Contract - InTownhomes, Ltd - 4/27/2017 DEVELOPMENT AGREEMENT
BY AND BETWEEN
THE CITY OF ROUND ROCK
AND
INTOWNHOMES, LTD. �Aday
This Development Agreement (this "Agreement") is entered into this 2of
kAAL� , 2017 (the "Effective Date"), by and between the CITY OF ROUND ROCK,
TEXAS, a Texas home rule municipal corporation (the "City") and INTOWNHOMES, LTD., its
successors and assigns ("Developer").
WHEREAS, the City has entered into a Real Estate Contract (the "City Contract")to sell
that certain land described in Exhibit "A-1, Exhibit A-2 and Exhibit A-3" attached hereto and
incorporated herein (the "Depot Tracts") to Round Rock Transportation and Economic
Development Corporation("RRTED");
WHEREAS, Developer has contracted with RRTED (the "RRTED Contract") to acquire
the Depot Tracts (collectively, the "Property") in accordance with the terms and conditions
thereof; and
WHEREAS, the City and Developer desire to evidence their agreements to cooperate in
the design and construction of public roadway improvements and other public improvements
related to the development of the Depot Tracts; and
WHEREAS, the purpose of this Agreement is to outline each Party's duties and
obligations with respect thereto;
NOW, THEREFORE, in consideration of the mutual covenants and conditions herein
contained, the Parties agree as follows:
I.
1. Recitals. The recitals set forth above are incorporated herein for all purposes and are
found by the Parties to be true and correct. It is further determined that both Parties have
authorized and approved this Agreement, and that this Agreement will be in full force and effect
when executed by each Party.
2. Conveyance of Depot Tracts. On or before May 25, 2017, the City will convey the
Depot Tracts to RRTED in accordance with the terms and conditions of the City Contract.
3. Due Diligence Materials. Within ten (10) days following the Effective Date, the City
shall provide the following items to Developer: (a) copies of all documents, if any, indicating
compliance or noncompliance with any governmental entity with jurisdiction of any sort over the
Property; (b) any and all soil, engineering and environmental reports relating to the Property in
the City's possession; (c) all contracts and agreements relating to the Property that are not
cancelable upon thirty (30) days' notice without penalty or charge; and (d) any leases relating to
the Property.
374276f I/V 11i �1/9Z� l
4. Representations and Warranties. The City represents and warrants to Developer to the
best of its knowledge, as of the Effective Date and again on the date RRTED acquires title to the
Depot Tracts, as follows:
(a) Upon the City's conveyance of the Depot Tracts to RRTED, the City has good and
indefeasible title in fee simple to the Depot Tracts, subject only to encumbrances of which the
City notified Developer, and free and clear of all liens;
(b) There are no parties in possession of any portion of the Depot Tracts as lessees, tenants at
sufferance, or trespassers;
(c) There are no leases, franchises, licenses, occupancy agreements, or other agreements
demising space in, providing for the use or occupancy of, or otherwise similarly affecting or
relating to, the Depot Tracts;
(d) There are no actions, suits, claims, assessments, or proceedings pending or threatened
that could materially adversely affect the ownership, operation, or maintenance of the Depot
Tracts;
(e) No liens or other claims for the same have been filed or asserted against any part of the
Depot Tracts;
(f) The City has full right,power and authority to execute, deliver, and perform this
Agreement without obtaining any consents or approvals from, or the taking of any other actions
with respect to, any third parties, and this Agreement, when executed and delivered, constitute
the valid and binding agreement of the City, enforceable against the City in accordance with its
terms; and
(g) The City has complied with all applicable laws, ordinances, regulations, and restrictions
relating to the Depot Tracts or any part of it.
5. Right of Entry. Developer may enter the Depot Tracts prior to its conveyance to RRTED
and conduct any and all such tests and studies as Developer may desire, including, but not
limited to, environmental testing, in order to determine if the Property is suitable for Developer's
purposes. During such period, Buyer may obtain Phase I and Phase 11 environmental site
assessments and such other tests as Buyer in good faith deems appropriate. Developer shall and
does hereby agree to indemnify and hold the City harmless from and against any and all liens,
liabilities, claims, damages or losses for physical injury or damage to persons or property,
including court costs and reasonable attorneys' fees, in each case arising out of or resulting from
Developer or any of its consultants' entry onto the Depot Tracts for such purposes prior to the
City's conveyance of the Depot Tracts to RRTED; provided, however, that Developer shall not
be responsible for any diminution of value of the Depot Tracts or remediation required to the
Depot Tracts as a result of Developer's discovering any existing conditions at the Depot Tracts.
Developer shall, at its sole cost and expense, promptly restore any damage or alteration of the
physical condition of the Depot Tracts which results from the tests, studies and inspections
conducted by Developer or any of its consultants to the condition immediately prior thereto.
Developer's obligations under this Section 5 shall survive the termination of this Agreement, the
2.
closing of the acquisition of the Depot Tracts by RRTED and the closing of the acquisition of the
Property by Developer.
6. Covenants of the City. From the Effective Date until the date RRTED closes on its
acquisition of the Depot Tracts, City shall:
(a) not enter into any agreement or instrument or take any action that would constitute an
encumbrance of the Depot Tracts, that would bind RRTED or Developer or the Depot Tracts,
without the prior written consent of Developer;
(b) not amend any existing contract, agreement or lease relating to the Depot Tracts without
the prior written consent of Developer; and
(c) afford Developer and its representatives the continuing right to inspect and perform tests
on the Depot Tracts at reasonable hours and upon reasonable notice, and any and all books,
records, contracts, and other documents or data pertaining to the ownership, insurance,operation,
or maintenance of the Depot Tracts.
7. City Participation.
(a) Prior to Developer closing on the acquisition of any portion of the Property under the
RRTED Contract:
i. The City will have approved a planned unit development zoning classification of the
Property (the "PUD") establishing land uses and developmental standards that are
compatible with the City's visions for the Main Sheet Retail and Entertainment
District, and reasonably acceptable to Developer based upon its developmental plans
for the Property, a concept plan of which is attached hereto as Exhibit "B"; and
ii. The City will have approved a final subdivision plat of the Property, subject to the
approval of Developer, which shall have been filed for record in the Official Public
Records of Williamson County, Texas.
(b) After closing of the RRTED Contract:
i. The City shall be wholly responsible for the design and construction of the roadway
improvements described herein;
ii. As soon as reasonably practicable after Developer's acquisition of any portion of the
Property, the City shall vacate and abandon those certain portions of E. Bagdad
Avenue described in Exhibits"C-1-C-3",attached hereto;
iii. On or before 18 months after the Effective Date, City shall, at its sole cost and
expense, have laid, constructed, installed, dedicated, and accepted for maintenance
the following permanent public roadway improvements: (a) extending McNeil Road
to connect to S. Burnet Street over the tracts of land described or depicted on
Exhibit "D" attached hereto (the "McNeil Road Extension") and (b) extending S.
Lampasas Street from E. Bagdad Avenue to the McNeil Road Extension over the
tracts of land described or depicted on Exhibit "D" attached hereto (the "Lampasas
Street Extension") (the McNeil Road Extension and the Lampasas Street Extension
being collectively referred as the "Roadway Extensions");
3.
iv. The City shall close E. Bagdad Avenue as necessary for Developer to complete the
Bagdad Ave. Work (defined below) and will grant Developer a license and right to
perform the Bagdad Ave. Work;
V. The City shall reserve 58 living unit equivalents of utility capacity for Developer's
intended development on the Property.
vi. City shall reimburse Developer for all reasonable costs incurred by Developer
(including, without limitation, labor, materials, inspection, and design) directly
related to the Bagdad Ave. Work, based upon the receipt of invoices approved by the
City
vii. City agrees to waive fees (including, without limitation, utility impact fees) not to
exceed $925,000 that would otherwise be payable by Developer in connection with
development of the Property;provided, however, such fee waiver shall be void and
Developer agrees to pay such fees if by seven(7) years from the Effective Date
certificates of occupancy have not been issued for at least 70 dwelling units located
on the Property; and
viii. City agrees that Developer may submit permit applications and plans for approval
with respect to the entire Property or any portion thereof before Developer has closed
on its acquisition thereof. City agrees that it will consider the approval, disapproval,
or conditional approval of an application for any permit with respect to the Property
or its development solely on the basis of any orders, regulations, ordinances, rules,
expiration dates, or other properly adopted requirements in effect as of the date the
PUD application was approved with the City.
