Contract - City of Round Rock and City of Georgetown - 8/22/2024 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING
INFORMATION FROM ANY DOCUMENT THAT TRANSFERS AN INTEREST IN
REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
INTERLOCAL AGREEMENT BY AND
BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
This Interlocal Agreement by and between the City of Round Rock and the City of
Georgetown ("Agreement") is entered into as of this day of , 2024 (the
"Effective Date") by and between the City of Round Rock, Texas, a Texas home-rule
municipal corporation ("Round Rock"), and the City of Georgetown, a Texas home-rule
municipal corporation ("Georgetown").
BACKGROUND:
WHEREAS, Chapter 791 of the Texas Government Code, entitled the "Interlocal
Cooperation Act", allows local governments to contract with one another to perform
governmental functions and services; and
WHEREAS, Round Rock is the holder of a water line easement recorded under
Document Number 2023031557 of the Official Public Records of Williamson County, Texas
(the "Round Rock Water Line Easement") containing a water line and related facilities
therein (the "Round Rock Water Line Facilities"), the terms of which Round Rock Water
Line Easement provide, in pertinent part, that the grantor of such water line easement"will not
convey any other easement or conflicting rights within the Easement Area covered by this
grant following the execution of this easement without the express written consent of Grantee,
which consent shall not be unreasonably withheld"; and
WHEREAS, the boundaries of the Round Rock Water Line Easement are further
described and depicted on Exhibit "A" attached hereto (the "Round Rock Water Line
Easement Area"); and
WHEREAS, Round Rock is also the holder of an exclusive storm sewer and drainage
easement recorded under Document Number 2023060655 of the Official Public Records of
Williamson County, Texas (the "Round Rock Drainage Easement") containing sewer
facilities and drainage facilities therein (the "Round Rock Drainage Facilities"); and
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 1 of 6
R 2024-219
WHEREAS, the boundaries of the Round Rock Drainage Easement are further
described and depicted on Exhibit "B" attached hereto (the "Round Rock Drainage
Easement Area"); and
WHEREAS, Georgetown has requested Round Rock's consent to cross the Round
Rock Water Line Easement Area and the Round Rock Water Line Facilities, as well as the
Round Rock Drainage Easement Area and the Round Rock Drainage Facilities, for
Georgetown's placement, construction, operation, repair, maintenance, replacement, upgrade,
rebuilding, relocation and/or removal of electric utility and telecommunication lines and related
facilities (the "Georgetown Electric Facilities"), and has correspondingly requested a grant of
an electric easement (the "Georgetown Electric Easement") from Round Rock Residential
Partners II, L.P., a Delaware limited partnership; and
WHEREAS, the boundaries of the Georgetown Electric Easement are further
described and depicted on Exhibit "C" attached hereto (the "Georgetown Electric
Easement Area"); and
WHEREAS, Round Rock is willing to consent to (i) the Georgetown Electric Easement
and Georgetown's related rights to place, construct, operate, repair, maintain, replace, upgrade,
rebuild, relocate and/or remove the Georgetown Electric Facilities therein, and (ii) the
Georgetown Electric Easement and the Georgetown Electric Facilities crossing the Round Rock
Water Line Easement Area and the Round Rock Water Line Facilities, as well as the Round
Rock Drainage Easement Area and the Round Rock Drainage Facilities, as specifically
described and shown on the attached drawings marked as Exhibit "D", but in order to ensure that
Round Rock can continue to safely and efficiently carry out the purposes of the Round Rock
Water Line Easement and the Round Rock Drainage Easement, Round Rock has requested that
Georgetown agree to the terms set forth herein; and
WHEREAS, Round Rock and Georgetown are agreeable to such terms.
AGREEMENT:
NOW, THEREFORE, in consideration of the mutual covenants contained herein,
and other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, Round Rock and Georgetown agree as follows:
1. Construction and Crossing of the Water Line Easement Area and the Drainage
Easement Area. Round Rock agrees to allow Georgetown to place, construct, operate, repair,
maintain, replace, upgrade, rebuild and/or remove the Georgetown Electric Facilities in the
location described and shown on the attached drawings, marked as Exhibit "E". As long as
Georgetown places, constructs, operates, repairs, maintains, replaces, upgrades, rebuilds and/or
removes the Georgetown Electric Facilities in such location, Round Rock shall not require, or
otherwise force, Georgetown to move or relocate the Georgetown Electric Facilities from such
location. Round Rock also consents to the grant of the Georgetown Electric Easement to
Georgetown by Round Rock Residential Partners 11, L.P., a Delaware limited partnership, in the
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 2 of 6
form attached hereto as Exhibit "F", subject to, and in accordance with, the terms and
provisions set forth herein.
2. Maintenance of the Georgetown Electric Facilities. Georgetown may not
relocate, modify, redesign, or enlarge the Georgetown Electric Facilities within the
Georgetown Electric Easement Area; provided, however that ordinary maintenance and repairs
may be made to the Georgetown Electric Facilities without the consent of the Round Rock so
long as such maintenance and repairs are performed in such a manner as to maintain the
Georgetown Electric Facilities as shown on Exhibit "E" hereto (such ordinary maintenance or
repairs which meet the foregoing conditions being "Routine Maintenance"). Georgetown
shall at all times conduct all of its activities within the Georgetown Electric Easement Area in
a manner that does not interfere with or prevent Round Rock's use of the Round Rock Water
Line Easement and the Round Rock Drainage Easement. If at any time Round Rock, in its sole,
but reasonable, discretion, determines that the safety, operation or maintenance of the Round
Rock Water Line Facilities and/or the Round Rock Drainage Facilities is adversely affected or
impeded by the Georgetown Electric Facilities, Round Rock shall notify Georgetown, and
Georgetown shall promptly take any and all necessary action to protect the Round Rock Water
Line Facilities and/or the Round Rock Drainage Facilities, as applicable, from such adverse
condition. If Georgetown causes damage to the Round Rock Water Line Facilities or the
Round Rock Drainage Facilities, Georgetown shall be solely responsible for the costs of repair.
3. No Other Encroachments Permitted. Except as expressly permitted in the
preceding paragraphs, no other encroachments shall be permitted within the Round Rock
Water Line Easement Area or the Round Rock Drainage Easement Area.
4. Maintenance of Georgetown Electric Facilities. Georgetown, at Georgetown's
sole expense, shall maintain and operate the Georgetown Electric Facilities, and Round Rock
will not be responsible for any costs of construction, reconstruction, operation, maintenance or
removal of the Georgetown Electric Facilities.
5. Entire Agreement. This Agreement contains the entire agreement of the parties
hereto regarding the subject matter hereof and supersedes all prior or contemporaneous
understandings or representations,whether oral or written, regarding the subject matter.
6. Amendments. Any amendment of this Agreement must be in writing and will be
effective if signed by the authorized representatives of the parties hereto.
7. Severability. The provisions of this Agreement are severable and, if any
provision of this Agreement is held to be invalid for any reason by a court or agency of
competent jurisdiction, the remainder of this Agreement will not be affected, and this
Agreement will be construed as if the invalid portion had never been contained herein.
8. Governing Law. The parties expressly agree that this Agreement is governed
by and will be construed and enforced in accordance with Texas law without respect to
Texas' choice of law rules.
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 3 of 6
9. Notices. Any notices given under this Agreement will be effective if (i)
forwarded to a party hereto by hand-delivery; (ii) transmitted to a party hereto by confirmed
telecopy; or(iii) deposited with the U.S. Postal Service, postage prepaid, certified, to the address
of the party indicated below:
Georgetown: City of Georgetown
Attn: City Manager
P.O. Box 409
Georgetown, Texas 78627
Phone: (512)930-3723
Round Rock: City of Round Rock
Attn: City Manager
221 E. Main Street
Round Rock, Texas 78664
Phone: (� -
10. Cooperation. The parties hereto agree to cooperate at all times in good faith to
effectuate the purposes and intent of this Agreement.
11. Payments from Current Revenue. Any payments required to be made by a
party under this Agreement will be paid from current revenues and or other funds lawfully
available to the party for such purpose.
