R-2017-4353 - 4/27/2017 RESOLUTION NO. R-2017-4353
WHEREAS, the City of Round Rock ("City") has entered into a Real Estate Contract to sell to
Round Rock Transportation and Economic Development Corporation ("RRTED") that certain land
described in Exhibits "A-1" - "A-3" ("Depot Tracts")to the Development Agreement; and
WHEREAS, Intownhomes, Ltd. ("Developer") has contracted with RRTED to acquire those
certain portions of the Depot Tracts described in Exhibits "A-1" - "A-3" to the Development
Agreement, 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 City and Developer desire to enter into a Development Agreement to identify
the responsibilities of the Developer and the City in regards to the development of the Depot Tracts,
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 the attached
Development Agreement, a copy of same being attached hereto as Exhibit "A" and incorporated herein
for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
0112.1704;00376748
RESOLVED this 27th day of April, 2017.
ALAN NffbRAW, Mayor
City of Round Rock, Texas
ATTEST:
SARA L. WHITE, City Clerk
2
EXHIBIT
„A»
DEVELOPMENT AGREEMENT
BY AND BETWEEN
THE CITY OF ROUND ROCK
AND
INTOWNHOMES,LTD.
This Development Agreement (thus "Agreement") is entered into this day of
, 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-L 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.
I. 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..
374276
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 sauce have been filed or asserted against any part of the
Depot Tracts;
(f) The City has frill 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
puiposes. During such period, Buyer may obtain Phase I and Phase 1I enviroiunental 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 frons 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.
b. 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 Street 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,
H.
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 fiilly
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.
t0. 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 thereunto duly authorized.
CITY OF ROUND ROCK,TEXAS
By:
Alan McGraw, Mayor
Attest: For City,Approved as to Form:
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 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. 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
distafiee 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 112"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
a"tf
N 46021'49" 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 38009112" 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 112" 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 ail a total arc length of 154.89 feet, said
curve having a radius of 267.00 feet, a central angle of 33014121" and having a
chord which bears N 54°46'22" E for a distance of 152.73 feet to a 112" 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 112" 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 traatand dis distance 92.11westerly
feet toboundary
henPOINTsaid
OF BEGINNING Ohe eofROUND
at d
ROCK tract, for
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.
<>D1AM01VD,SURVEY[jVG,INC
OF
116 SKYLINE ROAD,GEORGE'TOWX TX 78618 Q��aJS t R TFf
(512)931-3100 F '9U,
....:..........................
SHANE SHAFER
APRIL 10, 2017 : A.... 5281...v:
. ...
� •.P NP:Q'
9 '•°Fesso.•'4
SHANE SHAFER, R.P.L.S. NO. 5281 DATE �� sUR`�``�
EHEA.IB,1T
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.676 ACRE TRACT OF LAND SITUATED IN THE WILEY HARRIS SURVEY,ABSTRACT NO.294,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
1 BLOCK 10, } I ' I I BLOCK 11,CAB.A,SL.190 I rn
CAB.A,SL.190 1 q l P.R.W.C.T. j o
P.R.W.C.T. I I LOT 10 I LOT 9 I LOT 8 I LOT 7 I LOT 6�L0T 5 LOT 4-I LOT 3 I LOT 2 �-LOT 1
LOT 2 1 LOT 1 L _^—L I —---�—— —— —
o
m
m vj v
SCALE: 1"= 50'
R.O.W.TO BE VACATED
0.053 ACRE
E. BAGDAD AVE. WITHIN THE R.O.W.OF
z
(80' R.O.W. CAB. A, SL, 190) E.BAGDAD AVE.
N71'23'33"E 82.49'
UY
O
m Ck� C43 15.07'
a EXISTING SOUTH R.O.". LINE c4RR 0
E BAGDA AVE
C'
CITY OF
a j ROUND ROCK
Y CITY OF ROUND ROCK0.
ROUNpROCK 169 AC.
OF
c� (2.1355 AC.) CITY OF ROUND ROCK CITY RO DOC.2014022531
TRACT I (0.8791 AC.) �rL �— O.P:R.W.C.T.
DOC.2013081105 TRACTII SUBJECT TRACT 0.236 022AC. ai
O.P.R.W.C.T. DOC.2013081105 N�6 DOC.2014022530
tabbiG
O.P.R.W.C.T. 0,676 AC. O.P.R.W.C.T.
Sq
N
Q91 O�
171 >X - ��J� CORR V) ——
CORR
b) C27
r�W C50 /
F�CISTING NORTH R.O•W i
Gy UNION PACIFIC RAILROAD RAILROAD VALUES
C6 ILROAp N:10159683.31
UNION PACIFIC R S) E:3133892.34
q2 (R.O.W. COMBINED SURFACE
ADJUSTMENT
�.� LEGEND FACTOR:0.99988784
w
o • FOUND IRON ROD
aSURFACE VALUES CORK
r N:10159492.66 • FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR"
o E:3133471.77 O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING'
a COMBINED SURFACE
o ADJUSTMENT j$f X CUT FOUND IN CONCRc E
FACTOR:0.99988784
P.O.B.=POINT OF BEGINNING SHEET 1 OF 2
a O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS
Ad Ad P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS <> DIAMOND SURVEYING,INC.