8. Developer Participation.
(a) Developer shall reconstruct those portions of E. Bagdad Avenue located between S. Mays
Street and S. Sheppard Street, including sidewalks and utilities, as more particularly described or
depicted in Exhibit "E", attached hereto (collectively the "Bagdad Ave. Work"). Developer
shall submit all design plans for the Bagdad Ave. Work to the City for approval prior to contract
award. Developer shall comply with the Texas Competitive Bidding Act regarding the
construction of the Bagdad Ave. Work. Sidewalks and other streetscape improvements shall
match in finish appearance those installed by the City as part of the Southwest Downtown 5B
Infrastructure Improvements.
(b) Developer agrees to comply in all material respects with the terms and conditions stated
in the PUD as approved by the City and the terms and conditions as stated in the real estate
contract between the Developer and RRTEC regarding the sale of the Property. Any material
failure to abide by such terms and conditions may result in the City terminating all or any portion
of this Agreement.
(c) Developer shall be solely responsible for the cost of upsizing the water and wastewater
mains required to serve the property. The location of these mains is as shown on Exhibit "F",
attached hereto.
(d) Developer shall be responsible for the construction and maintenance of any off-site
retaining walls required for the Project. The retaining walls shall have a decorative finish such as
4.
limestone veneer and/or ornamental landscaping. The approximate location of these retaining
walls is shown on Exhibit"G", attached hereto.
(e) Posting of fiscal requirements as stated in Section 36-206 is waived,
II.
Miscellaneous
1. Prior Written Agreements. This Agreement is without regard to any and all prior
written contracts or agreements between the City and Developer regarding any other subject or
matter, and does not modify, amend, ratify, confirm or renew any such other prior contract or
agreement between the Parties.
2. Other Services. Nothing in this Agreement shall be deemed to create, by implication or
otherwise, any duty or responsibility of either of the Parties to undertake or not to undertake any
other, or to provide or to not provide any service, except as specifically set forth in this
Agreement or in a separate written instrument executed by both Parties.
3. Governmental Immunity. Nothing in this Agreement shall be deemed to waive, modify
or amend any legal defense available at law or in equity to either of the Parties, nor to create any
legal rights or claims on behalf of any third party; provided, however, by executing this
Agreement, the City is waiving its immunity from suit solely for the purpose of allowing
enforcement of this Agreement, if necessary. Neither the City nor Developer waives, modifies,
or alters to any extent whatsoever the availability of the defense of governmental immunity from
damages under the laws of the State of Texas and of the United States.
4. Amendments and Modifications. This Agreement may not be amended or modified
except in writing executed by both the City and Developer, and authorized by their respective
governing bodies.
5. Severability. If any provision of this Agreement shall be held invalid or unenforceable
by any court of competent jurisdiction, such holding shall not invalidate-or render unenforceable
any other provision hereof, but rather this entire Agreement will be construed as if not containing
the particular invalid or unenforceable provision or provisions, and the rights and obligations of
the Parties shall be construed and enforced in accordance therewith. The Parties acknowledge
that if any provision of this Agreement is determined to be invalid or unenforceable, it is their
desire and intention that such provision be reformed and construed in such a manner that it will,
to the maximum extent practicable, to give effect to the intent of this Agreement and be deemed
to be validated and enforceable.
6. Gender, Number and Headings. Words of any gender used in this Agreement shall be
held and construed to include any other gender, and words in the singular number shall be held to
include the plural, unless the context otherwise requires. The headings and section numbers are
for convenience only and shall not be considered in interpreting or construing this Agreement.
7. Execution in Counterparts. This Agreement may be simultaneously executed in several
counterparts, each of which shall be an original and all of which shall be considered frilly
5.
executed as of the date above first written, when all parties have executed an identical
counterpart, notwithstanding that all signatures may not appear on the same counterpart.
8. Notice. All notices shall be in writing and shall be deemed effective within three (3) days
after being sent by certified or registered mail to the addresses listed below:
City of Round Rock
Attn: City Manager
City Hall
221 East Main
Round Rock, Texas 78664
Intownhomes, Ltd.
ATTN: David Foor
1520 Oliver Street
Houston Texas 77007
With a copy to:
Winstead PC
ATTN: David Staas
600 Travis Street, Suite 1100
Houston, Texas 77002
9. Termination Option. Developer may terminate this Agreement for any reason or no
reason at all by sending written notice thereof and payment of One Hundred and No/100 Dollars
($100.00) to the City prior to the date Developer closes on its acquisition of the Property or any
portion thereof from RRTED. If this Agreement is so terminated, neither party shall have any
further rights or obligations hereunder.
10. Survival. The terms and provisions of this Agreement shall survive the closing of the
acquisition of the Depot Tracts by RRTED and the closing of the acquisition of the Property, or
any portion thereof, by Developer.
11. Exhibits. The following Exhibits are attached hereto and hereby incorporated herein.
Exhibit"A" - Property description
Exhibits "A-1"- "A-3" - Descriptions for Depot Tracts -
Exhibit"B" - Concept Plan
Exhibit"C" - East Bagdad Street vacation
Exhibit"D" - Roadway Extension description
Exhibit"E" - Bagdad Avenue Work
6.
Exhibit"F" - Water and wastewater Line locations
Exhibit"G" - Retaining Wall location
[the remainder of this page is intentionally blank]
7.
IN WITNESS WHEREOF, the Parties have executed and attested this Agreement by
their officers thcreunto duly authorized.
CITY OF ROUND ROCK, TEXAS
By: _ 4-,-,//Z'�
Alan McGraw, Mayor
Attest: For City,Approved as to Form:
A4—
Sara White, City Clerk Stephan L. Sheets, City Attorney
INTOWNHOMES,LTD.
By: InTownBuilder GP, LLC,
its general partner
By:
Frank M.K. Liu, its sole member
8.
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 ll) 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 02°03'44" 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 06°13'10" 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 61023'59" 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
1
N 46021'49" E for a distance of 71.98 feet to a 1/2" 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 1/2" 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 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 54°46'22" 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 71023'33" 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 19025'28" 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 19025'28" 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.
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SHANE SHAFER
APRIL 10, 2017 <.1 5281kV4---� P:
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SHANE SHAFER, R.P.L.S. NO. 5281 DATE va s u
2
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 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
E I WILLIAMSON COUNTY,TEXAS , I E
BLOCK 10, BLOCK 11,CAB.A,SL.190
A
CAB.A,SL. 190 I q Iit: 1 I P.R.W.C.T.
P.R.W.C.T. I p I I z O
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SOT 2 LCT a OT _CLOT 9 1 I-CT 8 i QCT 7 LOT 6 10' S LOT 4-I SOT 3 LOT 2 _j LOT 1 n"
-1 - �- - x o -- - - - - ca o
SCALE: 1"= 50' u
vi
R.O.W.TO BE VACATED
0.053 ACRE
E. BAGDAD AVE. WITHIN THE R.O.W.OF
(80' B.O.W. CAB. A, SL. 190) E.BAGDAD AVE.
a
N71'23'33"E 82.49'
0
m Gq"i C43 15.07' 00
L) EXISTING SOUTH R.O.W. LINE - -1-
-
� E. BAGDAD AVE. CORR p
a G,� CITY OF
Y CITY OF ROUND ROCK I ROUND ROCK
o (2.1355 AC.) CITY OF ROUND ROCK CITY OF 0.169 AC.
m TRACT 1 (0.8791 AC.) 7 ROUND ROCK DOC.2014022531
DOC.2013081105 TRACT IIO.P.R.W.C.T.