12. Independent Relationship. Each party hereto, in the performance of this
Agreement, shall act in an individual capacity and not as agents, employees, partners, joint
ventures or associates of one another. The employees or agents of one party shall not be
deemed or construed to be the employees or agents of the other party for any purpose.
13. No Third Party Beneficiaries. This Agreement is entered into for the sole and
exclusive benefit of the parties hereto. Nothing in this Agreement, express or implied, is
intended to confer or shall be construed as conferring any rights, benefits, remedies, or claims
upon any other person or entity.
14. Paragraph Headings. The paragraph headings are inserted for convenience of
reference only and shall not affect the meaning or interpretation of this Agreement or any
section thereof.
15. Successors and Assigns. This Agreement shall bind and inure to the benefit the
parties hereto and their respective successors and permitted assigns, as applicable.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 4 of 6
14. Counterparts. This Agreement may be executed in one or more counterparts, all
of which together shall constitute the same instrument.
City of Round Rock,Texas,
a Texas home-rule municipal corporation
By: '4 rk z
Craig korg 1, ay or
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of
24ag by Craig Morgan, Mayor of City of Round Rock, Texas, a Texas
home-4 municipal corporation, on behalf of said corporation.
``��1I1111111111111�
Notary Public, Stat of Texas
9rF OF SF�1
% 1305623:' ��•
RES
ATTEST:
Meagan Spi ,City erk
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 5 of 6
City of Georgetown,
a Texas home-rule municipal corporation
By:
David Morgan, City Manager
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the _ day of
, 20 , by David Morgan, City Manager of City of Georgetown, a Texas
home-rule municipal corporation, on behalf of said corporation.
Notary Public, State of Texas
ATTEST:
Robyn Densmore, City Secretary
APPROVED AS TO FORM:
Skye Masson, City Attorney
Interlocal Agreement by and between the
City of Round Rock and the City of Georgetown
Page 6 of 6
EXHIBIT "A"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
2023031557 Page 7 of 19
Exhibit "A"
0. 938 ACRE FN. NO. 22-238 (ABB)
ROUND ROCK PREMIUM OUTLET NOVEMBER 2022
WATERLINE EASEMENT JOB NO. 22 150
DESCRIPTION
A 0.938 ACRE TRACT OF LAND OUT OF THE EPHRAIM EVANS SURV ACT
NO. 212, SITUATED IN THE CITY OF ROUND ROCK, WILLI O TY,
TEXAS BEING A PORTION OF LOT 5A, BLOCK "A" REPLAT OF L0 , EPLAT
OF LOT 1, BLOCK "A" OF CPG PARTNERS COMMERCIAL T ,ION 1 A
SUBDIVISION OF RECORD IN DOCUMENT NO. 2021121731 F OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; S OT BEING A
PORTION OF THAT CERTAIN TRACT OF LAND CONV D ROUND ROCK
PREMIUM OUTLET, LP AND SPG ROUND ROCK NS, LP "DE~EDS OF RECORD IN
DOCUMENT NO. 2005090171 AND 2005093880 OF S 'OtF'.CIAL PUBLIC
RECORDS; SAID 0 . 938 ACRE TRACT BEING MOR&�._ RT LARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
PART 1 - 0.379 ACRES
COMMENCING, at a PK nail with TA C" washer set at the
northwesterly corner of Lot SA e lat �f Lot 1A, Replat of
Lot 1, Block "A" of CPG Part s e al Tract Section 1, being
the easterly line of said L6 1A;
THENCE, S00 03 91 W, leavin\�e, o�thwesterly corner of said Lot
5A, along the easterlyin
ze of s�id Lot 1A, being the westerly
line of said Lot 5A, a�iStance of 50. 78 feet to the POINT OF
BEGINNING and northwest t,(�rner hereof;
THENCE, leaving they,,ea r line of said Lot 1A, over and across
said Lot 5A, for tho th'erly line hereof, the following seven
(7) courses and a :
1) N4500 Lance of 20.23 feet to an angle point;
2) N84 Q( , distance of 28 .75 feet to an angle point;
3) N050 ' , a distance of 17.71 feet to an angle point;
9) N °56' 5"E, a distance of 6.00 feet to an angle point;
5) S 3'25"E, a distance of 17.71 feet to an angle point;
.14656'35"E, a distance of 195. 19 feet to an angle point;
2023031557 Page 8 of 19
FN NO. 22-238 (ABB) Exhibit "A"
NOVEMBER 9, 2022
PAGE 2 OF 8
7) S88030' 41"E, a distance of 174 . 39 feet to a point in the
curving westerly right-of-way line of North Mays Street�_a00'
R.O.W. ) , being the easterly line of said Lot 5A, fo the
northeasterly corner hereof; ^�
THENCE, along the westerly line of North Mays Street, g he
easterly line of said Lot 5A, for a portion of the els ine
hereof, along a non-tangent curve to the right, having a us of
2200.00 feet, a central angle of 0°23' 30", an arc len' 0 15.04
feet, and a chord which bears, S02°44 ' 50"E, a d' 15. 04
feet to REFERENCE POINT 1;
THENCE, leaving the westerly line of Horth Ma' Street, over and
across said Lot 5A, for a portion of the east' y 'ne hereof, the
following twenty-eight (28) courses and di tan
1) N88°30'41"W, a distance of 40. 14 f t N angle point;
2) SO1°29'19"W, a distance of 6. 86 an angle point;
3) N88°30141"w, a distance of 6. fee to an angle point;
4) NO1029' 19"E, a distanc f 6. feet to an angle point;
5) N88°30 ' 41"w, a distance 2 . 0 feet to an angle point;
6) S84056' 35"W, a dista a of 173. 64 feet to an angle point;
7) S45°04 '33"W, a di c 15. 67 feet to an angle point;
8) S00005'04"W, a s of 85.74 feet to an angle point;
9) N90000'00"E a d' nce of 2. 57 feet to an angle point;
G
10) S00000 stance of 5.00 feet to an angle point;
11) N90 r, a`distance of 2 . 58 feet to an angle point;
12) SO '0 a distance of 51 . 18 feet to an angle point;
13) S "55' 7"E, a distance of 2. 19 feet to an angle point;
1 SO 414311W, a distance of 6.00 feet to an angle point;
\9°55117"W, a distance of 2.19 feet to an angle point;
16) S00°05'04"W, a distance of 291 . 47 feet to an angle point;
2023031557 Page 9 of 19
FN NO. 22-238 (ABB) Exhibit "A"
NOVEMBER 9, 2022
PAGE 3 OF 8
17) S89°55' 17"E, a distance of 2 .22 feet to an angle point;
18) S00°05'22"E, a distance of 6.00 feet to an angle point;
19) N89°55' 17"W, a distance of 2.24 feet to an angle poi ;
20) S00005 '04"W, a distance of 141 .26 feet to an angl i
21) S89055' 17"E, a distance of 6. 69 feet to an angle in
22) S00°14148"W, a distance of 5.36 feet to an le int;
23) N89055' 18"W, a distance of 6. 68 feet to a ng l point;
24) S00°05 '04"W, a distance of 15.79 feet to ngle point;
25) N89°09'00"E, a distance of 31 .75 f t Wangle point;
26) S80057 ' 30"E, a distance of 46.76 an angle point;
27) N87°47130"E, a distance of 16 .87 f t to an angle point;
28) S78039103"E, a distan of feet to a point in the
curving westerly line orth bays Street, being the easterly
line of said Lot 5A;
THENCE, along the wester line of North Mays Street, being the
easterly line of said L 'W for a portion of the easterly line
hereof, along a non-tap curve to the right, having a radius of
2200.00 feet, a cen.tr of 0°2312811, an arc length of 15.02
feet, and a chord ' c �{rs, S14°27 '54"W, a distance of 15.02
feet to the Bout to korner hereof, from which a 1/2 inch
iron rod with "B found in the westerly line of North Mays
Street, bei th ast rly line of said Lot 5A bears along a chord
which bear ' ' �J, a distance of 40.41 feet;
THENCE, e 1 th westerly line of North Mays Street, over and
across sa t '5A, for the southerly line hereof, the following
seven ( u s and distances:
1) N 039' 3"W, a distance of 48 . 58 feet to an angle point;
2) S8 7'30"W, a distance of 165. 56 feet to an angle point;
0°57 ' 30"W, a distance of 46. 94 feet to an angle point;
4) S89009'00"W, a distance of 30 . 70 feet to an angle point;
2023031557 Page 10 of 19
FN NO. 22-238 (ABB) Exhibit "A"
NOVEMBER 9, 2022
PAGE 4 OF 8
5) S00005104"w, a distance of 3.23 feet to an angle point;
6) S45005'04"W, a distance of 10 . 61 feet to an angle point
7) S00°11 ' 15"W, a distance of 3. 53 feet to a PK nath
"STANTEC" washer set in the curving easterly line of 5 id �0- t
1A, being the westerly line of said Lot 5A, being NCE
POINT 2;
THENCE, along the easterly line of said Lot IA, be' sterly
line of said Lot 5A and hereof, the following ee � courses
and distances:
1) Along a non-tangent curve to the right a i g a radius of
99.06 feet, a central angle of 11°39'40' , n"'arc length of
20. 16 feet, and a chord which bears, °51 " 5"W, a distance
of 20. 13 feet to a PK nail with "S E " brasher set;
2) N00005 '00"E, a distance of 544 . 9 an angle point;
3) N00°03' 41"E, a distance of 3.39 feet to the POINT OF
BEGINNING, containing an/ .379 acre (16, 488 square
feet) of land, more or ,3 ss, t hin these metes and bounds .