R.O.W.=RIGHT-OF-WAY 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
y (512)931-3100
Iv
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=CF-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 351.8W.
C17 48.94' 267.00' 10°30'09" N43'2417"E 48.87'
# C27 110.21' 3,062.12' 2°03'44" S69"08'20"W 110.20'
d C42 59.00' 2,700.08' 1°1607" S61'23'59"W 59.00'
C43 96.23' 267.00' 20"38'57" N61.04'04'E 95.71'
C47 154.89' 257.00' 33'14'21" N54"46'22"E 152.73"
C50 .293.09' 2700.08' 6113'10" S65'08'07"W 292.95'
m
tabbleV
a GENERAL NOTES:
1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
177 SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
COMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
1S 0.99988784
2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OFATM-E
—I COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAYAFFECT
m THE SUBJECT TRACT.THIS SURVEY IS NOT INTENDED TO BE USED AS
¢ A LAND TITLE SURVEY.
Y
3)ALL DOCUMENTS LISTED.HEREON ARE RECORDED 1N THE OFFICE
mi OF THE COUNTY CLERK OF WILLIAMSON COUNTY,TEXAS.
z 1,Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this OF
& drawing represents a survey made on the ground under my direct supervision completed on March
W 14,2017.At the time of this survey there was no evidence of encroachments, conflicts or protrusionskP
�:. ° '•.
o apparent on the ground, EXCEPT AS SHOWN.This survey substantially complies with the current SHANE SHAFER
z Texas Society of Professional Surveyors Standards and Specifications for a Category 1B,Condition II ••I ••A 52 81 8.1
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN < go P
9
RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING i/i' Fess�a`'•��
ffi
o THEREFROM. SUR
W
SHEET 2 OF 2
0.
APRIL 10,2017 <> DIAMOND SURVEYING,INC.
U6 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S.VNO. 5281 DATE
(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 l), A PORTION OF THE CALLED 0.8791 ACRE
TRACT OF LAND (TRACT I() 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 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"CORK"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 112" 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 112"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 112" 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
A-�
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 32°44139"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 13019134" 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 setwith 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 19°25'01"W for a distance of 26.33 feet to a 112"iron rod set with 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°10116" 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 112" 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 41°06'04"W
EAH1B�IIT
for a distance of 34.14 feet to a 112" iron rod set with cap marked "Diamond Surveying",
on the end of this curve;
3, S 38°08'12" 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.
<> Lr�9gl��UG�D�(UJG�PlC7�Guri, Oln9 .
,.0.F.,TQC
.,.V
ff APRIL 10, 2017 SHANE SHAFER
5281..... ...
SHANE SHAFER, R.P.L.S. NO. 5281 DATE �� suR�►��
EXHIBIT
As#
a�
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
FOR A 0.781 ACRE TRACT OF LAND SITUATED IN THE WILE:Y HARRIS SURVEY,ABSTRACT NO.298,WILLIAMSON COUNTY,TEXAS,BEING
A PORTION OF THE CALLED 21355 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(BO'
RIGHT-OF-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
SCALE: 1"= 100'
I I ! B OCIC19,CAB.Al 5L 90 I ! 1 6 pLill I BMOCK110,QAB.ASL.1190 1 I a I IBLOCYK 1 � �L.19� I I P.R.YyV�C. f r I
rIl r I �'r rrr0 0 00OOOOOoO m --r -I -r -� O. zolo olol0lo ololol o -+ I -< I -� I -� I - { --q -4 { -4 cc 8I f I '- H�-� -r
-i -+ o rn SURFACEVALUES
( rn I u,1wc 'O_I�_�' L rn l w 1?1 c' I N vi L5 I_�LO°J_"1�" p o
N:10159770,18 avo
o -
R.O.W TO BE VACATED E.3133861.71
Jm 0,317 ACRE �,� E. BAGDAD AVE COMBINED SURFACE M
E. BAGDAD AVE. WITHIN THE R.O.W.OF (80' R.O.W. ADJUSTMENT
(80' R.O.W. CAB. A. SL 190) E.BAGDAD AVE. N70'34'59'E 248.39' G� CAB. A, SL 190) FACTOR:0.99988784
" 26.33' 1 S70'42'59"W 309.57'___
c EXISTING SOUTH R.O.W. LINE v —
AG AD ot. 199.34 CORS 110.23' CORS
0 1I W SUBJECT TRACT `', i ROUND ROCK I m
I w O.7S 1 C. CITY OF ROUND ROCK P.O.B. 0 236 AC. I
W 1 0.8791 AC,) SURFACE VALUES I DOC.2014022530
m I UNION PACIFIC CITY OF ROUND ROCK f G3 I TRACT II N:10159657.95 I O.P.R.W.C.T. I
he RAILROAD COMPANY (2.1355 AC.) N DOC.2013081105 E:3133569.51 CORS C
8 0.065 AC.BEING TRACT I C2$ O.P.R.W.C.T. COMBINED SURFACE
A REMNANT PORTION DOC.2013081105 ADJUSTMENT
OF 57.36 AC. O.P.R.W.C.T. ROW FACTOR:0.99988784
o VOL 22,PG.441 $TING NOR12 pA0
D.R.W.C.T. NI CIFIG RAILS El UN1oN PALFzOAD
UNION PACI � les)(R•OW --
GENERAL NOTES:
LEGEND 1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE
p CALCULATED POINT SYSTEM.ALL DISTANCES SHOWN ARE SURFACE DISTANCES.