O.P.R.W.C.T. DOC.2013081105 1`1.6. SUBJECT TRACT DOC.201400�30 CD
jO.P.R.W.C.T. 0.676 AC. O.P.R.W.C.T. ro
0
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m aG9 N
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CORR CORR V) - -
0
m C50 C27
Y G5 EXISTING NORTH R.O.W �'
L) C6 UNION PACIFIC RAILROAD P.O.B.
SURFACE VALUES
UNION PACIFIC RAILROAD N:10159683.31
z C42 (R O.W.VARIES) E:3133892.34
Z) COMBINED SURFACE
� s ADJUSTMENT
in LEGEND FACTOR:0.99988784
Lu
0
_ • FOUND IRON ROD
3 SURFACE VALUESCORR
N:10159492.65 • FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR"
o E:3133471.77 Q IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
Lu COMBINED SURFACE
ADJUSTMENT ® X CUT FOUND IN CONCRETE
w FACTOR:0.99988784
P.O.B.=POINT OF BEGINNING
a O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS SHEET 1 OF 2
Ad
P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS <, DIAMOND SURVEYING, INC.
3 R.O.W.=RIGHT-OF-WAY 116 SKYLIATE ROAD,GEORGETOWN,TEXAS 78628
i
N 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 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
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'
C6 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'
3 C27 110.21' 3,062.12' 2°03'44" S69°08'20"W 110.20'
a
d C42 59.00' 2,700.08' 1°15'07" S61°23'59"W 59.00'
Y
U
o C43 96.23' 267.00' 20°38'57" N61°04'04"E 95.71'
M
v C47 154.89' 267.00' 33`14'21" N54°46'22"E 152.73"
a
C50 293.09' 2700.08' 6°13'10" S65*08'07"W 292.95'
G
a
GENERAL NOTES:
0 1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
M SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
COMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
n IS 0.99988784
z
m2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
L)
COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAY AFFECT
m THE SUBJECT TRACT.THIS SURVEY IS NOT INTENDED TO BE USED AS
a A LAND TITLE SURVEY.
L)
3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE
M
OF THE COUNTY CLERK OF WILLIAMSON COUNTY,TEXAS.
Y
U
O
z 1, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this
O.F.
0 drawing represents a survey made on the ground under my direct supervision completed on March �Q� e;sTR TFC
W 14 ,2017. At the time of this survey there was no evidence of encroachments, conflicts or protrusions �; ��'9J)
o .......
apparent on the ground, EXCEPT AS SHOWN. This survey substantially complies with the current ..........................
z Texas Society of Professional Surveyors Standards and Specifications for a Category 1 B, Condition I I SHANE SHAFER
..... ..... ...............R
5281
0 Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN <=�o P.
o RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING 9��F <A�
0
THEREFROM. F0
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SHEET 2 OF 2
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1`� —j 2--- APRIL 10, 2017 <> DIAMOND SURVEYING, INC.
3 Shane Shafer, R.P.L.S.VNO. 5281 DATE iib SKYLINE ROAD,GEORGETOWN,TEXAS 78628
512)931-3100
N
Exhibit 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 11) 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 19°25'28" E for a distance of 92.11 feet;
THENCE S70°42'59"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:
1. S 38009'12"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 23°19'48" and having a chord which bears S 49°49'06" 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 5903936" W
1
for a distance of 175.80 feet to a 1/2" iron rod set with cap marked "Diamond Surveying",
for the southwest corner hereof;
4. N 32044'39"W for a distance of 48.37 feet to a 1/2"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 13019'34" and having a chord which bears N 26004'52" W
for a distance of 16.71 feet to a 1/2" iron rod set with cap marked "Diamond Surveying",
on the end of this curve;
6. N 19025'01"W for a distance of 36.23 feet to a 1/2"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 19025'01"W for a distance of 26.33 feet to a 1/2"iron rod set with cap marked "Diamond
Surveying", for the northwest corner hereof;
2. N 70034'59" 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 3801016" E for a 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 51049'44" 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
2
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 38009'12" W for a distance of 53.64 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.
<> D NOW 9Uff VEV§NG, INC
V IC=C SME NCA0,WORD rCHM, M7.00201 ��,. •F.,,TF
�; 6 .S
(' SHANE SHAFER
rt f APRIL 10, 2017 5281
SHANE SHAFER, R.P.L.S. NO. 5281 DATE �0 SUR`���
3
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 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 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
_ SCALE: 1"= 100'
rrn rn pd. 0 BLOCK 11 CAB.A,SL. 190 E ^
I B OCK19,CAB.Af SL. 90 1 I d O I I BLIOCK 10,QAB.A,SL.190 , 0. rn
I IP.R.`�V.C.T} I I I [En �' - I I 1P.R.w.C.I' I I W O I I r I P.)2.W. T. I I r E-O
3 d I r r r r r r r r r r- r r r O O O O O r rn O O O O O O W
m lol01 010100 010101 o 0I � I011 C)lI of 10- 1oiI -+ I " m I - � I � I � I° P.O.C. ,z
m o m c rn v SURFACE VALUES
Y U] co
co rn 1 cn a w iv i� U] 0 1_iD-1 04 �L c"-I -'mac'' I r.� vi L5 - - - 1 _L O
- - -- -- N:10159770.18 p o
o R.O.W TO BE VACATED �a,
m 0.317 ACRE fib` E. BAGDAD AVE. E:3133661.71
E. BAGDAD AVE_ COMBINED SURFACE U]
WITHIN THE R.O.W.OF (80' R.O.W. ADJUSTMENT
m (80' R.O.W. CAB. A, SL. 190) E.BAGDAD AVE. N70-34.59-E 248.39' G5 CAB. A, SL 190) FACTOR:0.99988784
no 26.33' r.G SCUT R.O.W LINT �� S7 309.57'
309.57' _
o XRAILROAD
L4 BAGDAD AVE 199.34' CORK 110.23CDRRCITY OF
SUBJECT TRACTROUND ROCK mA0.781 AC. CITY OF ROUND ROCK P.O.B. 0.236 AC.mpD 'I (0.8791 AC.) SURFACE VALUES I DOC.2014022530
NION PACIFIC CITY OF ROUND ROCK TRACTII N:10159667.95 O.P.R.W.C.T.
u COMPANY DOC.2013081105 E:3133569.51 Co"I
(2.1355 AC.) CORK —�
m 0.065 AC.BEING TRACT[ C2a O.P.R.W.C.T. COMBINED SURFACE —— —
A REMNANT PORTION DOC.2013081105 ADJUSTMENT
a OF 57.36 AC. O.P.R.W.C.T. TH R 0 FACTOR:0.99988784
Z VOL.22,PG.441 EXISTING NOR W
o D.R.W.C.T. UNION PACIFIC RAILROAD
m
U RAILROAD
a UNION PACIFIC VARIES)
u LEGEND - J GENERAL NOTES:
00 1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
ir IL 0
CALCULATED POINT SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
D • FOUND IRON ROD COMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
it •CORK IS 0.99988784
U)
FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR"
V' O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" 2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
0
= COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAY AFFECT
3. X X CUT FOUND IN CONCRETE THE SUBJECT TRACT.THIS SURVEY IS NOT INTENDED TO BE USED AS
o A LAND TITLE SURVEY.
o CONCRETE MONUMENT FOUND
o P.O.C.=POINT OF COMMENCEMENT 3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE
P.O.B.=POINT OF BEGINNING OF THE COUNTY CLERK OF WILLIAMSON COUNTY,TEXAS.
a 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
D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS C> DIAMOND SURVEYING, INC.
