENT NO. 2013081105, OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, AND BEING 0.317 ACRE WITHIN THE RIGHT-OF-WAY OF
E. BAGDAD AVENUE (80' RIGHT-OF-WAY WIDTH) PER CABINET A, SLIDE 190, PLAT
RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID 0.781 ACRE TRACT OF LAND BEING
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at an iron rod found with aluminum cap stamped"CORR"on the northeast corner
of said 0.236-acre CITY OF ROUND ROCK tract, from which an iron rod found with aluminum
cap stamped"CORR" on the southeast corner of said 0.236-acre CITY OF ROUND ROCK tract,
same -being on a point in the curving northerly right-of-way line of the UNION PACIFIC
RAILROAD, bears S 19025'28" E for a distance of 92.11 feet;
THENCE S70042'59"W with the north boundary line of said 0.236 acre CITY OF ROUND ROCK
tract, the north boundary line of said 0.8791 acre CITY OF ROUND ROCK tract and said south
right-of-way line of E. BAGDAD AVENUE, passing at a distance of 110.23 feet an iron rod found
with aluminum cap stamped"CORR"on the northwest corner of said 0.236 acre CITY OF ROUND
ROCK tract, same being on the northeast corner of said 0.8791 acre CITY OF ROUND ROCK
tract, in all a total distance of 309.57 feet to a 1/2" iron rod set with cap marked "Diamond
Surveying", on the southeasterly boundary line of the herein described tract for the POINT OF
BEGINNING hereof;
THENCE departing said south right-of-way line of E. BAGDAD AVENUE, through the interior of
said 0.8791 acre CITY OF ROUND ROCK tract and said 2.1355 acre CITY OF ROUND ROCK
tract, the following six (6) courses and distances:
I. S 38°09'12"W for a distance of 72.79 feet to a 1/2"iron rod set with cap marked"Diamond
Surveying", on the beginning of a curve to the right;
2. With said curve to the right an arc distance of 76.14 feet, said curve having a radius of
187.00 feet, a central angle of 23019'48" and having a chord which bears S 49049'06"W
for a distance of 75.62 feet to a 1/2"iron rod set with cap marked "Diamond Surveying",
on the point of reverse curvature of a curve to the left;
3. With said curve to the left an arc distance of 175,83 feet, said curve having a radius of
2762.50 feet,a central angle of 03°38'48"and having a chord which bears S 59°3936" W
EXHIBIT
r
for a distance of 175.80 feet to a 112"iron rod set with cap marked "Diamond Surveying",
for the southwest corner hereof;
4. N 3204439"W for a distance of 48.37 feet to a 112"iron rod set with cap marked"Diamond
Surveying", on the beginning of a.curve to the right;
5. With said curve to the right an arc distance of 16.75 feet, said curve having a radius of
72.00 feet, a central angle of 13°19'34" and having a chord which bears N 26°04'52"W
for a distance of 16.71 feet to a 112" iron rod set with cap marked "Diamond Surveying",
on the end of this curve;
6. N 19°25'01"W for a distance of 36.23 feet to a 112"iron rod set with cap marked"Diamond
Surveying", on said south right-of-way line of E. BAGDAD AVENUE, same being on a
point in the northerly boundary line of said 2.1355-acre CITY OF ROUND ROCK tract;
THENCE departing said south right-of-way line of E. BAGDAD AVENUE, through the interior of
said E. BAGDAD AVENUE, the following three(3)courses and distances:
1. N 19025101"W for a distance of 26.33 feet to a 1/2"iron rod setwith cap marked"Diamond
Surveying",for the northwest corner hereof;
2. N 70°34'59" E for a distance of 248.39 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying", for an angle point hereof;
3. N 38°10'16" E fora distance of 98.69 feet to a 1/2"iron rod set with cap marked"Diamond
Surveying", on a point in the south terminus line of S. SHEPPARD STREET, for an angle
point hereof;
THENCE N 70042'59" E, in part with the south terminus line of said S.SHEPPARD STREET and
in part with the south boundary line of Lot 10, Block 11, as recorded in said Cabinet A, Slide 190,
for a distance of 39.35 feet to a 1/2" iron rod set with cap marked "Diamond Surveying", for the
northeast corner hereof;
,THENCE through the interior of said E. BAGDAD AVENUE, the following three (3) courses and
distances:
1. S 51°49'44" E for a distance of 40.64 feet to a 1/2"iron rod set with cap marked"Diamond
Surveying", on the beginning of a curve to the left;
2. With said curve to the left an arc distance of 34.16 feet, said curve having a radius of
332.00 feet, a central angle of 05053'43" and having a chord which bears S 41006'04"W
EHIB♦IdT
for a distance of 34.14 feet to a 1/2"iron rod set with cap marked "Diamond Surveying",
on the end of this curve;
3. S 38°09'12" W for a distance of 63.64 feet to the POINT OF BEGINNING hereof and
containing 0.781 acre of land more or less.