5 • FOUND IRON ROD
COMBINED SURFACE ADJUSTMENT FACTOR USED FOR THIS SURVEY
CORS
* FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR" IS 0.99988784
w
O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" 2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
= COMMITMENT AND DOES NOT SHOW EASEMENTS THAT MAY AFFECT
s (� X CUT FOUND IN CONCRETE' THE SUBJECT TRACT.THIS SURVEY IS NOT INTENDED TO BE USED AS
A LAND TITLE SURVEY.
0
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.
O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS SHEET 1 OF 2
P.R.WC.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
D.R.W.C.T.=DEED RECORDS OF WILLIAMSON COUNTY,TEXAS <> DIAMOND SURVEY NG,INC.
R.O.W.=RIGHT-0F-WAY 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
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 0.6791 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 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
1
CURVE TABLE
b
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
m C28 175.83' 2,762.50' 3°38'48" S59°39'36"W 175.80'
C36 34.16' 332.00' 5°5343" S41°06'04'W 34.14'
n C37 76.14' 187.00, 23°19'48" S49°49'06'W 75.62'
0
n C38 16.75' 72.00' 13°19'34" N26°04'52' 16.71'
0
N
0
v
Y LINE TABLE
LINE BEARING DISTANCE ~ Q
m L1 S38"09'12"W 72.79' m 6
L2 N32"44'39"1N 46.37' X
z
o L3 N19'25'01"W 62.56' LU
m L4 N38°10'16"E 98.69-
M L5 N70"42'59"E 39.35'
a L6 S51°49'44"E 40.64'
L7 S38"09'12"W 53.64'
m
LB S19°2528"E 92.11'
Y
U
K
0
01 1, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this p F
��.........TF
W drawing represents a survey made on the ground under my direct supervision completed on March ,`P.•�,GSS7eRF'�9
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 S.H.AN '••• •.• E
.
z SHANE SHAPER
o Texas Society of Professional Surveyors Standards and Specifications for a Category 1B, Condition Il .................................
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR OWN :�0 5281 P
W RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ANY LOSS RESULTING 9ti0 `Io
W THEREFROM. SUR
SHEET 2 OF 2
APRIL 10, 2017 <> DIAMOND SURVEYING,I2\7-C.
< '�L
Shane Shafer, R.P.L.S. 0.5281 DATEiibs ,IlVEROAD,GEORGETOWN,TEXAS786zs
(512)931-3100
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 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°4234" 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 112" 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 S19044'26"E for a distance of 2.74 feet;
THENCE S 70°42'59"W with said northerly boundary line of the called 57.36-acre
UNION PACIFIC RAILROAD COMPANY tract, same being with said southerly right-of-
EXTIB3
5
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 19021'15" 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 112" 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 19025'01" 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 112" 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 ll)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 are 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 112" iron rod set with cap marked
"Diamond Surveying", monumenting the point of compound curvature of a curve
to the left;
XHIBIT
cif 5
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
51058'24" 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 49012'00"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 bearsS
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.
<>oumom SUN V •ViNr" 1/me
r9��r'f6�1°J•�1�9.�F�,G��-9,SS�sY®6E'r'c`,F"ti�G-'6s� .�E.••�'F•.•TF
iriY,oJ[moi'-aY€� �.P.��°is reRro:�gJ,
APRIL 20,2017 SHANE SHAPER
�t r lam, 5281
esSO
, �
SHANE SHAFER, R.P.L.S. NO. 5281 DATE �� sully.
EXHIBIT
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 21355 ACRE
TRACT OF LAND(TRACT 1) CONVEYED TO THE CITY OF ROUND ROCK,TEXAS,AS RECORDED IN DOCUMENT NO.2013DSI 105,OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY,TEXAS, AND BEING 0.170 ACRE WITHIN THE RIGHT-OF-WAY OF I-BAGDAD AVENUE(80'RIGHT-0F-WAY WIDTH)PER CABINET A,SLIDE 190,PLAT RECORDS OF
WILLIAMSON COUNTY,TEXAS
V I I I I BLOCk 9,CAB]A.SL.1k I I I BLOCK 10,CAB.A,SL.X90 A
p I I 1 1 P.R.W.C.T.