3
u6 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
R.O.W.=RIGHT-OF-WAY
N (512)931-3100
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 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 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
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
0
M C28 175.83' 2,762.50' 3°38'48" S59°39'36"W 175.80'
U
a C36 34.16' 332.00' 5°53'43" S41°06'04"W 34.14'
0
C37 76.14' 187.00' 23°19'48" S49°49'06"W 75.62'
C38 16.75' 72.00' 13°19'34" N26°04'52"W 16.71'
0
N
O
LINE TABLE
U
O
m LINE BEARING DISTANCE
L1 S38°09'12"W 72.79'
L2 N32"44'39"W 48.37'
o L3 N19°25'01"W 62.56'
M
U L4 N38°10'16"E 98.69'
M L5 N70°42'59"E 39.35'
a L6 S51'49'44"E 40.64'
L) L7 S38°09'12"W 53.64'
0
M L8 S19°25'28"E 92.11'
Y
U
O
O
Z
& I, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this 0 F
Ln drawing represents a survey made on the ground under my direct supervision completed on March PAF-.G;sTE•.TF+
D 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 ...............................
3SHANE SHAFER
o Texas Society of Professional Surveyors Standards and Specifications for a Category 1B, Condition II .................................
o Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN < :dao 5281 r
W RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING 4ti0°ess��`' y0
THEREFROM. S U R`I�
SHEET 2 OF 2
DIAMOND SURVEYING, INC.
3 APRIL 10, 2017
116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S. O. 5281 DATE (512)931-3100
N
EXHIBIT 7-3
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 line 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 1902115"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 1902115" 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 S1 9'44'26"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-
1
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 1/2" 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 1/2" 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 1/2" iron rod set with cap marked
"Diamond Surveying", monumenting the end of this curve;
3. S 32044'39" 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 II) described in said Document No. 2013081105,
bears N 73°48'40" 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 01055'43" 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;
2
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 1/2" 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 1/2" 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
50038'08"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.
<> DWALIfOOPISL� LUG�'����C'UGv���, �NC.
.O•F.. T
7 SHANE SHAPER
APRIL 20, 2017 ...528.....
• �r <9•,PO�ES
SHANE SHAFER, R.P.L.S. NO. 5281 DATE sUR`►��
3
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
BLOCK 10,CAB.A,SL. 90
BLOCK 9,CAB.A.SL.160 I C P.R.W.C.T.
L) I P.R.W.q.T. I a
m IOT 81 LOT 7
LOT 9' i I LOT 6
LOT _ OT 4 1 ^T LOT iLG7 I LOT t0 l L 5
o LLOT 10ILOT 9_LOT 8 LOT 7 I T — --= -----J o L—�--�—1 --� LOT 6' LOT
Uj mo SCALE: 1"= 60'
aL R.O.W.TO BE VACATED E. BAGDAD AVE.
L) 0.170 ACRE
4a WITHIN THE R.O.W.OF (80- R.O.W. CAB. A. SL. 190)
E BAGDAD AVE
N7034'59"E 286.85'
a I
r
J ————
EXISTING SOUTH P. 0 V: LINE
C',
L4 E. 6AGD.4D AVE
I Lp cli
CA
ZE. BAGDAD AVE.\ ^'
/XISTING SOUTH R 0 V.I. 1
o o �^ y4 r �Q ) LINE E. BAGDAD AVE.
CITY OF
Gj'b VOL 22, L4 1 N ROUND ROCK
PG.441 ?� rn CITY OF ROUND ROCK (0.8791 AC.)
co
O v
p1 4j ' (2.1355 AC.) TRACT II
UNION PACIFIC
RAILROAD COMPANY p6' 1p 55 PO's TRACT I DOC.2013081105
m A REMNANT PORTION \ '� �� L213 CC ��°g O.P.R.W.C.T.
OF 57.36 AC. �`L 0 308 1.191 AC. �, DOC.201308.7.
m VOL 22,PG.441 Off. O.P.R.W.C.T.
Y D.R.W.C.T. SUBJECT TRACT — N73.48'40"E 2os.o2'
P.O.B. ---- --- _
J 3 SURFACE VALUES C45
x p N:10159244.61
E:3133017.92 LEGEND
N COMBINED SURFACE
c :v C4 p CALCULATED POINT
ADJUSTMENT
• FOUND IRON ROD
z FACTOR:0.99988784
9 O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
9 X CUT FOUND IN CONCRETE
7
ZQQ"� .2 00-
m 9 G NORTN IopD CONCRETE MONUMENT FOUND
0 549 EX`oN PACIFIC P.O.C.=POINT OF COMMENCEMENT
r ON P_O.B.=POINT OF BEGINNING
IL O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS
P.O.C.
0 1 9 R D P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
3 C SURFACE VALUES OP
in N 10159189.13 C� GIFIC�I g) D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS
a iv Io COM63NED SURFACE UNION0.1N'dARIE R.O.W.=RIGHT-OF-WAY
ADJUSTMENT <> DIAMOND SURVEYING, INC.
Z FACTOR:0.999BB784
116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
SHEET 1 OF 2 (512)931-3100
N
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
a
a
Y CURVE TABLE
0
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH LINE TABLE
C1 8.3T 167.00' 2°52'16" S50'38'08"W 8.37' LINE BEARING DISTANCE
a C4 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'
�a C29 29.77' 128.00' 13°19'38" S26'04'43"E 29.71' L3 S 32°44'39"E 46.37'
a C39 203.31' 2,698.78' 4'18'59" N51-42-34"E 203.26' L4 S 70'42'59"W 74.96'
m C45 92.99' 2762.50' 1"5543" S55°42'39"W 92•98' LS N 19'21'15"W 25.53'
L6 S 19'44'26"E 2.74'
n
0
N
I
O
N
GENERAL NOTES:
1)BEARING BASIS:NAD-B3,TEXAS CENTRAL(4203),STATE PLANE SYSTEM.ALL
DISTANCES SHOWN ARE SURFACE DISTANCES.COMBINED SURFACE ADJUSTMENT
FACTOR USED FOR THIS SURVEY IS 0.99988784
M
Q 2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT AND
z DOES NOT SHOW EASEMENTS THAT MAY AFFECT THE SUBJECT TRACT.THIS SURVEY IS
m NOT INTENDED TO BE USED AS A LAND TITLE SURVEY.
U
m 3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE OF THE COUNTY
< CLERK OF WILLIAMSON COUNTY,TEXAS.
Y
U
O
J
m
Y
U
O
C
I,Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this 0 F
o drawing represents a survey made on the ground under my direct supervision completed on MarchS T TF
W 14,2017.At the time of thissurvey there as no evidence of encroachments, conflicts or protrusions
o apparent on the ground, EXCEPT AS SHOWN.This survey substantially complies with the current SHANE SHAPER
= Texas Society of Professional Surveyors Standards and Specifications for a Category 1B, Condition II ...............................
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN Ir ;�0 5281
RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING
THEREFROM.
SURv�
W
SHEET 2 OF 2
Ad
APRIL 20,2017 > DIAMOND SURVEYIlVG,INC.
< Shane Shafer, R.P.L.S. O. 5281 DATE iib SKYLINE ROAD,GEORGETOWN,TEXAS 78628
(512)931-3100
N
Q c
c
a- FPROJECT AREA 0 50 ,00
2 HORIZONTAL SCALE
co
a C�
N
Lo
to
O
E. BAGDAD AVE.
0
N
N
3 PARCEL 'B' PARCEL 'A'
gRESIDENTIAL RESIDENTIAL
PARCEL 'C' APPROX. 0.78 ACRES APPROX. 0.67 ACRES
wRESIDENTIAL
o APPROX. 1.26 ACRES p
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N UTURE M
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CD
MISSI P
ACIFIC R.R.
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EXHIBIT 'B'
0
CONCEPT PLAN
0
WAELTZ & PRETE, INC.