A drawing has been prepared to accompany this metes and bounds description
BEARING BASIS: NAD-83, TEXAS CENTRAL (4203), STATE PLANE SYSTEM. All
distances are surface distances. Combined Surface Adjustment Factor used for this
survey is 0.99988784.
<> ®DA6t OWD WNV,Eripee,1,wC.
(512)W141CO
SHANESHAPER
APRIL 10, 2017 .................• •
` r 4� .P5281 P
SHANE SHAFER, R.P.L.S. NO. 5281 DATEA
9tio SIJR?'' °
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EXHIBIT
a.02.
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DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.781 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING
A PORTION OF THE CALLED 2.1355 ACRE TRACT OF LAND(TRACT 1),A PORTION OF THE CALLED 0.8791 ACRE TRACT OF LAND(TRACT[I) /
CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED 1N DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF /f
WILLIAMSON COUNTY,TEXAS(O.P.R.W.C.T.),AND BEING 0.317 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80' l�
RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
E a SCALE: I"= 100'
U-1 J I I B OCKI 9,CAB.AI SL 90 I I d I 1 B40CK110,GAB..4,SL1190 I I R LO K 11 CA A,SL.19P I I E
r l I 1 N { I I ��a I 1 { I Y I I I I Wm `� r l I 1 i I I 1
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9m .ti 1 0 0 O O O O O O O O O O O O O O O ClV] I 0 1 0 1
, I I 1 I I I I0 ' -� I I I 1 1 l f I l �
m -_L °' 1 0 _A r 1_^�_I� o o `°_I C L °'_1 u 1 �I' I ._ v] v L5 O 1_`° I c_L V 1a) p SURFACE VALUES
R.O.W TO BE VACATED N:10159770.18 m
m 0.317 ACRE 4�` �'E. BAGDAD AVE. 313366
a E. BAGDAD AVE. WITHIN THE R.O.W.OF COMBINEDD SURFACE U]
(80' R.O.W. CAB. A, SL. 190) E.BAGDAD AVE.. N70'34'59-E 248.39' (80' R.O.W. ADJUSTMENT
G
CAB. A, SL 190) FACTOR 0.99988784
0 26.33' 1 S70'42'59-W 309.57'_ —0
__
r— EXISTING SOUTH R.O.W. LINE �.
N —— �++ BAGDAD AVE. 199.34 CORK 110.23' CORR
SUBJECT TRACT `-, I ROUNDY OF
ROCK 10o
0.789 AC. CITY OF ROUND ROCK P.O.B. 1 0.236 AC. I
x I UNION PACIFIC CITY OF ROUND ROCK G�1 (0.8791 AC.) SURFACE VALUES I DOC.2014022530
RAILROAD COMPANY TRACT II N:10159667,95 I O,P.R.W.C.T.