m I I I I I m03
o LOT 10I LOT 9 ILOT 8 I LOT 7 LOT 6 SLOT 5 LOT 4 ILOT 3ILOT 2 ILO7 1 0 1LOT 10�LOT 9 LOT >',�LOT 7I LOT 6LOT 5
rn t- SCALE 1"- 60'
U P.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)
c� 1=BAGDAD AVE
9 N70'34'59"E 285.85'
r m
n L4 1 N EXISTING SOUTH R 0-W. LINE
U7
n I _ ` BAGDAD AVE X
Wd
E4.� I;.� ,� \\ "E. BAGDAD AVE. N
x I tom� 4j \\EXISTING SOUTH R 0 W.
o C! I r- .�� -,`0 . ) UNE E. BAGDAD AVE.
voL zz L4 n CITY OF
x" I ry I r ROUND ROCK
C� IPG 441 �� Q3 CITY OF ROUND ROCK (D.8791 AC.)
2 pj I UNION PACIFIC �1 5 1
RAILROAD COMPANY X0co X10 �iSS p¢� (2.1355
2TRACT IC) DOC.2013081105
cmi RACT tl
A R 0 NAN�P DN AC. by �Z. O a�109 DOC.20130811 D5 O.P.R.W.C.T.
VOL
R w 441 oc'2�1 1.191 AC. w O.P.R.W.C.T.
Y �° SUBJECT TRACT
N73'48'40"E 209.02'
P.O.B. _
SURFACE VALUES
o N:10159244.61 C45
E:3133017.92 LEGEND
COMBINED SURFACE
ADJUSTMENT C4 A CALCULATED POINT
z FACTOR 099988784 • FOUND IRON ROD
O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING"
� 1 714 R O.WA-D 3� X CUT FOUND 1N CONCRETE
5�9~Z �pN PA C��RO •.C:=POINT OF GOMME CEMENT MONUMENT ND
P.O.B.=POINT OF BEGINNING
P.O.C. O.P.R.W.C.T.=•OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUN7Y,TEXAS
c 3 SURFACE VALUES 3g OAD P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS
a tv E:31033037.403 C ON PACIF'CARI� DR�W C'RIGDEED
T�RECORDS OF WILLIAMSON COUNTY,TEXAS
�t C COMBINED SURFACE UN ((?O W'
ADJUSTMENT
FACTOR 0.99988784
z < 1.i�'�O
SKYLINE ROAD,S
O,^,.DGEORGETOWN,� G,
Y� 'i'EXAS 78628
SHEET 1 OF 2 (512)931-3100
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 CRY 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 1.9D,PLAT RECORDS OF
WILLIAMSON COUNTY,TEXAS
m
v
x CURVE TABLE
0
CURVE ARC LENGTH RADIUS DELTAANGLE CHORD BEARING CHORD LENGTH LINE TABLE
C1 8.37• 167.00' 2'52'16° S50.38'09'W 8.37' LINE BEARING DISTANCE
a C4 53.15' 549.00' 5'32'46" S51'5V24"W 53.13' L1 S 19'25'01"E 26.20'
� L2 S 19'25'01"E 36.36'
C29 29.77' 128.00' 13°19'38" S26'0443"E 29.71' L3 S 32'44'39"E 48.37'
C39 203.31' 2,698.78' 4°18'59" N51-42'34"E 203.26' L4 S 70'42'59'•W 74.96'
C45 9259' 2762.50' 1"55'43' 555'42'3911W 92.98' LS N 19'21'15"W 25.53'
L6 S 19'44'26"E 2.74'
n
O
N
1
0
GENERAL NOTES:
1)BEARING BASIS:NAD-83,TEXAS CENTRAL(4203),STATE PLANE SYSTEM.ALL
DISTANCES SHOWN ARE SURFACE DISTANCES.COMBINED SURFACE ADJUSTMENT (...
m FACTOR USED FOR THIS SURVEY IS 0.99968784 m ?
2)THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT AND _
DOES NOT SHOW EASEMENTS THAT MAY AFFECT THE SUBJECT TRACT.THIS SURVEY IS
NOT INTENDED TO BE USED AS A LAND TITLE SURVEY. W
O
3)ALL DOCUMENTS LISTED HEREON ARE RECORDED IN THE OFFICE OF THE COUNTY
< CLERK OF WILLIAMSON COUNTY,TEXAS.
Y
U
O
J
m
V '
O
K
C3 1,Shane Shafer,Registered Professional Land Surveyor in the State of Texas, hereby certify that this p F
�F..,....., lF
drawing represents a survey made on the ground under my direct supervision completed on Marchf-
B 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 ..SHANE SHAPER
Texas Society of 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 THEIR OWN �'{°yo 5281
oRISK AND UNDERSIGNED SURVEYOR 1S NOT RESPONSIBLE FOR ANY LOSS RESULTING
°' THEREFROM. SU R`1
5
W
SHEET 2 OF 2
APRIL 20,2017 <> DIAMOND SURVEYING,INC.