CIVIL ENGINEERS
3 T 0 3000 JOE DIMAOGIo BLVD.#72
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES ROUND ROCK,TX.78665
C. DEEMED RELIABLE. HOWEVER,WAELTZ 8 PRETE, INC. HAS NOT INDEPENDENTLY PH(51 2)505-8953
CD
VERIFIED ANY OF THESE SOURCES. NO WARRANTY OR GUARANTEE IS MADE BY Iwo FIRM TX.REG.#F-10308
m WAELTZ & PRETE, INC. AS TO THE ACCURACY. THE INFORMATION SHOWN IS
CONCEPTUAL IN NATURE AND DOES NOT REPRESENT ANY REGULATORY APPROVAL
Q
_U
Y
Exhibit C-1
METES AND BOUNDS DESCRIPTION
FOR A 0.053-ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
EXISTING RIGHT-OF-WAY OF E. BAGDAD AVENUE (EXISTING RIGHT-OF-WAY
WIDTH 80') AS SHOWN ON ROUND ROCK, A SUBDIVISION RECORDED IN
CABINET A, SLIDE 190, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID
0.053-ACRE TRACT OF LAND SURVEYED BY DIAMOND SURVEYING IN THE
MONTH OF MARCH, 2017 AND BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod found with aluminum cap stamped "CORR" on the northeast
corner of a called 0.236-acre tract of land conveyed to the CITY OF ROUND ROCK, as
recorded in Document No. 2014022530, Official Public Records of Williamson County,
Texas, same being on the northwest corner of a called 0.169 acre tract of land
conveyed to the CITY OF ROUND ROCK as recorded in Document No. 2014022531,
Official Public Records of Williamson County, Texas, same being on a point in the
southerly right-of-way line of said E. BAGDAD AVENUE, monumenting the southeast
corner and POINT OF BEGINNING hereof, and from which an iron round 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 said 0.169-acre CITY OF
ROUND ROCK tract, bears S1 9025'28"E for a distance of 92.11 feet;
THENCE S70042'59"W, with the southerly right-of-way line of said E. BAGDAD
AVENUE, same being the northerly boundary line of said 0.236-acre CITY OF ROUND
ROCK tract, for a distance of 110.23 feet, to 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 a called 0.8791-acre tract of land (Tract II)
conveyed to the CITY OF ROUND ROCK, recorded in Document No. 2013081105,
Official Public Records of Williamson County, Texas, for a point on the southerly
boundary line hereof, and from which an iron round 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,
bears S19°27'31"E for a distance of 95.15 feet;
THENCE S70042'59"W, continuing with said southerly right-of-way line of E. BAGDAD
AVENUE, same being with the northerly boundary line of said 0.8791-acre CITY OF
ROUND ROCK tract for a distance of 66.64 feet, to an iron rod set with cap marked
"Diamond Surveying", monumenting the southwest corner hereof;
THENCE through the interior of said E. BAGDAD AVENUE, the following three (3)
courses and distances.
1. With an arc of a curve to the right having a delta angle of 20°38'57", an arc
length of 96.23 feet, a radius of 267.00 feet, a chord which bears N61004'04"E
1
for a distance of 95.71 feet, to an iron rod set with cap marked "Diamond
Surveying", monumenting the end of this curve hereof;
2. N71023'33"E for a distance of 82.49 feet to a to an iron rod set with cap marked
"Diamond Surveying", monumenting the northeast corner hereof;
3. S19°25'28"E for a distance of 15.07 feet to the POINT OF BEGINNING hereof
and containing 0.053-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.
<>DfAj momo SUN VE nme, m
mP-21Oo �P Q�r,%s TER�a�qJ
SHANE• SHAFER
APRIL 6, 2017 •�..::�0 5281
,�.� 9� Fess•o� yo
SHANE SHAFER, R.P.L.S. NO. 5281 DATE SURF
2
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.053 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF
THE EXISTING RIGHT-OF-WAY OF E.BAGDAD AVENUE(EXISTING RIGHT-OF-WAY WIDTH 80')AS SHOWN ON ROUND ROCK,A SUBDIVISION RECORDED IN ^qo
CABINET A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS.
A
Uj BLOC�C 11,CAB A,SL.19
WI P.R.W.C.T. Ul a' GPP\�
x I LOT 10 I I I 1 1 1 � I LOT 10 I LOT 9
t/] L —I LOT 9J LOT 8�LOT 7 1 LOT 6 I LOT 5 L LOT 4 LLOT 3 LLOT 2 I LOT 1 J L—10 L--L
SCALE: 1"= 50'
E. BAGDAD AVE. SUBJECT TRACT GENERAL NOTES:
R.O.W TO BE VACATED 1)BEARING BASIS:NAD-83,TEXAS
0.317 ACRE \\ (80' R.O.W. 0.053 ACRE WITHIN THE CENTRAL(4203).STATE PLANE
(BY SEPARATE JR.O.W. OF E. BAGDAD AVE. P•O•B• SYSTEM.ALL DISTANCES SHOWN
INSTRUMENT) // CAB• A. SL 190) SURFACE VALUES ARE SURFACE DISTANCES.
N:10159770.18 COMBINED SURFACE ADJUSTMENT
E:3133861.71 FACTOR USED FOR THIS SURVEY IS
/ C43 N71°23'33"E 82.49' COMBINED SURFACE 0.99988784
� ADJUSTMENT
/ FACTOR:0.99988784 2)THIS SURVEY WAS PERFORMED
/ EXISTING SOUTH R.O.W. LINE CORR _---- - WITHOUT THE BENEFIT OFATITLE
—1——— — —— CORR -I COMMITMENT AND DOES NOT SHOW
E. BAGDAD AVE. S70°42'S9"W 66.64' I S70°42'59"W 110.23'
EASEMENTS THAT MAY AFFECT THE
I CITY OF ROUND ROCK I SUBJECT TRACT.THIS SURVEY IS
CITY OF ROUND ROCK CITY OF ROUND ROCK
(0.8791 AC.),TRACT II I I N 0.169 AC. I NOT INTENDED TO BE USED AS A
cn 0.236 AC. DOC.2014022531 LAND TITLE SURVEY.
DOC.2013081105 O.P.R.W.C.T. too DOC.2014022530 8LEGEND ni O.P.R.W.C.T.
� O.P.R.W.C.T. I 0' I 3)ALL DOCUMENTS LISTED HEREON
N3 ARE RECORDEIN THE OFFICE OF
•COR' FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR" I m co THE C OU CLERK of WIL AMSON
0 IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" m SURFACE VALUES m I COUNTY,TEXAS.
P.O.B.=POINT OF BEGINNING N:10159683.31 2.34
�co E:3133892.34
O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS I COMBINED ADJUSTMENT SURFACE
P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS 02 IFACTOR:0.99988784 LINE TABLE
R.O.W.=RIGHT-OF-WAY ———————----- CORR LINE BEARING DISTANCE
CORR
L1 S 19°25'28" E 15.07'
CURVE TABLE
CURVE ARC LENGTH I RADIUS I DELTA ANGLE CHORD BEARING CHORD LENGTH
,C�.••0 F••TF
C43 96.23' 267.00' 1 20°38'57" N61°04'04"E 95.71' �F•��O�S:FRFa fy�
I, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this drawing represents a SHANE SHAPER
survey made on the ground under my direct supervision completed on March 14, 2017.At the time of this survey there was .........5281
no evidence of encroachments, conflicts or protrusions apparent on the ground, EXCEPT AS SHOWN.This survey < ' �o
substantial) complies with the current Texas Society of Professional Surveyors Standards and Specifications for
Y P Y Y p S R`tF'
Category 1 B, Condition II Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR SU
OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING THEREFROM.
SHEET 1 OF 1
DIAMOND SURVEYING, INC.
APRIL 6, 2017 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S. O. 5281 DATE (512)931-3100
Exhibit C-2
METES AND BOUNDS DESCRIPTION
FOR A 0.317-ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
EXISTING RIGHT-OF-WAY OF E. BAGDAD AVENUE (EXISTING RIGHT-OF-WAY
WIDTH 80') AS SHOWN ON ROUND ROCK, A SUBDIVISION RECORDED IN
CABINET A, SLIDE 190, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID
0.317-ACRE TRACT OF LAND SURVEYED ON THE GROUND IN THE MONTH OF
MARCH 2017 BY DIAMOND SURVEYING, INC., SURVEYED ON THE GROUND BY
DIAMOND SURVEYING IN THE MONTH OF MARCH, 2017 AND 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 a
called 0.236-acre tract of land conveyed to the CITY OF ROUND ROCK,as recorded in Document No.