3' (2.1355 AC.) DOC.2013081105 E:3133569.51 CORR
Jm 0.065 AC.BEING TRACT 1 S COMBINED SURFACE ——— C
A REMNANT PORTION O.P.R.W.C.T.
OF 57 36 AC. DOC.2013081105 ADJUSTMENT
d� O.P.R.W.C.T. ACTOR:0.99988784
z VOL 22,PG.441 IDOSTING NORTH LROAD �
o D,R W.C.T. UNION PACIFIC RA m O
m
m PACIFIC Rp I!ROAD =
Y UNION
NW VIES) x1cr.
LEGEND �r GENERAL NOTES:
D CALCULATED POINT 1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
n SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
• FOUND IRON ROD COMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
CORR IS 0.99988784
W • FOUND IRON ROD WITH ALUMINUM CAP STAMPED'CORR"
tn
o O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING' 2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
}z COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAY AFFECT
18f X CUT FOUND IN CONCRETE THE SUBJECT TRACT.THIS SURVEY 1S NOT INTENDED TO BE USED AS
16
o CONCRETE MONUMENT FOUND
A LAND TITLE SURVEY.
c P.O.C.=POINT OF COMMENCEMENT 3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE
W P.O.B.=POINT OF BEGINNING OF THE COUNTY CLERK OF WILLIAMSON COUNTY,TEXAS.
CL O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS SHEET 9 OF 2
-s P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
D.R.W.C.T.12
=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS <> DIAMOND SURVEYING,IlVC.
3
R.O.W.=RIGHT-OF-WAY 116 SKYLINE ROAD,GEORGETOWN,TEXAS ry8628
N (512)931-33.00
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.781 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING
A PORTION OF THE CALLED 2.1355 ACRE TRACT OF LAND(TRACT 1),A PORTION OF THE CALLED 0.8791 ACRE TRACT OF LAND(TRACT Il)
CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY,TEXAS(O.P.R.W.C.T.),AND BEING 0.317 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80'
RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
3 CURVE TABLE
ro
M
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
a
m C28 175.83' 2,762.50' 3`38'48" S59°39'36"W 175.80'
a C36 34.16' 332.00' 5°5343" S41*06'04"W 34.14'
o C37 76.14' 187.00'• 23"19'48" S49°49'08"W
75.62'
C38 16.75' 72.00' 13"19'34" N26°04'52'W 16.71'
0
N
O
V
Y LINE TABLE
LINE BEARING DISTANCE �= o
L1 S38'09'12"W 72.79' m 0
z
L2 N32°44'39"W 48.37' X
m L3 N19°25'01"W 62.56' W
L4 N38°10'16"E 98.69'
M L5 N70°42'59"E 39.35'
a L6 S51°4944"E 40.64' %alggvi
L7 S38"09'12"W 53.64'
0
m L8 S19°25'28"E 92.11'
(Y�
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Z
& 1, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this
drawing represents a Survey made on the ground under my direct supervision completed on March '�'F TF
,�Q•��0�S7ERFo �y
� 14, 2017.At the time of this survey there was no evidence of encroachments, conflicts or protrusions rte,.•
= apparent on the ground, EXCEPT AS SHOWN.This survey substantially complies with the current •• :
f Texas Society of Professional Surveyors Standards and Specifications for a Category 1B, Condition 11 ••.SHANE SHAFER
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN �':90 5281 r.•�
a RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING 9ti' Fess+o� �
THEREFROM.
a
SHEET 2 OF 2
> DIAMOND SURVEYING,IlVC.