3 Shane Shafer, R.P.L.SANO.5281 DATE 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
(512)931-3100
ti
ti
cn
PROJECT AREA 0 so10
T HORIZONTAL SCALE
co
N
ti
E. BAGDAD AVE.
CDN
W
PARCEL '6' PARCEL 'A'
g 'C' RESIDENTIAL RESIDENTIAL
PARCEL APPROX. 0.78 ACRES APPROX. 0.67 ACRES
W RESIDENTIAL
o APPROX. 1.26 ACRES p
NUT URE M�NEIL R -
ti
F .
t OURl PACIFIC R,R
X MASS
W
N
N
E
EXHIBIT 'B'
0
U CONCEPT PLAN
WAELTZ & PRETE, INC.
CIVIL ENGINEERS
0 Wasp 0
3000 JOE DIMAGGIo BLVD.#72
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES ROUND ROCK,TX.78665
o DEEMED RELIABLE. HOWEVER,WAELTZ&PRETE,INC.HAS NOT INDEPENDENTLY + PH(512)505-8953
m VERIFIED ANY OF THESE SOURCES. NO WARRANTY OR GUARANTEE IS MADE BY MqG FIRM TX.REG.#F-10306
m WAELTZ & PRETE, INC. AS TO THE ACCURACY. THE INFORMATION SHOWN IS
CONCEPTUAL IN NATURE AND DOES NOT REPRESENT ANY REGULATORY APPROVAL
O
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 S19°25'28"E for a distance of 92.11 feet;
THENCE S70°42'59"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 N61°04'04"E
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. N71°23'33"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. S19025'28"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.
9£43 Sr`SVIAV.E RSASF,OZO)TeOMMM,ErfT�' �F ..�•F•.TF
(efg)
APRIL 6, 2017 SHANE..SH
< ...
5281 P. .
� - gy•OFesstu?.•gip
SHANE SHAFER, R.P.L.S. NO. 5281 DATE 0 sUR��
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 NO3
I ��
Q
CABINET A,SLIDE 190,PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS. 0 /<,�a l
I I I I 1
a F;l I I 1 I, I 1 l I I I �' f �� P 1
BLOC 11,CAB__ryryA,SL.19 W
r-4 M l I I I P.R.W.O.T. I I I I rri � IGPS\ I
x ILOT lol f I I I ! I l I {
�] LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3LLOT 10
LOT 2 LOT 1
L_ ]-LOT 9 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 SEPARATEP.O.B. SYSTEM.ALL DISTANCES SHOWN
INSTRUMENT) // CAB• A. SL 190, R.O.W. OF E. BAGDAD AVE. SURFACE VALUES ARE SURFACE DISTANCES.
N:10159770.16 COMBINED SURFACE ADJUSTMENT
E:3133861.71
FACTOR USED FOR THIS SURVEY IS
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
E. BAGDAD AVE. coRR — COMMITMENT AND DOES NOT SHOW
S70°42'59"W 66.64' S70°42'59"W 110.23'
CITY OF ROUND ROCK I EASEMENTS THAT MAY AFFECT THE
CITY OF ROUND ROCK I SUBJECT TRACT.THIS SURVEY IS
CITY OF ROUND ROCK 0.169 AC, I NOT INTENDED TO BE USED AS A
(0.8791 AC.),TRACT 1l to 0.236 AC. 1 DOC.2014022531 I LAND TITLE SURVEY.
DOC.2013081105 O.P.R.W.C.T. 18 DOC.2014D22530 C°
LEGEND I ni O.P.R.W.C.T.
w O.P.R.W.C.T. v-' f 3)ALL DOCUMENTS LISTED HEREON
1 r13 ARE RECORDED IN THE OFFICE OF
• FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR" I y I m I THE COUNTY CLERK OF WILLIAMSON
O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" I m SURFACE VALUES co I COUNTY.TEXAS.
P.O.B.=POINT OF BEGINNING N:10159683.31
cc E:3133892.34
O.P.RW.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS I COMBINED SURFACE
P.R.W.C.T.=PLAT RECORDS OF WILLIAMSON COUNTY,TEXAS 02 I FACTOR:0.9998e784
I LINE TABLE
R.O.W.=RIGHT-OF-WAY —--——————— CORR LINE BEARING DISTANCE
CORK
CURVE TABLE L1 S 19°2528" E 15.OT
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEHORD LENGTH
ARING C
C43 96.23' 267.00' 20`38'57" N61°04'04"E 95.71' �P•��GIS�FREo �y�
1, Shane Shafer, Registered Professional Land Surveyor in the State of Texas, hereby certify that this drawing represents a "S.H.A .. ..FER
SHANE SHAFER
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 �y ° 5281`'y0�
substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a
Category 1B, Condition Il Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT THEIR SU
OWN RISK AND UNDERSIGNED SURVEYOR 1S NOT RESPONSIBLE FOR ANY LOSS RESULTING THEREFROM.
SHEET 1 OF 1
C> DIAMOND SURVEYING,INC.
APRIL 6,2017 u6 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.SANO.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,sarne 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
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 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", rnonumenting 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. N19025'01"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. N19°21'15"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, fora 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 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.
arc
99Bm1f3'Zfr'd�6�'®�1�,�g�.4'C$�P�6e"J,e`'�fT��3� .`F...�•F.. J�.