PART 2 - 0.053 ACRES
CONMENCING, at aforement'o ed REF19RLFNCE POINT 2;
THENCE, S13030 '38"E, a easterly line of Lot 1A, being the
westerly line of said distance of 263. 55 feet to the POINT
OF BEGINNING and nd>< w }fly corner hereof;
THENCE, leaving e e rly line of said Lot 1A, over and across
said Lot SA,�or he rtherly line hereof, the following twelve
(12) cours ces:
1) N76 a distance of 14 . 95 feet to an angle point;
2) S1 '0 a distance of 6.00 feet to an angle point;
3) S °51 ' 9"W, a distance of 4 . 94 feet to an angle point;
4) S1 8'01"E, a distance of 6. 95 feet to an angle point;
.6°51 ' 59"W, a distance of 8. 93 feet to an angle point;
6) S13030' 38"E, a distance of 0.76 feet to an angle point;
2023031557 Page 11 of 19
FN NO. 22-238 (ABB) Exhibit "A"
NOVEMBER 9, 2022
PAGE 5 OF 8
7) S65°38'01"E, a distance of 13. 99 feet to an angle point;
8) S88008 ' 01"E, a distance of 36. 32 feet to an angle poin
9) S76638 '01"E, a distance of 47 . 35 feet to an angle po t,
10) N13021 ' 59"E, a distance of 29. 39 feet to an angl ,
11) N58621 ' 59"E, a distance of 10. 35 feet to an angl of ;
12) S76049102"E, a distance of 49.54 feet to '70i;
1Rt in the
curving westerly line of North Mays Street, e' the easterly
line of said Lot 5A for the northeasterly ne ,thereof, from
which a 1/2 inch iron rod with "BUR c found in the
westerly line of North Mays Street, ein 6-' easterly line
of said Lot 5A bears along a cu w se chord bears
N14028' 08"E, a distance of 99. 90 f
THENCE, along the westerly line of N s Street, being the
easterly line of said Lot 5A, and he ;t' Ong a non-tangent curve
to the left, having a radius of 23 .00 eet, a central angle of
0°15'20", an arc length of 1 I't nd a chord which bears,
S13°05'48"W, a distance of �/6 e� to a 1/2 inch iron rod with
"STANTEC" cap set at the comm corn of said Lots lA and 5A, for
the southeasterly corner heret ,
THENCE, leaving the weste line of North Mays Street, along the
easterly line of said Lo1�A, being the southerly line of said Lot
5A, for a portion of th� o the'rly line hereof, the following four
(4) courses and distare O
1) N77031 ' 41"W, a ce of 45.73 feet to a 1/2 inch iron rod
with "STANT ' c "-set;
0 ,
2) S13°2 ' istance of 33.88 feet to a PK nail with
"ST w er set for the point of curvature of a non-
tan g� e'Eo the left;
3) Mon a non-tangent curve to the left, having a radius of
4 .38 eet, a central angle of 7°09'53", an arc length of
51 7 et, and a chord which bears, N83010 '03"W, a distance
"3 feet to a PK nail with "STANTEC" washer set for the
po' of curvature of a compound curve to the left;
2023031557 Page 12 of 19
FN NO. 22-238 (ABB) Exhibit "A"
NOVEMBER 9, 2022
PAGE 6 OF 8
4) Along said compound curve to the left, having a radius of
361 .07 feet, a central angle of 2°33 ' 36", an arc length of
16. 13 feet, and a chord which bears, N88001147"W, a dis ice
of 16. 13 feet to the point of tangency of said curve;
THENCE, N88008101"W, leaving the northerly line of sai Lpt IA,
over and across said Lot 5A, for a portion of the sou y ine
hereof, a distance of 19. 97 feet to a point in the cur �n terly
line of said Lot 1A, being the southerly line of sai t A for
the southwesterly corner hereof;
THENCE, along the easterly line of said Lot 1, the westerly
line of said Lot 5A and hereof, the following ( courses and
distances:
1) Along a non-tangent curve to the rig�tb ing a radius of
24 . 43 feet, a central angle of 601 5 " an arc length of
25. 91 feet, and a chord which bears,r N4 °59' 16"W, a distance
of 24 .71 feet to a PK nail with "STANTE washer set;
2) N 13030138" W, a distance of 16.7 feet to the POINT OF
BEGINNING, containing a .053 acre (2, 320 square
feet) of land, more or 1 ss, i hin these metes and bounds .
PART 3 - 0.002 ACRES
CONMNCING, at aforement'o ed RE RENCE POINT 1;
THENCE, along the wes 1' e of North Mays Street, being the
easterly line of said along a curve to the right, having
a radius of 2200.0 e a central angle of 5°57 ' 11", an arc
length of 228.58 f d a chord which bears, S00°25131"W, a
distance of 228.4 fee the POINT OF BEGINNING and northeasterly
corner herepP
THENCE, i along the westerly line of North Mays Street,
being th s ell, y line of said Lot 5A and hereof, along a curve
to the ri having a radius of 2200.00 feet, a central angle of
0°09'07", i,c length of 5.83 feet, and a chord which bears,
S03°28' 019W, distance of 5. 83 feet to REFERENCE POINT 3, for the
southea er corner hereof;
T CE, aving the westerly line of North Mays Street, over and
r said Lot 5A, for the southerly, westerly and northerly lines
h
0 the following three (3) courses and distances:
2023031557 Page 13 of 19
FN NO. 22-238 (ABF.) Exhibit "A"
NOVEMBER 9, 2022
PAGE 7 OF 8
1) N86053'37"W, a distance of 12 . 74 feet to the southwesterly
corner hereof;
NO2023' 41"E, a distance of 5.83 feet to the north wes ,e
corner hereof;
.-{) S86°53' 37"E, a distance of 12 . 85 feet to th OF
BEGINNING, containing an area of 0.002 acre (75 q eet)
of land, more or less, within these metes and bo S.
PART 4 - 0. 002 ACRES
C014NENCING, at aforementioned REFERENCE POINT
THENCE, along the westerly line of North Mays r et, being the
easterly line of said Lot 5A, along a cur o e right, having
a radius of 2200.00 feet, a central e 1°15' 21", an arc
length of 48 .22 feet, and a chord wh h rs, SO4°10'53"W, a
distance of 48. 22 feet to the POINT O G and northeasterly
corner hereof;
THENCE, continuing along the ��t� a of North Mays Street,
being the easterly line of id La 5A and hereof, along a curve
to the right, having a radi of 22 .00 feet, a central angle of
0°09' 23", an arc length of �t, and a chord which bears,
SO4653 ' 15"W, a distance ,o,f 6.00\ to REFERENCE POINT 4, for the
southeasterly corner here�r'�,�Vine
THENCE, leaving the w of North Mays Street, over and
across said Lot 5A�fo t therly, westerly and northerly lines
hereof, the follows t (3) courses and distances:
1) N86610' 55"W nce of 14 . 44 feet to the southwesterly
corner re f•
2) NO3° "E, a` distance of 6.00 feet to the northwesterly
corneS a f;'
3) S86A1-0-1;5 , a distance of 14 . 55 feet to the POINT OF
B �Inzcontaining an area of 0.002 acre (87 square feet)
omore or less, within these metes and bounds.