APRIL 10, 2017 FC M,ROAD,GEORGETOWN,TEXALS 78628
Shane Shafer, R.P.L.S. 116 S
0.5281 DATE (512)931-3100
N
EXHIBIT A-3
METES AND BOUNDS DESCRIPTION
FOR A 1.191 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
CALLED 2.1355 ACRE TRACT OF LAND (TRACT 1), CONVEYED TO THE CITY OF
ROUND ROCK, TEXAS, AS RECORDED IN DOCUMENT NO. 2013081105, OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND BEING 0.170 ACRE
WITHIN THE RIGHT-OF-WAY OF E. BAGDAD AVENUE (80' RIGHT-OF-WAY WIDTH)
PER CABINET A, SLIDE 190, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAID 1.191 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
COMMENCING at an Iron rod found on the southwest corner of said 2.1355 acre CITY
OF ROUND ROCK tract, same being on a point in the easterly right-of-way fine of S.
MAYS STREET (80' right-of-way width), same being on the northerly right-of-way of the
UNION PACIFIC RAILROAD, same being on a southeast corner of a remnant portion of
the called 57.36 acre tract of land conveyed to UNION PACIFIC RAILROAD COMPANY,
recorded in Volume 22, Page 441, Deed Records of Williamson County, Texas, from
which an iron rod found on an angle point in the south boundary line of said 2.1355 acre
CITY OF ROUND ROCK tract and an angle point in said northerly right-of-way line of the
UNION PACIFIC RAILROAD bears N 51°42'34" E for a distance of 203.26 feet;
THENCE N 19021'15"W with said easterly right-of-way line of S. MAYS STREET and the
west boundary line of said 2.1355 acre CITY OF ROUND ROCK tract, same being
through the interior of said 57.36 acre UNION PACIFIC RAILROAD COMPANY tract, for
a distance of 58.80 feet to a 1/2" iron rod set with cap marked "Diamond Surveying",
monumenting the southwest corner and POINT OF BEGINNING hereof;
THENCE N 19°21'15" W with the westerly boundary line of said 2.1355-acre CITY OF
ROUND ROCK tract, same being with said easterly right-of-way line of S. MAYS
STREET, same being through the interior of said called 57.36-acre UNION PACIFIC
RAILROAD COMPANY tract for a distance of 142.30 feet to a concrete monument
found on the most westerly northwest corner of said 2.1355-acre CITY OF ROUND
ROCK tract, monumenting an angle point hereof;
THENCE N 25037'05" E continuing with the westerly boundary line of said 2.1355-acre
CITY OF ROUND ROCK tract, same being through the interior of said 57.36-acre
UNION PACIFIC RAILROAD COMPANY tract, for a distance of 106.07 feet to a
calculated point on the most northerly northwest corner of said 2.1355-acre CITY OF
ROUND ROCK tract, same being on a point in the original northerly boundary line of
said 57.36-acre UNION PACIFIC RAILROAD COMPANY tract, same being on a point
in the southerly right-of-way line of said E. BAGDAD AVENUE, for an angle point
hereof, and from which an iron rod found, bears 319°44'26"E for a distance of 2.74 feet;
THENCE S 70042'59" W with said northerly boundary line of the called 57.36-acre
UNION PACIFIC RAILROAD COMPANY tract, same being with said southerly right-of-
E2EXHIBIT
A-s
way line of said E. BAGDAD AVENUE for a distance of 74.96 feet, to a calculated point,
for an angle point hereof;
THENCE through the interior said E. BAGDAD AVENUE, the following two (2) courses
and distances:
1. N 19°21'15" W for a distance of 25.53 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying", monumenting the northwest corner hereof;
2. N 70°34'59" E for a distance of 286.85 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the northeast corner hereof;
3. S 19°25'01" E for a distance of 26.20 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying",on said southerly right-of-way line of E. BAGDAD AVENUE,
same being on a point In the northerly boundary line of said 2,1355 acre CITY OF