�' IJ SHANE SHAFER
..� APRIL 6, 2017
. 0 5281�p
SHANE S.HAFER, R.P.L.S. NO. 5281 DATE 9�b SUR���o
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.
lr , II A
I 1 1 BQOCK110,CIAB.ASL1190 I I
BLOCIK 11,
1,CAP.A,�L-.�1I10
BdOCK9,CB.AISL190 I I I 6 pIV' ' ' oI i II I Irr-R-W-C•4 I r I r i o I I I O I rIro
SCALE- 1"= 100'oOoooo00010 � - 4 -,�I � I � i ° ll � l0ll0ioIIo [ ( - fl - f � I90I� I - I
�; Low Lm1v L�1� I �LWJ N LJ Loo . L_--L L..W-j^' LJ ��� 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. (80R.O.W. CAB. A, SL. 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)`———
I-------- / —`��+ CORK __
N
-� C^' ——L_EXISTING SOUTH R.O.W. LINE E. BAGDAD AVE. _L—————
S70'42'59"W 286.88' ——————I————„ —— �— L1 coRR
/ I S70'42'59 W 573.19 I CITY OF i
to / UNION PACIFIC P.O.S. ROUND ROCK
�j CnY OF ROUND ROCK SURFACE VALUES I CITY OF ROUND ROCK
^I RAILROAD COMPANY (0.6791 A0.) 0.236 AC.
/ 0.065 AC. (21355 AC.) N:10159544.49 I TRACT II I DOC.2014022530 I
TRACT I E:3133216.64 O.P.R.W.C.T.
BEING A REMNANT DOC.2013081105 COMBINED SURFACE I DOC.2013081105 1
PORTION OF 57.36 AC. O.P.R.W.C.T.
M VOL.22,PG.441 MR.W.C.T. O.P.R.W.C.T. ADJUSTMENT I
I FACTOR:0.99988784 I LINE TABLE
3 I � LEGEND
- I o SPARK FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORK" LINE BEARING DISTANCE SURFACE VALUES
p U N:10159770.18
N � Z O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" L1 S 70°42'59"W 110.23' E 3133861.71
O r IRON ROD FOUND
COMBINED SURFACE
r NI O L2 N 19"21'15"W 25.53' ADJUSTMENT
w CONCRETE MONUMENT FOUND
Z I Ij W CALCULATED POINT L3 S 19'25'01"E 26.20' FACTOR 0.99988784
�
¢ P.O.B.=POINT OF BEGINNING
I =Lo P.O.C.=POINT OF COMMENCEMENT GENERAL NOTES:
I �2 O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS 1)BEARING BASIS:NAD-83,TEXAS CENTRAL
to C� 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 �4.,.• ..TF IS NOT INTENDED TO BE USED AS A LAND
AS SHOWN.This survey substantially complies with the current Texas Society of �Q.���IRFoy� TITLE SURVEY,
Professional Surveyors Standards and Specifications for a Category 1 B, Condition 11 :....... 1'��.......::.
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT SHANE SHAPER 3)ALL DOCUMENTS LISTED HEREON ARE
•••.......•.. RECORDED IN THE OFFICE OF THE COUNTY
THEIR OWN RISK AND UNDERSIGNED SURVEYOR IS NOT RESPONSIBLE FOR ' �A5281 CLERK OF WILLIAMSON COUNTY,TEXAS.
ANY LOSS RESULTING THEREFROM.
� SUR`l�`
SHEET 1 OF 1
APRIL 6,2017 <> DIAMOND SURVEYING,INC.
116 SMINTE ROAD,GEORGETOWN,TEXAS 78628
Shane Shafer, R.P.L.S. NO.5281 DATE (512)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 S70042159"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. N19°21'15"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.
�f8 drrlid�.f''t"�Ii�n�j�•�g'��s�d�0�+p�j �i•��i5s� ,`(L,..�.F, r�
�� SHANE SHAPER
APRIL 6, 2017 ...............................
�'A9 5281 ;
�il,'�OFs s toy'.y02
SHANE SHAPER, R.P.L.S. NO, 5289 DATE � SUR`l�`'
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.
Q
� � I BI1OC>49,CAB.AI SL.'I90 I I I � I ( I
� IOr� IIr� IIr� Ir° I BUOCKI10,QAB.fi,SL.1190 Il W 1 II BL
OK 1 ,CAS.A,$IILr.19l
0I P.R.IV�.TI I �
E-; I IRWfr-7
� rlr r IrI
-4 --40 � 00101 0
SCALE: 1^= 100'I � I � I � I � II0IP
� I� I �
t L"_I N L,J Low CO L_w.1 �!!-I O1_L.D'1--L I!l j-^L L J `° L 1- I °' ——————
SUBJECT TRACT E. BAGDAD AVE. R.O.W TO BE VACATED i E. BAGDAD AVE.