2014022530, Official Public Records of Williamson County, Texas, same being on the northwest corner of
a called 0.169 acre tract of land conveyed to the CITY OF ROUND ROCK,Texas, as recorded in
Document No. 2014022531, Official Public Records of Williamson County, Texas, same being on a point
in the southerly right-of-way line of said E. BAGDAD AVENUE, and from which an iron round 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 said 0.169-acre CITY OF ROUND ROCK tract, bears
S1 9025'28"E for a distance of 92.11 feet;
THENCE S70042'59"W,with the southerly right-of-way line of said E. BAGDAD AVENUE, same being the
northerly boundary line of said 0.236-acre CITY OF ROUND ROCK tract, for a distance of 110.23 feet, to
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 a called 0.8791-acre tract of land (Tract
ll) conveyed to the CITY OF ROUND ROCK, recorded in Document No.2013081105, Official Public
Records of Williamson County,Texas,for a point on the southerly boundary line hereof, and from which
an iron round 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, bears S19°27'31"E for a distance of 95.15 feet;
THENCE S70042'59"W, continuing with said southerly right-of-way line of E. BAGDAD AVENUE, same
being said 0.8791-acre CITY OF ROUND ROCK tract, for a distance of 199.34 feet, to an iron rod set
with cap marked"Diamond Surveying", monumenting the southeast corner and POINT OF BEGINNING
hereof;
THENCE S70042'59"W, continuing with said southerly right-of-way line of E. BAGDAD AVENUE, same
being in part with the northerly boundary line of said 0.8791-acre CITY OF ROUND ROCK tract and in
part with the northerly boundary line of a 2.1355-acre tract of land (Tract 1)conveyed to the CITY OF
ROUND ROCK in said Document No. 2013081105,for a distance of 317.85 feet, to an iron rod set with
cap marked"Diamond Surveying", on a point in the northerly boundary line of said 2.1355-acre CITY OF
ROUND ROCK tract, monumenting the southwest corner hereof;
THENCE through the interior of said E. BAGDAD AVENUE the following three(3) courses and distances:
1. N19°25'01"W for a distance of 26.33 feet to an iron rod set with cap marked"Diamond
Surveying", monumenting an angle point hereof;
1
THENCE through the interior of said E. BAGDAD AVENUE the following three courses
and distances:
1. N19021'15"W, for a distance of 25.53 feet to an iron rod set with cap marked
"Diamond Surveying", for the northwest corner hereof;
2. N70034'59"E, for a distance of 286.85 feet to an iron rod set with cap marked
"Diamond Surveying", monumenting the northeast corner hereof;
3. S19025'01"E for a distance of 26.20 feet to the POINT OF BEGINNING hereof
and containing 0.170-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.
QD
TOEORO6� 522, Y�,'9�. .............STE
AFER3x ' ~_. APRIL 6, 2017 ...........pSHANE SHAFER, R.P.L.S. NO. 5281 DATE SU \1
2
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.170 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE
EXISTING RIGHT-OF-WAY OF E.BAGDAD AVENUE(EXISTING RIGHT-OF-WAY WIDTH 80')AS SHOWN ON ROUND ROCK,A SUBDIVISION RECORDED IN CABINET
A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS.
E+ G]
I I
B)OrCK19,C Ik�IVB.Al SrL.190 1I 1r rnQ� rr I BUOCrK110,QAB.,q,rSL.119r0 1 r 1 BoLOCIK 11,CAP.A•�Lr.14
0
� ' E
I IP.R. .C.1� IPIRWCr. I l
� 0 � 0
SCALE:
� 1 = 100'
° I ° I � � ° IS1III010I ° ° I0I 10 000C) C) I III
vi Lo–i Lw1 v rn1cn I -L--J r 1 --J LoJ ° L_c°1�' I rn�cn I a �uJ ^' L J J�\� ° L°°–L I -L —— — ————
SUBJECT TRACT E. BAGDAD AVE. R.O.W TO BE VACATED / E. BAGDAD AVE.
0.317 ACRE / (80' R.O.W. CAB. A, SL. 190)
0.170 ACRE WITHIN THE R.O.W. (80' R.O.W. CAB. A, 5L. 190) /
(BY SEPARATE INSTRUMENT) , R.O.W.TO BE VACATED P.O.C.
OF E. BAGDAD AVE. N70'34'59"E 286.85' 0.053 ACRE
— — — — — / (BY SEPARATE INSTRUMENT).
U' —_ I EXISTING SOUTH R.O.W. LINIE E. BAGDAD AVE_——�/— —— ——`! CORR CORR
S70'42'59"W 286.88'in I S70'42'59"W 573.19' L1
: OF
I UNION PACIFIC P.O.B. I CITY ROCK
�j CITY OF ROUND ROCK SURFACE VALUES I CITY OF ROUND ROCK I ROUND ROCK
r RAILROAD COMPANY (0.8791 AC.)
0.236 AC.
tD 0.065 AC. (2TRA AC.) N:10159544.49 I TRACT II I DOC.2014022530
r I TRACT I E:3133216.64 I O.P.R.W.C.T. 1
_ yT( BEING A REMNANT DOC.2013081105
PORTION OF 57.36 AC. DOC.201308.7. COMBINED SURFACE
O O.P.R.W.C.T. O.P.R.W.C.T.
� VOL.22,PG.441 D.R.W.C.T. ADJUSTMENT I
FACTOR:0.99988784 I LINE TABLE
3 I LL- LEGEND
0 CORR LINE BEARING DISTANCE SURFACE VALUES
- I • FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR" N:10159770.18
W U
N �I z Q O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" L1 S 70°42'59"W 110.23' E:3133861.71
p1 O 0 • IRON ROD FOUND COMBINED SURFACE
NI w CONCRETE MONUMENT FOUND L2 N 19°21'15"W 25.53' FACJUSTMENT
TOR:0.99988784
z I it L3 S 19°25'01"E 26.20'
w Q A CALCULATED POINT
3 P.O.B.=POINT OF BEGINNING
ILnP.O.C.=POINT OF COMMENCEMENT GENERAL NOTES:
M O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS 1)BEARING BASIS:NAD-83,TEXAS CENTRAL
N P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS (4203),STATE PLANE SYSTEM.ALL
D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS DISTANCES SHOWN ARE SURFACE
R.O.W.=RIGHT-OF-WAY DISTANCES.COMBINED SURFACE
ADJUSTMENT FACTOR USED FOR THIS
SURVEY IS 0.99988784
I, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby 2)THIS SURVEY WAS PERFORMED WITHOUT
certify that this drawing represents a survey made on the ground under my direct THE BENEFIT OF A TITLE COMMITMENT AND
supervision completed on March 14, 2017. At the time Of this survey there was no DOES NOT SHOW EASEMENTS THAT MAY
evidence of encroachments, conflicts or protrusions apparent on the ground, EXCEPT <<c.,..�F..TF AFFECT THE SUBJECT TRACT.THIS SURVEYIS NOT INTENDED TO BE USED AS A LAND
AS SHOWN. This survey substantially complies with the current Texas Society of �? ��o` RFo9J, TITLE SURVEY.
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 SHANE SHAPER 3)ALL DOCUMENTS LISTED HEREON ARE
............0.................... RECORDED IN THE OFFICE OF THE COUNTY
THEIR OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR A 5281 CLERK OF WILLIAMSON COUNTY,TEXAS.
ANY LOSS RESULTING THEREFROM. <9,(,O.°£SSO?��0�
SUR`I SHEET 1 OF 1
APRIL 6, 2017 C> DIAMOND SURVEYING, INC.