ROUND ROCK tract;
THENCE departing said southerly right-of-way line of E. BAGDAD AVENUE, through the
interior of said 2.1355 acre CITY OF ROUND ROCK tract,the following seven (7)courses
and distances:
1. S 19°25'01" E for a distance of 36.36 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the beginning of a curve to the left;
2. With said curve to the left an arc distance of 29.77 feet, said curve having.a radius
of 128.00 feet, a central angle of 13°19'38" and having a chord which bears S
26°04'43" E for a distance of 29.71 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the end of this curve;
3. S 32°4439" E for a distance of 48.37 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying",monumenting the southeast corner hereof,from which a"X"
cut found in concrete on the southeast corner of said 2.1355 acre CITY OF
ROUND ROCK tract, and an angle point in said northerly right-of-way line of the
UNION PACIFIC RAILROAD, same being on the west boundary line of a called
0.8791 acre tract of land (TRACT 11)described in said Document No. 2013081105,
bears N 73048'40" E for a distance of 209.02 feet;
4. With a curve to the left an arc distance of 92.99 feet, said curve having a radius of
2762.50 feet, a central angle of 01°55'43" and having a chord which bears S
55°42'39" W for a distance of 92.98 feet to a 1/2" iron rod set with cap marked
"Diamond Surveying", monumenting the point of compound curvature of a curve
to the left;
XHIIBIT
O�.�J
5. With said curve to the left an arc distance of 53.15 feet, said curve having a radius
of 549.00 feet, a central angle of 05°32'48" and having a chord which bears S
51°58'24" W for a distance of 53.13 feet to a 112" iron rod set with cap marked
"Diamond Surveying", monumenting the end of this curve;
6. S 49°12'00"W for a distance of 164.99 feet to a 112"iron rod set with cap marked
"Diamond Surveying", monumenting the beginning of a curve to the right;
7. With said curve to the right an arc distance of 8.37 feet, said curve having a radius
of 167.00 feet, a central angle of 02°52'16" and having a chord which bears S
50°38'08"W for a distance of 8.37 feet to the POINT OF BEGINNING hereof and
containing 1.191 acres of land more or less.
A drawing has been prepared to accompany this metes and bounds description
BEARING BASIS: NAD-83, TEXAS CENTRAL (4203), STATE PLANE SYSTEM. All
distances are surface distances. Combined Surface Adjustment Factor used for this
survey is 0.99988784.
<> Gl1Ctn�, 1N
i-T7_'-9--1V '��'.••�„F•.rF
APRIL 20, 2017 ,SHANE...S.MFER
5281
SHANE SHAFER 4R.P.L.S. NO. 5281 DATE �tia�`•ss`°���°�
SU RAE
FbEXHIBITT
•
a d
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 1.191 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE CALLED 2.1355 ACRE
TRACT OF LAND(TRACT 1) CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY,TEXAS, AND BEING 0.170 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80'RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF
WILLIAMSON COUNTY,TEXAS
I � I
x I 1 BLOCK 9,c_AB1A.sL.16J0 BLOCIk 10,CAB.A.SL.�90
m I P.R.W.(.T. I p. o I P.R.W.C.T.
I i i i I i I ul>� I I i i I i
o LLOT 10 LOT 9 LOT 8 I LOT 7 I LOT G 1LOT 5 I LOT 4 LOT 3 I LOT 2 LOT 1 J LOT t�LOT 9 I LO i LOT 7I LOT SLOT 5
co
SCALE: 1"= 60'
R.O.W.TO BE VACATED E. BAGDAD AVE.
0.170 ACRE
WITHIN THE R.O.W.OF (80' R.O.W. CAB. A, SL. 190)
E BAGDAD AVE
N70'34'59'E 286.85'
J
l 1
r m c0
o L4 l N EXISTING SOUTH R 0 W. LIN£ X '
——
E. BAGDAD AVE LYq
ZA
E. BAGDAD AVESOUTH R C W.O LINE E. BAGDAD AVE.
IV72Z_, L4 N crrr OFNION PACIFIC PI CITY OF ROUND ROCK ROUND ROCKROAD COMPANY1 (2.1355 AC.) TRA(0.87910T11
AC.)
MNANT PORTION TRACT 1 DOC.2013081105OF 57.36 AC. \ 30�� DOC.2013081105 O.P.R.W_C.T.