0.170 ACRE WITHIN THE R.O.W. (80' R.O.W. CAB. A, SL. 190) 0.317 ACRE i \ (80' PLO-W. CAB. A, SL. 190)
OF E.BAGDAD AVE. N70'34'59"E 286.85' (BY SEPARATE INSTRUMENT) / , R.O.W.TO BE VACATED
__ —^—J 0.053 ACRE P.O.C.
N
r ——— --— — (BY SEPARATE INSTRUMENT). ___
EXISTING SOUTH R.O.W. LINE E. BAGDAD AVE. CORR w_
S70'42'59"W 286.88' L1 CORK
I S70'42'59"W 573.19' I c1rY of I
I / UNION PACIFIC P.O.B.
RAILROAD COMPANY CITY OF ROUND ROCK SURFACE VALUES I CITY OF ROUND ROCK I ROUND ROCK
/ O.D65 AC. (2.1355 AC.) N:10159544.49 I (0.8791 AC.) 0.236 AC. I
BEING A REMNANT TRACT I E 3133216.64 TRACT 11 I DOC.2014022530 I'
o PORTION OF 57.36 AC. DOC.2013081105 COMBINED SURFACE I DOC.2013081105 O.P.R.W.C.T.
M VOL.22,PG.441 D.R.WC.T. O.P.R.W.C.T. ADJUSTMENT I O.P.R.W.C.T. I I
I FACTOR:0.99988784
LEGEND I LINE TABLE
r oI a� �c�RR FOUND IRON ROD WITH ALUMINUM CAP STAMPED"CORR" LINE BEARING DISTANCE SURFACE VALUES
w v O IRON ROD SET WITH CAP MARKED"DIAMOND SURVEYING" N:10159770.18
N L1 S 70°42'59"W 110.23' E:3133861.71
C)F- IRON ROD FOUND COMBINED SURFACE
Z I v Uj CONCRETE MONUMENT FOUND L2 N 19°2115"W 25.53' ADJUSTMENT
U)¢ !� CALCULATED POINT L3 S 19'25'01"E
26.20-
FACTOR.D.99988784
! P.O.S.=POINT OF BEGINNING
LO
5 M P.O.C.=POINT OF COMMENCEMENT GENERAL NOTES:
O.P.R.W.C.T.=OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS 1)BEARING BASIS:NAD-83,TEXAS CENTRAL
N 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
1, 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 COMMITMENTAND
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 Of AFFECT THE SUBJECT TRACT.THIS SURVEY
��'' TF IS NOT INTENDED TO BE USED AS A LAND
AS SHOWN.This survey substantially Complies with the current Texas Society of ��?��°`.. fy� TITLE SURVEY.
Professional Surveyors Standards and Specifications for a Category 1 B, Condition I!
Standard Land Survey. USE OF THIS SURVEY BY OTHER PARTIES SHALL BE AT SHANESHAFER
3}ALL DOCUMENTS LISTED HEREON ARE
THEIR OWN RISK AND UNDERSIGNED SURVEYOR 1S NOT RESPONSIBLE FOR ........82gj......,' RECORDED IN THE OFFICE OF THE COUNTY
ANY LOSS RESULTING THEREFROM. `9,y°�FssloO� CLERK OF WILLIAMSON COUNTY,TEXAS.
� SURJF'
SHEET 1 OF 1
APRIL 6,2017 <> DIAMOND SURVEYING,INC.
Shane Shafer, R.P.L.S. NO.5281 DATA 116 SKYLINE ROAD,GEORGETOWN,TEXAS 78628
(512)931-3100
n
7 /
TIC
co
- Z c 8] J4 V I;,x:33 88
in
-:_•:^ n\ x.10• /I
a' 11.23. sa-
bs
y --.— -- - Yi �:4�a�-ti„' �` _'� 1 �•a,�� uo nlacci
3 em Waco cYr.r �:•` --�� ._ sr.a,.r:.w
-Tc.
.ora ai3r � `- LFK, •,�._-� •• - \_�. .��' ��r,
L
.�• . m OrI1G3 i STOT100 IS•00.0) � -
Oft„ f•]Y. 33•IMI Y \. +/• L \; �`
5 PI LT•TILN 10.11•. ,xJc..rrra.K. •m•ii.,Y- !' - n
•]0'L.1r-ILiI uWIH :MN •• \ � � moi]:�
earC OF GAIK-TM ]' O.N- K TG. — 30
11 T1
— I�.oe..3 g 6� /•.
r,TIOI �y�3�• •I•�•
it""rlo°"n -O:v0:N GI]=r.p I• /• \ EXHI it
!• aDn
p�cpu,N a elnlre:`••' ia.n•
r,T.-IMI uSLi" .i]• 1Y i�-urI �L .it zax•m,
ru,,pp�I,�T Ieo.0 sales of L1alY[-,a.
ti,
n.rz-
LI1.Cix •]:I.w LSK w :N.]I `[aC x ]I�i'i.ri •
n�3i�Tla Ii:l.11 OWIK 1�:M.] �wIT10 M
C
i€•l,T1G1 :lT•11w 1'i 1"T'Ox
MCNEIL RD
Nm
2 ao rllxoxe nlauz
0I'Ip Onrse]CO MOrILC •1�41Tr1:m m
y t 0..400 SIa.