CP 5 .002 ACRES
LACING, at aforementioned REFERENCE POINT 4;
2023031557 Page 14 of 19
FN NO. 22-238 (ABB) Exhibit"A"
NOVEMBER 9, 2022
PAGE 8 OF 8
THENCE, along the westerly line of North Mays Street, being._ the
easterly line of said Lot 5A, along a curve to the right, hZ ving
a radius of 2200.00 feet, a central angle of 0°01134", a��
length of 1.00 feet, and a chord which bears, 5040581? a
distance of 1.00 feet to the POINT OF BEGINNING and nort ter
corner hereof;
THENCE, continuing along the westerly line of North eet,
being the easterly line of said Lot 5A and hereof ' curve
to the right, having a radius of 2200.00 feet, a nt .. angle of
0°09'23", an arc length of 6.00 feet, and a which bears,
S05°04112"W, a distance of 6.00 feet to the sd hea t:erly corner
hereof, from which a 1/2 inch iron rod with "B $.- cap found in
the westerly line of North Mays Street, being a terly line of
said Lot 5A bears along a curve whose chow. bea S10°25'50"W, a
distance of 405. 67 feet;
THRICE, leaving the westerly line of N h ys Street, over and
across said Lot 5A, for the southerl ; y and northerly lines
hereof, the following three (3) co ses d distances:
1) N86°1015511W, a distance; eet to the southwesterly
corner hereof; `i
2) NO3°49'05"E, a distance 0 feet to the northwesterly
corner hereof;
3) S86°10'55"E, aof 11.10 feet to the POINT OF
BEGINNING, conta "area of 0.002 acre (66 square feet)
of land, morgjor s, ithin these metes and bounds.
THE BASIS OF BE G THE SURVEY SHOWN HEREON IS TEXAS STATE
PLANE COORDINAT SYS ;' CENTRAL ZONE, NAD83(2011) , BY UTILIZING
REAL-TIME K11 E, C ( t$K) CORRECTIONS PROVIDED BY RTK COOPERATIVE
NETWORK, MANS D LLTERRA CENTRAL.
I, JOHN �` �I S A REGISTERED PROFESSIONAL LAND SURVEYOR, DO
HEREBY CkRT1•E1Y THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED
BY A SURVEY ON THE GROUND U ER MY DIRECTION AND SUPERVISION.
or.
f 44. �E r
AINTE ONSULTING JOHN TX BILNOSKI D to
)AU
ICES`INC. R.P. S NO. 4998 .�L'�!' T P NOSKI 1
.ALDRICH STREET STAT O TEXAS
E 300 TBPELS # 10194230
IN, TEXAS 78723 john.bilnoski@stantec.com '��;r
2023031557 Page 15 of 19
Exhibit "A"
L2��
00, R 0
0 100 200 300 400 N
1"=200'
LOT 1A
BLOCK 'A'
REPLAT OF LOT 1A, REPLAT
OF LOT 1, BLOCK *A0 OF LOT 4A
CPG PARTNERS COMMERCIAL
TRACT SECTION 1
DOC. NO. 2021121731
ROUND ROCK PREM/UM
4UR£T, LP PAQ• 3-1-5
DOC. NO. 2005040171 Ll
L6 L7 i
SPG ROUND Rom NS, LP P.O.B. REFERENCE
DOC, NO. 200504,.3880POINT 1
PART 1 L14
9-L 1) SAI .SW
RT
PA1 o PROCERT&s LX
L16-
0.379 ACRES 1 ART 3 208111
(16,488 SQ. FT.) QBE REFERENCE
NT 3
WATERLINE EASEMENT ,; f,... C12 PpREFER(ENCE)
75 3-5
LOT SA u7 SEE DETAIL C14 POINT 4 (RP4)
P OR THIS SHEET
PART 3 RT Q002 ACAE8 PA633 u \% LOT 5A P.O.B.
PART 5
(75 SQ. FT.) 24—L26
WATERLINE EASEMENT
L62 L6 Z;N 1-28-1-32 w
PART 4uP 33 L35 o a�
A Q It w z
Q002 ACRE8 L66 T.4 L34 co
(87 SO. FT.) L65 113-, 4' Lag L37 ., 2 a a^
WATERLINE L6 RP4) L36 �' U 3 b�
EASEMENT C14 C�, a Q w
sit PART tf L6t3 =P0 a SEE 2SHEET m Q cm
002 ACREB o
C15 Loz
Ou
a (66 SQ. FT.) }- >
WATHREMNE EINTT v 1 U m p
m r+o. {\ of ray (N.T.S.) ��
to ntec ����.F TF ROUND ROCK
P...G�..rEk.,.t-
r,;: o4s PREMIUM OUTLETS
< .........�........::...
O T fiILN SKt � "�
SHEET 1 OF 4
A1905Street,SuRe 300 t . v Rb
Austin,TX 78723 WATERLINE EASEMENT
TBPELS 110194230
www.stantec.com
2023031557 Page 16 of 19
Exhibit"A"
PART 1 N
0 25 50 75 100 0.379 ACRES
(16,488 SQ. FT.)
WATERLINE EASEMENT
L33 L34 ��.
Px L39
0
40
41 L38 L37 v
42
REFERENCE LOT 5A
POINT 2
BLOCK 'A' CAP
REPLAT OF LOT 1A, REPLAT
OF LOT 1. BLOCK 'A* OF
CPG PARTNERS COMMERCIAL
TRACT SECTION i
DOC. NO. 20211217pj��
ROUND ROa( PREA!W
OUTLET,
DOG: NO. 2080 f
SPG ROUE/ 71► -LP
DOC. . 200
� 2
(2 .) w
NE
PDA � ENT �.
PART 2
L55
�g 47-1-51 CS6
L52 ro 2
X53 -f L57
L59 C8 C7
FN NO.
12190
��
OF.r�' ROUND ROCK
Stantec ���zER � PREMIUM OUTLETS
�� Fa•.ci�
ap,r.►w.