VOL 27-CT441 DOC1 / 1.191 AC. O.P.R.W.C.T.
x SUBJECT TRACT
o N73-48'40"E 209.02'
m P.O.B. -------,
i SURFACE VALUES —— ————
o N:10159244.61 C45
E:3133017.92
c COMBINED SURFACE LEGEND
w ADJUSTMENT G4 CALCULATED POINT
w z FACTOR:0.99988784 • FOUND IRON ROD
Ln O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
x X CUT FOUND IN CONCRETE
54gy,LoO o(IST111GAGIF;CYFAl�OAD CONCRETE MONUMENT FOUND
UNIO,I P P.O.C.=POINT OF COMMENCEMENT
aP.O.B.=POINT OF BEGINNING
W P.O-C. O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS
G� SURFACE VAL9.13 g GAD P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
Ix b N:10159189.13 GIFI g) D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS
C RAIL
0Fq �6
E:3133037AO COMBINED SURFACE UNfONR p!N VARIE R.O.W.=RIGHT-OF-WAY
ADJUSTMENT
3 FACTOR:0.99988784 <> DIAMOND SURVEYING,INC
116 SKYLM ROAD,GEORGETOWN,TEXAS 78628
�` SHEET 1 OF 2 (522)931-3-100
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 1.191 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE CALLED 2.1355 ACRE
TRACT OF LAND(TRACT]) CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013081105,OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY•TEXAS, AND BEING 0.170 ACRE WITHIN THE RIGHT-OF-WAY OF E.BAGDAD AVENUE(80'RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF
WILLIAMSON COUNTY,TEXAS
x
v
0
CURVE TABLE
0
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH LINE TABLE
C1 8.37' 167.00' 2'52'16" S50.38'0811W 8.37' LINE BEARING DISTANCE
a
04 53.15' 549.00' 5'32'48" S51'5824"W 53.13' L1 S 19'25'01"E 26.20'
L2 S 19'25'01"E 36.36'
C29 29.7T 128.00' 13°1938" S26"04'43"E 29.71' L3 S 32'44 39"E 48.37'
C39 203.31' 2,696.78' 4'18'59" N51"42'34"E 203.26' L4 S 70'42'59"W 74.96'
m C45 92.99' 276250' 1°5543" SM-42-39-W 92.98' LS I N 19°21'15"W 25.53'
L6 S 19'44'26"E 2.74'
n
0
N
I
O
i GENERAL NOTES:
1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE SYSTEM.ALL
DISTANCES SHOWN ARE SURFACE DISTANCES.COMBINED SURFACE ADJUSTMENT Q
M FACTOR USED FOR THIS SURVEY IS 0.99988784 m
2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENTAND = 0
ILI
D DOES NOT SHOW EASEMENTS THAT MAY AFFECT THE SUBJECT TRACT.THIS SURVEY IS X
m NOT INTENDED TO BE USED AS A LAND TITLE SURVEY. W
v �
M 3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE OF THE COUNTY
CLERK OF WILLIAMSON COUNTY,TEXAS. salagci
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K
z I,Shane Shafer,Registered Professional Land Surveyor in the State of Texas, hereby certify that this 0 F
drawing represents a survey made on the ground under my direct supervision completed on March �Q� ��g7FR TEJ-
14,2017.At the time of this survey there was no evidence of encroachments,conflicts or protrusions
apparent on the ground,EXCEPT AS SHOWN.This survey substantially complies with the current •.SHAN E SHAPER
fications for a Category 16,Condition it
Texas Society of Professional Surveyors Standards and Speci
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWNr=.Q90 5281 P
RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING 9�Lp`.Essti°`'-�0
THEREFROM. SU R`I
W
>y
SHEET 2 OF 2
APRIL 20,2017 <> DIAMOND SURVEYING,.INC
} Shane Shafer,R.P.L.S. O.5281 DATE 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
N (512)931-3100
Exhibit B
Form of Special Warrant. Deed
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING
INFORMATION FROM 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.