116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S. NO. 5281 DATE 0512)931-3100
Exhibit C-3
METES AND BOUNDS DESCRIPTION
FOR A 0.170-ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,
ABSTRACT NO. 298, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
EXISTING RIGHT-OF-WAY OF E. BAGDAD AVENUE (EXISTING RIGHT-OF-WAY
WIDTH 80') AS SHOWN ON ROUND ROCK, A SUBDIVISION RECORDED IN
CABINET A, SLIDE 190, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID
0.170-ACRE TRACT OF LAND SURVEYED ON THE GROUND IN THE MONTH OF
MARCH 2017 BY DIAMOND SURVEYING, INC., SURVEYED ON THE GROUND BY
DIAMOND SURVEYING IN THE MONTH OF MARCH, 2017 AND 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 a called 0.236-acre tract of land conveyed to the CITY OF ROUND
ROCK, as recorded in Document No. 2014022530, Official Public Records of
Williamson County, Texas, same being on a point said southerly right-of-way line of E.
BAGDAD AVENUE;
THENCE S70042'59"W, with the southerly right-of-way line of said E. BAGDAD
AVENUE, same being the northerly boundary line of said 0.236-acre CITY OF ROUND
ROCK tract, for a distance of 110.23 feet, to 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 a called 0.8791-acre tract of land (Tract II)
conveyed to the CITY OF ROUND ROCK, recorded in Document No. 2013081105,
Official Public Records of Williamson County, Texas;
THENCE S70042'59"W, continuing with said southerly right-of-way line of E. BAGDAD
AVENUE, and said 0.8791-acre CITY OF ROUND ROCK tract, and in part with the
northerly boundary line of a 2.1355-acre tract of land (Tract 1) conveyed to the CITY OF
ROUND ROCK in said Document No. 2013081105, for a distance of 573.19 feet, to an
iron rod set with cap marked Diamond Surveying", on a point in the northerly boundary
line of said 2.1355-acre CITY OF ROUND ROCK tract, monumenting the southeast
corner and POINT OF BEGINNING hereof;
THENCE S70042'59"W, continuing with said southerly right-of-way line of E. BAGDAD
AVENUE, in part with the northerly boundary line of said 2.1355-acre CITY OF ROUND
ROCK tract, and in part with the northerly boundary line of a 0.065-acre tract of land
being a remnant portion of a called 57.36-acre tract of land convey to UNION PACIFIC
RAILROAD COMPANY, recorded in Volume 22, Page 441, Deed Records of
Williamson County, Texas, for a distance of 286.88 feet, to a calculated point on the
northwest corner of said 0.065 acre UNION PACIFIC RAILROAD tract, same being on a
point in the easterly right-of-way line of said S. MAYS ST. (80' right-of-way width), for
the southwest corner hereof, and from which a concrete monument found on the
southwest corner of said 0.065-acre UNION PACIFIC RAILROAD tract, same being the
most westerly northwest corner of said 2.1355-acre CITY OF ROUND ROCK tract,
bears S19°21'15"W for a distance of 75.13 feet;
1
THENCE through the interior of said E. BAGDAD AVENUE the following three courses
and distances:
1. N19021'15"W, for a distance of 25.53 feet to an iron rod set with cap marked
"Diamond Surveying", for the northwest corner hereof;
2. N70°34'59"E, for a distance of 286.85 feet to an iron rod set with cap marked
"Diamond Surveying", monumenting the northeast corner hereof;
3. S19°25'01"E for a distance of 26.20 feet to the POINT OF BEGINNING hereof
and containing 0.170-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.
<> DA�MOLD SUR IOGW, IN(C
SHANE SHAFER
„,APRIL 6, 2017 5281 p:
suR
SHANE SHAFER, R.P.L.S. NO. 5281 DATE
2
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.170 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THE
EXISTING RIGHT-OF-WAY OF E.BAGDAD AVENUE(EXISTING RIGHT-OF-WAY WIDTH 80')AS SHOWN ON ROUND ROCK,A SUBDIVISION RECORDED IN CABINET
A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS. pA
I I BIIOCKI9,C,.B.AI SL.490 I I I !QI I I BLIOCK110,QiAB.4,SL.1190 I I I a E I BLOFK 1�,CAS.A,�L.1�0 /
r1
� o\ PIwCr
IR
I I I IP.R.4V.C.TII I I I 6 O ( Or
I SCALE: 1 100'
o O O W IIO I OI01 OI rIr IrIIrIv � �OOOOO --1 --4 —•1 - I 1 —I o °'�' I �————— ——
vi Lo� cL°1I °1uI LL'—I ^ _J LoJ O L°1 " 1-2-L u1 ± LwJ N L-7--i/-i r E. BAGDAD AVE.
SUBJECT TRACT E. BAGDAD AVE. R.O.W TO BE VACATED
0.170 ACRE WITHIN THE R.O.W. 80' R.O.W. CAB. A. SL. 190) 0.317 ACRE (80' R.O.W. CAB. A, SL
. 190)
(BY SEPARATE INSTRUMENT) R.O.W.TO BE VACATED
0.053 ACRE P.
O.C.
OF E. BAGDAD AVE. N70'34'59"E 286.85' ______
———— / (BY SEPARATE INSTRUMENT). __
C.0 Ir EXISTING SOUTH R.O.W. LINE E. BAGDAD AVE. — — TORR ——
S70'42'59"W 286.88' —————1——————— �— L1 coRR
/ I S70'42'59"W 573.19' I CITY OF I
'-I / UNION PACIFIC P.O.B. CITY OF ROUND ROCK I ROUND ROCK
0j CITY OF ROUND ROCK SURFACE VALUES I 0.236 AC.
t\I RAILROAD COMPANY (2.1355 AC.) N:10159544.49 (0.8791 11 I DOC.2014022530
to / 0.065 AC. TRACT I E:3133216.64 I TRACT II
BEING A REMNANT DOC.2013081105 O.P.R.W.C.T.
DOC.2013081105 COMBINED SURFACE I I I
PORTION OF 57.36 AC. O.P.R.W.C.T.
M VOL.22,PG.441 D.R.W.C.T. O.P.R.W.C.T. ADJUSTMENT I
FACTOR:0.99988784 I LINE TABLE
3 I w LEGEND
a CORR SURFACE VAI
LUES
I • FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR^ LINE BEARING DISTANCE N:10159770.18
w U E:3133861.71
O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
cV rI Z¢ L1 S 70°42'59"W 110.23' COMBINED SURFACE
Q, 0 p • IRON ROD FOUNDADJUSTMENT
L2 N 19°21'15"W 25.53'
U w CONCRETE MONUMENT FOUND FACTOR:0.99988784
ZL3 S 19°25'01"E 26.20'
w Q p CALCULATED POINT
3 P.O.B.=POINT OF BEGINNING
M P.O.C.=POINT OF COMMENCEMENT GENERAL NOTES:
O O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS 1)BEARING BASIS:NAD-83,TEXAS CENTRAL
cn c14 P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS (4203),STATE PLANE SYSTEM.ALL
D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS DISTANCES SHOWN ARE SURFACE
R.O.W.=RIGHT-OF-WAY DISTANCES.COMBINED SURFACE
ADJUSTMENT FACTOR USED FOR THIS
SURVEY IS 0.99988784
I, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby 2)THIS SURVEY WAS PERFORMED WITHOUT
certify that this drawing represents a survey made on the ground under my direct THE BENEFIT OF A TITLE COMMITMENT AND
supervision completed on March 14, 2017.At the time of this survey there was no DOES NOT SHOW EASEMENTS THAT MAY
AFFECT THE SUBJECT TRACT.THIS SURVEY
evidence of encroachments, conflicts or protrusions apparent on the ground, EXCEPT ,.•..•F .. IS NOT INTENDED TO BE USED AS A LAND
AS SHOWN. This survey substantially complies with the current Texas Society of �Q'���IRFoJ, TITLE SURVEY.
Professional Surveyors Standards and Specifications for a Category 1 B, Condition II ............. .................