....P..f,OSKI SHEET 2 OF 4
1905�1idrich Street,Suite 300 •;"'. "�
�v tin,Tx 78723 90 WATERLINE EASEMENT
TBPQ.S N 10194230 s ty d
wwwstontec.com
2023031557 Page 17 of 19
Exhibit "A"
LINE TABLE LINE TABLE LINE T
NO. BEARING DISTANCE NO. BEARING DISTANCE NO. BEARING TANCE
L1 SO'03'41'W 50.76' L24 589'55'17"E 2.22' L47 S76'51',59` d:94'
LZ N45'04'33"E 20.23' L25 SO'05'22"E 6.00' L48 513 08� 6.95'
L3 N8456'35"E 28.75' 126 N89'55'17"W 2.24' L49 S ?' 8 93'
L4 N8456'35'E 6.00' L27 SO'05'04"W 141.26' L50 - 3.30'38' 0.76'
1-5 S5'O3'25"E 17.71' L28 S89'55'17'E 6.69' 1,*i S6536'O1"E 13.99'
L6 N84'56'35"E 145.19' L29 SO'14'48"W 5.36' L52 .$88'08'01"E 36.32'
L7 S88'30'41'E 174.39' L30 N89'55'18'W 6.68' L53, S76'38*01'E 47.35'
1-8 N88'30'41'W 40.14' L31 SO'05'04"W 15. d N13'21'59'E 29.39'
L9 S7'29'19'W 6.86' L32 N89*09'00'E 3 5' L55 N58'21'59"E 10.35'
L10 N88'30'41"W 6.00' L33 SSO-57.30"E 4fZ L56 S76'49'02'E 49.54'
L11 N1'29.19"E 6.86' L34 N87'47'30"E 165. L57 N77'31'41'W 45.73'
L12 N8830'41"W 128.50' L35 S78�39'03'E_ 51 Y ' L58 S13'21'59"W .33.88-
L13 S84'56'35'W 173.64' L36 N,76';9'03"9Y 48.58' L59 N88'08'01"W 19.97'
L14 S45*04'33W 15.67' L37 587'47'30"W )165.56- L60 N13'30'38'W 16.70-
L15 SO-05'04'W 85,74' L38 N8013Y30'W 46.94' L61 N86"53'37W 12.74'
L16 N90'00'00'E 2.57' L S89'09'00"W 30.70' L62 N2'23'41'E 5.83'
L17 SO'00'00"E 5.00' 'SO'0.5'04'W 3.23' L63 S8653'37'E 12.85'
r L18 N90'00'00"W 258' L 1 S '05'04"W 10.61' L84 NW-10.55-W 14.44'
L19 SO'05'04'W 51.18'- 0'11'15'W 3.53' L65 N349'OS"E 6.00'
L20 S89'35'17'£ 2 L43 NO-03'41"E 83.39' L66 S86'10'55'E 14.55'
L21 SO'04'43'W 1-44 S13'30'38"E 263.55' L67 N86'10'55"W 10.97'
L22 N89'55'17'W 2. L45 N76-51.59-E 14,95' L68 N3'49'05"E 6.00'
n
L23 SO'OS'04' 2 L46 S13'08'01'E 6.00' L69 S86'10'S5"£ 11.10'
P
FN NO. NOV&AM 2M
> - 2noisiso
awmoNa
�r�`O erF� ROUND ROCK
tantec g G R 9, PREMIUM OUTLETS
Pgmew
HI\ . I NOSKI SHEET 3 Of 4
1905-Aldrich Street.Suite 300 ... ...... ... aa.
Austin,TX 787230419 WATERLINE EASEMENT
TWPELS# 10194230
wwwstanfec.com
2023031557 Page 18 of 19
Exhibit"A"
9cAp 1/2" IRON ROD WITH "BURY' CAP FOUND
4W PK NAIL WITH "STANTEC" WASHER
SITE 0 1/2" IRON ROD WITH "STANTEC" CAP
P.O.C. POINT OF COMMENCMENT
P.O.B. POINT OF BEGINNING
REAP" SAM NOTA
THE BASIS OF BEARING OFVE17 SHt3WN
HEREON IS TEXAS STATE PLA COORDINATE SYSTEM.
�
CENTRAL ZONE. NAD83(2011)S.$Y`.UTILlZIN0
REAL-TIME KINEMATIC (RTK) CORRECTIONS PROVIDED
BY RTK COOPERATIVE NETWORK. MANAGED BY
ALLTERRA CENTRAL. SURFACE DISTANCES SHOWN
HEREON MAY BE CONVERTED TO._ORtD BY MULTIPLYING
VICINITY MAP BY THE COMBINEDFA Oft OF 0.999870053.
N.T.S. 4L7
CURVE TABLE )
NO. LENGTH RADIUS DELTA `BEARING CHORD LENGTH
Cl 15.04' 2200.00' 0'23'30" 244'50'E 15.04'
C2 15.02' 2200.00' 0'2{3'28" S14'2T54'W 15.02'
C3 40.42' 2200.00' ;
EXHIBIT "B"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
2023060655 Page 7 of 12
Exhibit "A"
0.201 ACRE FN. NO. 23-0 B)
ROUND ROCK PREMIUM OUTLET APRIL 26, 3
EASEMENT JOB NO- 2 1
DESCRIPTION
A 0.201 ACRE TRACT OF LAND OUT OF THE EPHRAIM EVANS SU9�4�zl TRACT
NO. 212, SITUATED IN THE CITY OF ROUND ROCK, WILL LINTY,
TEXAS BEING A PORTION OF LOT 5A, BLOCK "A" REPLAT , REPLAT
OF LOT 1, BLOCK "A" OF CPG PARTNERS COMMERCIAL SECTION 1, A
SUBDIVISION OF RECORD IN DOCUMENT NO. 20211217THE OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; Al LOT 5A CONVEYED
TO ROUND ROCK RESIDENTIAL PARTNERS II, LP 1>. OF RECORD IN
DOCUMENT NO. 2021129721 OF SAID OFFICIAL PUPLIC RDS; SAID 0.201
ACRE TRACT BEING MORE PARTICULARLY DESCR BYETES AND BOUNDS
AS FOLLOWS:
COIR ENCING, at a 1/2 inch iron rod w �`ST EC" cap set in the
curving westerly right-of-way line a 8- Street (100' R.O.w. ) ,
being the common easterly corner o Lot A of said Repl.at of Lot
1A, Replat of Lot 1, Block artners Commercial Tract
Section 1 and said Lot SA; <�
THENCE, leaving said common corner, along the westerly line of N.
Mays Street, being the easterly .1ine of said Lot 5A, along a non-
tangent curve to the rid t, having a radius of 2200.00 feet, a
central angle of 11°50'2 " an arc length of 454.66 feet, and a
chord which bears, S0 '1 a distance of 453.85 feet to the
POINT OF BEGrUNING and asterly Corner hereof;
> V
TWMCE, continuin ` a westerly line of N. Mays Street, being
the easterly lif id Lot 5A, for a portion of the easterly
line hereof a 6n, radialcurve to the right, having a radius
of 2200.00y' , �__ ehtral angle of 00623'26", an arc length of
15.00 fee h �Yiord which bears, S08°29'10"W, a distance of
15. 00 f t h nd of said curve;
TE3CNC$, e ng the westerly line of N. Mays Street, over and
acros§ Lot 5A, for a portion of the easterly line and the
south > Iy ne hereof, the following eight (8) courses and
dis n
\ Na-1'24'10"W, a distance of 10.00 feet to the point of
,curvature of a non-tangent curve to the right;
2023060655 Page 8 of 12
FN NO. 23-054 (ABB) Exhibit "A"
APRIL 26, 2023
PAGE 2 OF 3
2) Along said non-tangent curve to the right, having a rad' f
2190.00 feet, a central angle of 05036103", an arc leAqtj� i
214 .08 feet, and a chord which bears, S11028'56"W, a ��st-ahQe
of 214.00 feet to the southeasterly corner hereof, f4ta,which
a 1/2 inch iron rod with "BURY" cap found in the- Westerly
line of N. Mays Street, being the easterly l' e/ dJ Lot
5A bears S04033'09"W, a distance of 55. 66 feet;
3) N78°39'03"W, a distance of 41. 17 feet to an g int;
4) S87047'30"W, a distance of 173.22 feet t ' an a point;
5) S33021122"W, a distance of 36. 83 feet to a 'g.l
e point;
6) S76050116"W, a distance of 26. 56 f e t angle point;
7) S13°09144"E, a distance of 50.37 t an angle point;
8) S69°16'51"W, a distance of .59 eet to a point in the
easterly line of Lot 1A o aRlat of Lot IA, Replat of
Lot 1, Block "A" of CP / ar bmmercial Tract Section 1,
being the westerly li of sai Lot 5A, for the southwesterly
corner hereof; `
THWC$, N13°30138"W, along the easterly line of said Lot 1A, being
the westerly line of sai -Lot 5A, for a portion of the westerly
line hereof, a distant 5,12 feet to an angle point;
THWCB, leaving t.fw e r line of said Lot lA, over and across
said Lot 5A, for at /of the westerly line and the northerly
line hereof, the at
eleven (11) courses and distances:
1) N69°161 1" a stance of 12 .55 feet to an angle point;
2) N1 distance of 52.22 feet to the northwesterly
co
3) N76 ' E, a distance of 35.56 feet to an angle point;
4) 1� 02 ' 2"E, a distance of 38.56 feet to an angle point;
5 °47130"E, a distance of 182.72 feet to an angle point;
8°39103"E, a distance of 28. 65 feet to the point of
curvature of a non-tangent curve to the left;
2023060655 Page 9 of 12
FN NO. 23-054 (ABB) Exhibit "A"
APRIL 26, 2023
PAGE 3 OF 3
7) Along said non-tangent curve to the left, having a radi
2175. 00 feet, a central angle of 5°37'12", an arc le
213.35 feet, and a chord which bears, N11005 '51"E, a is e
of 213.26 feet to the end of said curve; C
8) $81024 ' 10"E, a distance of 25.00 feet to th \` OF
BEGINNING, containing an area of 0.201 acre (6 9 quare
feet) of land, more or less, within these me bunds .