Ttr.lY 1:0
3 o.smo] •-e.er
5 113 -. SIO.rOm Y a"•IS
d[ L .Ir..l.' )If
i-10.)000 Y
r10 __ ]a ATKI N 5
l•,a.00e a
_tj .-e.m• a a,.a•]].a: ` .. . .
YY L •]d.w• IT
•Ir•30.:) a .x11.20• ROIIIiO RO�(7FX/LS
s u CC •113.0x• I.1 O.00N Y_ Tm l..wwxxw
••• _ ar..ao.rxu MCNEIL RD
roe EXTENSION
g"- L •xw• n PLAN S PROFILE
• .i V � _ - � iq+�.,1,•.,00•n urn�or S
Al
m•w 1]•w _ _ _ _ _ _ c C sw
Cdr n•w
W01.Gfix,rM
i I
c
Q
Ll
C/D co
o
a PROJECT AREA
0 50 100
W
t/j HORIZONTAL SCALE
777777777
E. BAGDAD AVE.
BLOCK'B' _
PHASE 2 BLOCK'A'
BLOCK'C` APPROX. 0.78 ACRES PHASE 1
PHASE 3 APPROX. 0.67 ACRES
APPROX. 1.26 ACRES
C
Rp.
FUTURE McN
�fL
E
miss pAGlFIC R.R•
a
EXHIBIT 'E'
E. BAGDAD AVE.
0
WAELTZ & PRETE, INC.
CIVIL ENGINEERS
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES O &P O 3000 JOE DIMAGGIO BLVD.#72
ac DEEMED RELIABLE. HOWEVER, WAELTZ S PRETE,INC.HAS NOT INDEPENDENTLY WROUND ROCK,TX.78665
VERIFIED ANY OF THESE SOURCES. NO WARRANTY OR GUARANTEE IS MADE BYWAELTZ & V�E INFORMATION SHOWN IS PH(512)505.8953
CONCEPTUAL�I,NATURE AND DOES NOT REPRESENT ANYETE, INC. AS TO THE ACCURACY. REGULATORYREGULATORY APPROVAL
s FIRM TX.REG.#F 0306
5
r f
MAI` i
co
Co I 0� /
gPROJECT AREA On- 0 50 ioG
_ HORIZONTAL SCALE
Approximate utility E
location
T r PARCEL 'B' ~ IPARCEL
RESIDENTIAL RESIDENTIAL
PARCEL 'C' APPROX.0-76 ACRES APPROX.0.67 ACRES
RESIDENTIAL
APPROX.126 ACRES
FUTLiRE McN
EIS.Rp"
SOU�I PACIFIC
MIS
EXHIBIT 7"
WAELTZ& PRETE. INC.
CML ENGINEERS
&P 0 3000 JOC DtMAGGto 6wD.S72
ALL 7hFORMATION FI $D REGARDING THS PROPERTY IS FROM SOURCES WRouisto ROCK TX-78605
DEE3SED Re AsF HOYYEVER.WA£L`fL S PRETE.ING HAS NOT WDE nNO MR.Y
PH(512-)SOS 8953
VEFM=IWAELTZJ ANY T 7TSOURCE'S. NO WARACCURACY.
T E ORAN[EE IS MADE IS 'z2 FIRM TK REG.&F-10308
VYA$.TZ&PREiE, INC.lNC.AS TO THE A,CCUrtALY. THE irFdRMATKxt SHOWN IS
CONCEPTUAL IN NATUREAND DOES NW REPRESENT ANY REGULATORY APPROVAL
I
CIO
r0^0
APPROX. LIMITS Q
RETAINING WALL
0 50 100
co HORIZONTAL SCALE
E. BAGDAD AVE.
BLOCK'B' BLOCK'A'
a PHASE 2 PHASE 1
BLOCK'C' APPROX. 0.78 ACRES APPROX, 0.67 ACRES
PHASE 3
r APPROX. 1.26 ACRES
FUTURE -NF-IL RU'
g I PACIFIC R.R.
MISSOUp
P
Y
EXHIBIT 'G'
t
RETAINING WALL.
WAELTZ & PRETE, INC.
wtP �' CIVIL ENGINEERS
ALL INFORMATION FURNISHED REGARDING THIS PROPERTY IS FROM SOURCES O 3000 JOE DIMAGGIO BLVD.#72
= DEEMED RELIABLE. HOWEVER.WAELTZ u PRETE•INC. HAS NOT INDEPENDENTLY ROUND ROCK.TX.78665
8
VERIFIED ANY OF THESE SOURCES- NO WARRANTY OR GUARANTEE IS MADE BY ,e45 PH(51 2)505-8953
CONCEPTUALWAELTZ & RIN NATINC.
UREAN DOES NOT R PRESENTANY REGULATORY APPROVAL 1 4z,Gg14"" FIRM TX.REG.#F-10308
2