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT SHANE SHAFER 3)ALL DOCUMENTS LISTED HEREON ARE
................................. RECORDED IN THE OFFICE OF THE COUNTY
THEIR OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR �'•.:o 5281 P, CLERK OF WILLIAMSON COUNTY,TEXAS.
ANY LOSS RESULTING THEREFROM. 9,y°�fss��`' y0
SUR`ISHEET 1 OF 1
APRIL 6, 2017 C, DIAMOND SURVEYING, INC.
JL Pf2:� 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S. NO. 5281 DATE (512)931-3100
TO...STING
VI = /, %/• [f+1�I4��i a�:� � „/. / 61.10' /• //
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."STATION 10.15.55
rl STATION 11.61171 Pt STATIM NS.II JI rl STATION If-71.92
OELTA •1• 2.10.1111 047• •]Y le' 0.]O•ILII pEL1A •]T 11']0.5]•INTI
• xt1[[6 L711vE t m-'117.15• xq[[.1 M1TC•.f•61'10.70• a W MK•t!oi'h.tt'
•
TANGENT f0.61 IANCEM 7.52 T •61.10
LEr0(N •321.00 LO10IN •H.30 LE . 1..IS
y IYDIIIS .2.1]0.00 NADIOi •215.70 :aim •5,,.70
S r 5797101 • ]•07.11 r[STATIM • 0•M1] E STATIM • 1.12.2]
rl STATION If•2f.13 rr STArIM 17.15.61 rT STATIM 20•t7.,1
MI[L Ir WT
MCNEIL RD
ETU rNWOSEO r;
_Tri 519 2I•TL IAO 717
4 nl.e1
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STA 10.00.61 EL zrvfi.n
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-10.1717
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0e 710 4 -T1 T.S7' - - IyTU1Ll ilo
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..e,q• STA.21.27.52 - ROl1N0ROCK TDCAS r•
sr1.11.20.2] 4 712.21• 1.10.1000 5�' 705
TO, t ]0.61' w n 4 713.44' STA-20.,1.11 ,1wln•ma
a x MCNEIL RD
•O.W.a
^• MTOO EXTENSION
;.T00 L 2./,1.fe• PLAN I PROFILE
S E, 1••100'61. "-,a V VIET 1 w S
ten.mx ya.Al�Eaa
10.00 1!•0010•a •lvfil OlIri101
ti
co co
PROJECT AREA 0 50 100
CL
J 2 HORIZONTAL SCALE
c/)
E. BAGDAD AVE. I
BLOCK'B' BLOCK'A'
PHASE 2 PHASE 1
BLOCK'C' APPROX. 0.78 ACRES APPROX. 0.67 ACRES
PHASE 3
c APPROX. 1.26 ACRES
- F�TLjRE M
ANO-
PACIFIC R.R.
MIS
SpUR
E
0
EXHIBIT 'E'
w
E. BAGDAD AVE.
E
WAELTZ & PRETE, INC.
CIVIL ENGINEERS
a 0
W'kp O 3000 JOE DIMAGGIO BLVD.#72
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES ROUND ROCK,TX.78665
—°� DEEMED RELIABLE. HOWEVER, WAELTZ&PRETE,INC. HAS NOT INDEPENDENTLY „g9 PH(51 2)505-8953
VERIFIED ANY OF THESE SOURCES. NO WARRANTY OR GUARANTEE IS MADE BY SIG FIRM TX.REG.#17-10308
WAELTZ & PRETE, INC. AS TO THE ACCURACY. THE INFORMATION SHOWN IS
8 CONCEPTUAL IN NATURE AND DOES NOT REPRESENT ANY REGULATORY APPROVAL.
6
a
Q
a
g PROJECT AREA 0 50 10aQ
HORIZONTAL SCALE
I Approximate utility
DADAVE—
location
PARCEL 'B' PARCEL 'A'
RESIDENTIAL RESIDENTIAL
PARCEL 'C' APPROX.0.78 ACRES APPROX.0.67 ACRES
RESIDENTIAL
APPROX. 126 ACRES M�NEI>r R�
FUTURE
MISSo
URI PACIFIC R R
EXHIBIT "F"
WAEL-[Z & PRETE. INC.
CIVIL ENGINEERS
0wp ,
`k0 3000 JOE MMAGM0 BLVD.;572
ALL WORM ON FURNZ ED REGARDING THIS PROPERTY IS FROM SOURCES ROUND ROCK TX.78665
pEEMs=D RELIAE F HOWEVER,WAELTZ S PRETE.INC.HAS NOT MEPQNDENRY PH(512)505-B953
VIIt7FlED ANY OF THESE SOURCES. No WARRANTY OR GUARANTEE IS MADE BY `� FIRM TX REG.-IfFr 70308
WAaTZ A PRETE TNG AS TO THE ACCURACY. THE DEORMATTON SHOWN IS
CONCEPTUAL IN NATUREAND DOES NOT RESENT ANY REGULATORY APPROVAL
APPROX. LIMITS
RETAINING WALL Q o so ioo
c2 HORIZONTAL SCALE
E. BAGDAD AVE.
BLOCK'B' BLOCK'A'
PHASE 2 PHASE 1
BLOCK'C' APPROX. 0.78 ACRES APPROX. 0.67 ACRES
PHASE 3
APPROX. 1.26 ACRES
FLJTLJRF M
NEIL Rp.
E R.R.
ISSOURI PACIFIC
E M
EXHIBIT 'G'
RETAINING WALL.
E
WAELTZ & PRETE, INC.
CIVIL ENGINEERS
O &� O 3000 JOE DIMAGGIO BLVD.#72
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES ROUND ROCK.TX.78665
DEEMED RELIABLE. HOWEVER,WAELTZ&PRETE, INC. HAS NOT INDEPENDENTLY PH(51 2)505-8953
c VERIFIED ANY OF THESE SOURCES. NO WARRANTY OR GUARANTEE IS MADE BY ENG FIRM TX.REG.#F-10308
WAELTZ & PRETE, INC. AS TO THE ACCURACY. THE INFORMATION SHOWN IS
8 CONCEPTUAL IN NATURE AND DOES NOT REPRESENT ANY REGULATORY APPROVAL.
0
a
CERTIFICATE OF INTERESTED PARTIES FORM 1295
1 of 1
Complete Nos.i-4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos,1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2017-196653
InTown Homes
Houston,TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 04/21/2017
being filed.
City of Round Rock Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the services,goods,or other property to be provided under the contract.
Development Agreement
Development Agreement between InTown Homes and the City of Round Rock.
Nature of interest
4
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling I Intermediary
Liu, Frank Houston,TX United States X
Foor, David Houston,TX United States X
5 Check only if there is NO Interested Party. ❑
6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct.
'- �rki5 zrr.r K t�fal ii rrt
Nly
fl ix of L1'ill
Signature of authorized agent of contracting business entity
AFFIX NOTARY STAMP/SEAL ABOVE ,j�
Sworn to and subscribed before me,by the said Nut& ��, V( �(C�cm""°"this the � � day of
20�� t to certify which,witness my hand and seal of office.
'�-�-- � '(�►v�S �cru t�''��t C
Signature of officer administering Printed name of officer administering oath Title of officer Administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883
CERTIFICATE OF INTERESTED PARTIES
FORM 3.295
10f1
Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2017-196653
InTown Homes
Houston,TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 04/21/2017
being filed.
City of Round Rock Date Acknowledged:
04/25/2017
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the services,goods,or other property to be provided under the contract.
Development Agreement
Development Agreement between InTown Homes and the City of Round Rock.
4 Nature of interest
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling I Intermediary
Liu, Frank Houston,TX United States X
Foor, David Houston,TX United States X
5 Check only if there is NO Interested Party. ❑
6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct.
Signature of authorized agent of contracting business entity
AFFIX NOTARY STAMP/SEAL ABOVE
Sworn to and subscribed before me,by the said this the day of
20 ,to certify which,witness my hand and seal of office.
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883