THE BASIS OF BEARING OF THE SURVEY SHOWN HERE T XAS STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD$3( ) , ' BY UTILIZING
REAL-TIME KINEMATIC (RTK) CORRECTIONS PROVID B K COOPERATIVE
NETWORK, MANAGED BY ALLTERRA CENTRAL.
I, JOHN T. BILNOSKI, A REGISTERED PROI:ESS.1O D SURVEYOR, DO
HEREBY CERTIFY THAT THE PROPERTY DESCRIBED IN WAS DETERMINED
BY A SURVEY MADE ON THE GROUND UNDER MY ' REC ON AND SUPERVISION.
STANTEC
SERVICES CONCULTING ROPAIL. . .BIO: OS_. Date JOHNT BILNOSKI
��X 4 998 ;... ....I...........V.
1905 ALDRICH STREET STATE Off,3`EXAS �4 •4998
SUITE 300 ,.T]�PELS # '10194230 . 46%
AUSTIN, TEXAS 78723 bilnoski@stantec.com
O.
O
2023060655 Page 10 of 12
Exhibit "A"
44 OV
(100,
N
0.W)
LOT 4A
2
0 100 200 soo 400
Qw
1'=200' FUTURE DRAINAGE �\ �
& STORM
SEWER EASEMENT'-,."
LOT I A
d
BLOCK 'A' L
REPLAT OF LOT 1A, REPLAT �I t
OF LOT 1, BLOCK 'A' OF
CPG PARTNERS COMMERCIAL I f 2!
TRACT SECTION 1 I v
DOC. NO, 2021121731
T7.4L
i 7NERS LP i
G►OG: NO. f r
2021129721 !
0m, RES L,s ��t PDA
,7 4-,$ 1 FT. C2�
C8 ) L1
o
L12 L14 L15Lll
'a�Zm
L10 L5L4 L3 �2 3:13
cF L6 CA- 80wo
L9 L8 L7 M Q co N
53 m r�i z
N> r ao
I � -;mz
I15- DRA tMMAM j-- O
DOC. 20 21731 4
Ile, e) I ,M�
FN
2=rnw
ROUND ROCK
Stantec '4 � �R PREMIUM OUTLETS
a %`
.................�... �
SHEET 1 Of 2
1905 Aldrich Street,Suite 300 M L SKI ; line
Austin,Tc 78723 % EASEMENT
1BPELS #F-6324 & #10144230
wwwstantec.com Jf
2023060655 Page 11 of 12
Exhibit "A"
Wmo
Ocpp 1/2" IRON ROD WITH "BURY CAP
O 1/2- IRON ROD WITH "STANTEC'
SITE P.O.C. POINT OF COMMENCMENT
P,0.6. POINT OF BEGINNING
O
BEARINO BAW NOTE
` THE BASIS OF SEARING SHOWN
ND HEREON IS TEXAS STA DINATE SYSTEM,
>s CENTRAL ZONE, NAD BY UTILIZING
REAL—TIME KINEMA TK RECTIONS PROVIDED
BY RTK COOPERATIVE MANAGED BY
ALLTERRA CENTRAL, SURFS DISTANCES SHOWN
HEREON MAY BE CON TW_ TO GRID BY MULTIPLYING
VICINITY MM BY THE COM(7 ACTOR OF 0.999874053.
N.T.S.
CURVE T
NO. LENGTH RADIUS DELTA NG CHORD LENGTH
Cl 454.66' 2200.00' 11FW'51
'W 453.85'
C2 15.00' 2200.00' '26' "w 15.00,
C3 214.08' 2190.00' 5 "W 214.00'
C4 213.35' 21 5'37'12' 'E 213.26'
0
x
0
r UNE TABLE Q UNE TABLE LINE TABLE
p
NO. BEARING DISTAN BEARING DISTANCE NO. BEARING DISTANCE
L1 N8124'10'111! 00' 7 S13'09'44'E 50.37' L13 N33.21'22'E 38.56'
L2 54^.13' L8 S69'16'51'W 27.59' L14 N8747'30'E 182.72'
L3 N 1 L9 N13730'38'W 15.12' L15 S78'39.03'E 28.65'
$m L4 SST 7 2' L10 N6916'51'E 12.55' L16 S81'200'E 25.00'
N S-
L5 .83' L11 N13'09'44"W 52.22'
c
L6 26.56' L12 N76'50'16'E 35.58'
r
ORFN Arai=
I 2=12uo
cce�ua�
ROUND ROCK
tantec PREMIUM OUTLETS
o �
• .•.......... ... SHEET 2 OF 2
1905 Aldrich Street,Suite 300 `OH .
Austin,TX 78723 ^ �; '' ' EASEMENT
TBPELS #F-d324 8 #10194230 0
wwwstontec.com '' ��
EXHIBIT "C"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
0. 076 ACRE FN. NO. 23-141 (ABB)
ROUND ROCK PREMIUM OUTLET OCTOBER 10, 2023
ELECTRIC EASEMENT JOB NO. 222012150
DESCRIPTION
A 0.076 ACRE TRACT OF LAND OUT OF THE EPHRAIM EVANS SURVEY ABSTRACT
NO. 212, SITUATED IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY,
TEXAS BEING A PORTION OF LOT SA, BLOCK "A" REPLAT OF LOT 1A, REPLAT
OF LOT 1, BLOCK "A" OF CPG PARTNERS COMMERCIAL TRACT SECTION 1, A
SUBDIVISION OF RECORD IN DOCUMENT NO. 2021121731 OF THE OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID LOT 5A CONVEYED
TO ROUND ROCK RESIDENTIAL PARTNERS II, LP BY DEED OF RECORD IN
DOCUMENT NO. 2021129721 OF SAID OFFICIAL PUBLIC RECORDS; SAID 0.076
ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
CODMENCING, at a 1/2 inch iron rod with "STANTEC" cap set in the
curving westerly right-of-way line of N. Mays Street (100' R.O.W. ) ,
being the common easterly corner of Lot 4A of said Replat of Lot
1A, Replat of Lot 1, Block "A" of CPG Partners Commercial Tract
Section 1 and said Lot 5A;
THENCE, leaving said common corner, along the westerly line of N.
Mays Street, being the easterly line of said Lot 5A, along a non-
tangent curve to the right, having a radius of 2200. 00 feet, a
central angle of 17012 '48", an arc length of 660. 94 feet, and a
chord which bears, S05003124"W, a distance of 658.46 feet to a
point;
THENCE, N76020' 12"W, leaving the westerly line of N. Mays Street,
over and across said Lot 5A, a distance of 35 . 00 feet to a point
in the curving westerly line of that certain 15' Public Utility
Easement of record by deed of record in Document No. 2006100942 of
said Official Public Records for the POINT OF BEGINNING and
northeasterly corner hereof;
THENCE, along the westerly line of said 15' Public Utility Easement
of record, continuing over and across said Lot 5A, for the easterly
line hereof, along a non-tangent curve to the right, having a
radius of 2165.00 feet, a central angle of 0015'56", an arc length
of 10.03 feet, and a chord which bears, S13047 ' 45"W, a distance of
10. 03 feet to the southeasterly corner hereof;
THENCE, leaving the westerly line of said 15' Public Utility
Easement of record, continuing over and across said Lot 5A, for
the southerly line hereof, the following four (4) courses and
distances:
FN NO. 23-141 (ABB)
OCTOBER 10, 2023
PAGE 2 OF 2
1) N80034144"W, a distance of 16. 68 feet to an angle point;
2) S88033146"W, a distance of 233. 13 feet to an angle point;
3) S76026'05"W, a distance of 4 .40 feet to an angle point;
4) S01019108"W, a distance of 68. 42 feet to an angle point;
5) N90000100"W, a distance of 7 .39 feet to a point in the
easterly line of Lot lA of said Block "A" Replat of Lot 1A,
Replat of Lot 1, Block "A" of CPG Partners Commercial Tract
Section 1, being the westerly line of said Lot 5A, for the
southwesterly corner hereof, from which a 112 inch iron rod
with "STANTEC" cap set at the southwesterly corner of said
Lot 5A bears S13030138"E, a distance of 246.57 feet;
THENCE, N13030138"W, along the easterly line of said Lot 1A, being
the westerly line of said Lot 5A, for a portion of the westerly
line hereof, a distance of 10.22 feet to an angle point;
THENCE, leaving the easterly line of said Lot 1A, over and across
said Lot 5A, for a portion of the westerly line and the northerly
line hereof, the following four (4) courses and distances:
1) N01019108"E, a distance of 66.40 feet to the northwesterly
corner hereof;
2) N76026105"E, a distance of 13. 15 feet to an angle point;
3) N88033' 46"E, a distance of 235. 15 feet to an angle point;
4) S80034 ' 44"E, a distance of 18.39 feet to the POINT OF
BEGINNING, containing an area of 0.076 acre (3, 315 square
feet) of land, more or less, within these metes and bounds.