SPECIAL WARRANTY DEED
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS THAT:
COUNTY OF WILLIAMSON §.
CITY OF ROUND ROCK, TEXAS, a home rule municipality ("Grantor"), for and in
consideration of the sum of Ten and No/100 Dollars ($10.00), and other good and valuable
consideration paid by ROUND ROCK TRANSPORTATION AND ECONOMIC
DEVELOPMENT CORPORATION, a Texas nonprofit corporation ("Grantee'), the receipt and
sufficiency of which are hereby acknowledged and confessed, subject to the exceptions, liens,
encumbrances, terms and provisions hereinafter set forth and described, has GRANTED,
BARGAINED, SOLD and CONVEYED, and by these presents does hereby GRANT,
BARGAIN, SELL and CONVEY, unto Grantee all of that certain lot, tract or parcel of land
situated in Williamson County, Texas, and being more particularly described in Exhibit A
attached hereto and incorporated herein by reference for all purposes.
TOGETHER WITH, all and singular, the rights, benefits, privileges, easements,
tenements, hereditaments, appurtenances and interests thereon or in anywise appertaining thereto
and with all improvements located thereon (said land, rights, benefits, privileges, easements,
tenements, hereditaments, appurtenances, improvements and interests being hereinafter referred
to as the"Property").
For the same consideration recited above, Grantor hereby BARGAINS, SELLS and
TRANSFERS, without warranty, express or implied, all interest,if any, of Grantor in(i) strips or
gores, if any, between the Property and abutting or immediately adjacent properties, and (ii) any
land lying in or under the bed of any street, alley, road or right-of-way, opened or proposed,
abutting or immediately adjacent to the Property.
This conveyance is made subject and subordinate to the encumbrances and exceptions
("Permitted Exceptions") described in Exhibit"B" attached hereto and incorporated herein by
reference for all purposes,but only to the extent they affect or relate to the Property.
TO HAVE AND TO HOLD the Property, subject to the Permitted Exceptions and the
Special Restrictions as aforesaid, unto Grantee, and Grantee's successors and assigns, forever;
and Grantor does hereby bind Grantor, and Grantor's successors and assigns, to WARRANT and
FOREVER DEFEND, all and singular, the Property, subject to the Permitted Exceptions and the
EXHIBIT
o�
3
Special Restrictions, unto Grantee, and Grantee's successors and assigns, against every person
whomsoever lawfully claiming or to claim the same or any part thereof by, through or under
Grantor, but not otherwise, but with frill substitution and subrogation of Grantee in and to all
covenants of warranty by parties other than Grantor heretofore given or made with respect to the
rights, titles,and interests herein conveyed or any part thereof.
Grantee, by its acceptance hereof, does hereby assume and agree to pay any and all ad
valorem taxes and special assessments pertaining to the Property for calendar year 201_ and
subsequent years, there having been a proper proration of ad valorem taxes for the current
calendar year between Grantor and Grantee.
[Remainder of Page Intentionally Left Blank]
EEXIBIT
p
Grantee's address for tax notices is
EXECUTED as of the day of ,201_.
GRANTOR:
CITY OF ROUND ROCK, TEXAS,
a home rule municipality
By:
Alan McGraw,Mayor
Address
Date:
Attest:
City Secretary
STATE OF TEXAS §
COUNTY OF §
This instrument was ACKNOWLEDGED before me, on the day of
20_, by Alan McGraw, Mayor of CITY OF ROUND ROCK, TEXAS, a
home rule municipality, on behalf of said home rule municipality.
[S E A L]
Notary Public, State of Texas
My Commission Expires:
Printed Name of Notary Public
When recorded,return to:
Sheets &Crossfield
309 East Main
Round Rock,Texas 78664
EXHIBIT
oF