I, JOHN T. BILNOSKI, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO
HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED
BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION.
hh �,,..QF
IT
STANTEC CONSULTING JOHN BILNOSKI Date ..
SERVICES INC. R.P. . NO. 4998 JOHN T.BILNOSKI
1905 ALDRICH STREET STA O TEXAS .........4998.................
SUITE 300 TBPELS # 10194230 ��
AUSTIN, TEXAS 78723 john.bilnoski@stantec.com �'VO g8Su• O�
\� (100
N
I I
LOT 4A
0 100 200 300 400
1"=200'
Ali W Q
LOT 1A P.O.C. 113
q o
BLOCK 'A' LOT 5A
REPLAT OF LOT ]A, REPLAT I I Q o
OF LOT 1 , BLOCK 'A' OF ROUND ROCK
CPG PARTNERS COMMERCIAL RES/DEN77AL II Z
TRACT SECTION l PARTNERS //, LP I I V
DOC. NO, 2021121731 DOC. NO. ( I v
2021129721 I I i=o
15' PUBLIC UTILITY I Q
EASEMENT
DOCUMENT NO. v 4 N
2006100942 _y
0.076 ACRES
(3,315 SQ. FT.) 11
EASEMENT
P.O.B. 11
L10 L11 L12 // L� zz
L9 / Q � z
a
L4 L2 L2 C2 � 2
L L8 L5 )
RN \1A
�m rIVA
JUR\l iii z
�� � � r� �� r� a0
J
" o
o^ NO
00
C' FN NO.23-141(ABB)
OCTOBER 2023
o
Client/Project
ROUNDROCK
Stantec F PREMIUM OUTLETS
F9u•e No.
4`
y:' S7.
1905 Aldrich Street,Suite 300 / ....:.... ..... .....�.� SHEET 1 OF 2
Tule
Austin,TX 78723 I SKI ELECTRIC EASEMENT
TBPELS #F-6324 & # 10194230 �1O 9�P:
www.sfantec.com \
/ \ 9 SUFt�
LEGEND
GEORGOO M O 112- IRON ROD WITH "STANTEC" CAP SET
/ P.O.C. POINT OF COMMENCMENT
SI TE P.O.B. POINT OF BEGINNING
0
BEARING BASIS NOTE
THE BASIS OF BEARING OF THE SURVEY SHOWN
NO HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM,
ROCK CENTRAL ZONE, NAD83(2011), BY UTILIZING
REAL—TIME KINEMATIC (RTK) CORRECTIONS PROVIDED
BY RTK COOPERATIVE NETWORK, MANAGED BY
ALLTERRA CENTRAL. SURFACE DISTANCES SHOWN
HEREON MAY BE CONVERTED TO GRID BY MULTIPLYING
VICINITY MAP BY THE COMBINED SCALE FACTOR OF 0.999870053.
N T.S
CURVE TABLE
NO. LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
Cl 660.94' 2200.00' 17'12'48" S05'03'24"W 658.46'
a
C2 10.03' 2165.00' 0'15'56" Sl 3'47'45"W 10.03'
X
a�
0
0
0
N
g' LINE TABLE LINE TABLE LINE TABLE
a c: NO. BEARING DISTANCE NO. BEARING DISTANCE NO. BEARING DISTANCE
z0 L1 N76'20'12"W 35.00' L5 S1'19'08"W 68.42' L9 N1'19'08"E 66.40'
H Y
o° L2 N80'34'44"W 16.68' L6 N90'00'00"W 7.39' L10 N76'26'05"E 13.15'
N m
Nom L3 588'33'46"W 233.13' L7 S13'30'3 33
8"E 246.57' Lll N88' '46"E 235.15'
CV
N�
L4 S76'26'05"W 4.40' LS I N13'30'38"W 10.22' L12 S80'34'44"E 18.39'
U�
O
O o
S FN NO.23-141(ABB) OCT08ER2023
>N 222012150
Crienl/Project
ROUNDROCK
Stant@C ,� QF'?'F'�9 PREMIUM OUTLETS
t�GAS TER�O•.� \ F9ure No.
1905 Aldrich Street,Suite 300 IL I t4 „ SHEET 2 OF 2 _
r k
Austin,TX 78723 "l P .....y ELECTRIC EASEMENT
TBPELS #F-6324 & # 10194230 ��FessN°
www.stantec.com tip SUF�v
EXHIBIT "D"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
Exhibit D
SCOTT AND WITE MEMORIAL HOSPITAL
DOG: NO. 97,W54
DOC. NO. 2005043916
+ENr
'3me ioz �
c�D 'a
DDtau
Na 2 7 =req 2°417E 127737�r
0.
Aar
w �
OE
_ E
0
70012
Of
Ot
oAA \
PMT 1-°379 ACRE
•AlE%ME EA.SEIIEIIt I
DOC.NO.4023031567 � I I
OICTM EASO"T
w DOC.NO.
O w
I I
STOW
I •
I I>aCC I I
SEVER ANO
I I ❑ ❑
DRAMRAINA IM E T NO' T
p2CUYENt
4023oeo665 I
I
—TLJIF--
I I I
I ��I I •
I I I
AND DRAINAG
ENCROACHMEN
e
LECTR AN
WATER ENCROACHME 1
Round Rock Multifamily Ph 2 Mml >.*Horn
Exhibit D- 0 60' 120' 5301 o,th, etat e PDO Y
4600 N.Mays Street, Round Rock,Texas 78664 5 2ce 2273 73s
!� JULY 2024S.e fP•�Regie sVabm No.F-928GRAPHIC SCALE 60'
EXHIBIT "E"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
0.076 ACRE FN. NO. 23-141 (ABB)
ROUND ROCK PREMIUM OUTLET OCTOBER 10, 2023
ELECTRIC EASEMENT JOB NO. 222012150
DESCRIPTION
A 0.076 ACRE TRACT OF LAND OUT OF THE EPHRAIM EVANS SURVEY ABSTRACT
NO. 212, SITUATED IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY,
TEXAS BEING A PORTION OF LOT 5A, BLOCK "A" REPLAT OF LOT 1A, REPLAT
OF LOT 1, BLOCK "A" OF CPG PARTNERS COMMERCIAL TRACT SECTION 1, A
SUBDIVISION OF RECORD IN DOCUMENT NO. 2021121731 OF THE OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID LOT 5A CONVEYED
TO ROUND ROCK RESIDENTIAL PARTNERS II, LP BY DEED OF RECORD IN
DOCUMENT NO. 2021129721 OF SAID OFFICIAL PUBLIC RECORDS; SAID 0.076
ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
COMMENCING, at a 1/2 inch iron rod with "STANTEC" cap set in the
curving westerly right-of-way line of N. Mays Street (100' R.O.W. ) ,
being the common easterly corner of Lot 4A of said Replat of Lot
1A, Replat of Lot 1, Block "A" of CPG Partners Commercial Tract
Section 1 and said Lot 5A;
THENCE, leaving said common corner, along the westerly line of N.
Mays Street, being the easterly line of said Lot 5A, along a non-
tangent curve to the right, having a radius of 2200. 00 feet, a
central angle of 17°12 ' 48", an arc length of 660. 94 feet, and a
chord which bears, S05003124"W, a distance of 658.46 feet to a
point;
THENCE, N76020 ' 12"W, leaving the westerly line of N. Mays Street,
over and across said Lot 5A, a distance of 35.00 feet to a point
in the curving westerly line of that certain 15' Public Utility
Easement of record by deed of record in Document No. 2006100942 of
said Official Public Records for the POINT OF BEGINNING and
northeasterly corner hereof;
THENCE, along the westerly line of said 15' Public Utility Easement
of record, continuing over and across said Lot 5A, for the easterly
line hereof, along a non-tangent curve to the right, having a
radius of 2165.00 feet, a central angle of 0015156", an arc length
of 10.03 feet, and a chord which bears, S13047145"W, a distance of
10. 03 feet to the southeasterly corner hereof;
THENCE, leaving the westerly line of said 15' Public Utility
Easement of record, continuing over and across said Lot 5A, for
the southerly line hereof, the following four (4) courses and
distances:
FN NO. 23-141 (ABB)
OCTOBER 10, 2023
PAGE 2 OF 2
1) N80034144"W, a distance of 16. 68 feet to an angle point;
2) S88033146"W, a distance of 233. 13 feet to an angle point;
3) S76026105"W, a distance of 4 .40 feet to an angle point;
4) S01019'08"W, a distance of 68. 42 feet to an angle point;
5) N90000'00"W, a distance of 7.39 feet to a point in the
easterly line of Lot lA of said Block "A" Replat of Lot 1A,
Replat of Lot 1, Block "A" of CPG Partners Commercial Tract
Section 1, being the westerly line of said Lot 5A, for the
southwesterly corner hereof, from which a 1/2 inch iron rod
with "STANTEC" cap set at the southwesterly corner of said
Lot 5A bears S13030138"E, a distance of 246.57 feet;
THENCE, N13°30'38"W, along the easterly line of said Lot 1A, being
the westerly line of said Lot 5A, for a portion of the westerly
line hereof, a distance of 10.22 feet to an angle point;
THENCE, leaving the easterly line of said Lot 1A, over and across
said Lot 5A, for a portion of the westerly line and the northerly
line hereof, the following four (4) courses and distances:
1) N01019108"E, a distance of 66.40 feet to the northwesterly
corner hereof;
2) N76026105"E, a distance of 13. 15 feet to an angle point;
3) N88033 ' 46"E, a distance of 235. 15 feet to an angle point;
4) S80034 ' 44"E, a distance of 18.39 feet to the POINT OF
BEGINNING, containing an area of 0.076 acre (3, 315 square
feet) of land, more or less, within these metes and bounds.
I, JOHN T. BILNOSKI, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO
HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED
BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION.
!b/IdZ i ,.%-0 FRS,
STANTEC CONSULTING JOHN BILNOSKI Date g'Q *
%.....................r...
SERVICES INC. R.P. . NO. 4 998 JOHN T.BfLNOSKI
1905 ALDRICH STREET STA O TEXAS • :••••••............••••••
SUITE 300 TBPELS # 10194230 �O,p 4998
AUSTIN, TEXAS 78723 john.bilnoski@stantec.com ��O'8lJRo••O
Bq
p-
06 DRQ
N
I I
LOT 4A
II
0 100 200 300 400 o z�;o
1"=200'
it e
If W
LOT 1A P.O.C. I,
BLOCK 'A' LOT 5A co
REPLAT OF LOT IA, REPLAT I I } o
OF LOT 1 , BLOCK 'A' OF ROUND ROCK I
CPG PARTNERS COMMERCIAL RES/DENIIAL II Z
TRACT SECTION 1 PARTNERS l/, LP I I v
DOC. N0. 2021121731 DOC. NO. II
2021129721 I I =o
15' PUBLIC UTILITY (( Q
EASEMENT
DOCUMENT NO. v N
CD 2006100942 —�
0.076 ACRES !
(3,315 SQ. FT.) !!
CD
EASEMENT I!I
" P.O.B. /!
L10 L11 L12 // L1 061
v
3 L9 L3 ! a z �
aC2 � a �
t LB L5 L2 �/a
a o
DY L6 a ca w a
:_° m U) o
r U��1 r`� � � 0
o�
00
04 C4
FN NO.23-141(ABB) ! OCTOBER
CkenUProjec,
ROUND ROCK
Stantec dF r PREMIUM OUTLETS
�P•G\S Tf Fq—N.
1905 Aldrich Street,Suite 300 / y SHEET 1 OF 2
I ..... .. ....
....v. Title
Austin,TX 78723 �' 4 1 9,� SKI ELECTRIC EASEMENT
TBPELS #F-6324 & # 101942300 P.
www.stantec.com "'Ess\
��-iUF
LEGEND
`EORMT0WW O 1/2" IRON ROD WITH "STANTEC" CAP SET
P.O.C. POINT OF COMMENCMENT
SITE P.O.B. POINT OF BEGINNING
N
1
gg
S = BEARING BASIS NOTE
THE BASIS OF BEARING OF THE SURVEY SHOWN
ROUND HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM,
ROCK CENTRAL ZONE, NAD83(2011), BY UTILIZING
REAL—TIME KINEMATIC (RTK) CORRECTIONS PROVIDED
BY RTK COOPERATIVE NETWORK, MANAGED BY
ALLTERRA CENTRAL. SURFACE DISTANCES SHOWN
HEREON MAY BE CONVERTED TO GRID BY MULTIPLYING
VICINITY MAP BY THE COMBINED SCALE FACTOR OF 0.999870053.
N T.S.
CURVE TABLE
NO. LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
3 Cl 660.94' 2200.00' 17'12'48" S05'03'24"W 658.46'
a
C" C2 10.03' 2165.00' 0'15'56" S13'47'45"W 10.03'
X
N
O
O
N
0
N
N
N
°' LINE TABLE LINE TABLE LINE TABLE
'D c: NO. BEARING DISTANCE NO. BEARING DISTANCE NO. BEARING DISTANCE
/L
Z° Lt N76'20'12"W 35.00' L5 S1'l9'08"W 68.42' L9 N1'19'08"E 66.40'
�Y
L2 N80'34'44"W 16.68L6 N90'00'00"W 7.39' L10 N76'26'05"E 13.15'
N m
om L3 S88'33'46"W 233.13' L7
N S13'30'38"E 246.57' L11 N88'33'46"E 235.15'
N�
m10
L4 S7626'05"W 4.40' L8 N13'30'38"W 10.22 L12 S80'34'44"E 18.39'
U�
O
O O
FN NO.23-141(ABB) OCT�t2 150
23
COent/Project
Stantec ROUND ROCK
PSE FRF�y PREMIUM OUTLETS
R9we No.
1905 Aldrich Street,Suite 300 SHEET 2 OF 2
f) IL 1
rite
Austin,TX 78723 'ti ' .' .•.� ELECTRIC EASEMENT
TBPELS #F-6324 & # 10194230 �9 ss�o`' O�
www.stantec.com ��S... .
EXHIBIT "F"
TO
INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF
ROUND ROCK AND THE CITY OF GEORGETOWN
ELECTRIC EASEMENT
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
This Electric Easement Agreement (this "Agreement") is made on the day of
,202_,at Georgetown,Texas,between Round Rock Residential Partners II, L.P.,
a Delaware limited partnership, whose address is 8343 Douglas Avenue, Suite 360, Dallas, Texas
75225 (hereinafter referred to as "Grantor"), and the City of Georgetown, Texas, a Texas home-
rule municipal corporation, whose address is P.O. Box 409 Georgetown, Texas 78627, ATTN:
Georgetown City Secretary(herein referred to as"Grantee").
1. For the good and valuable consideration described in Paragraph 2 below, Grantor
hereby GRANTS, SELLS and CONVEYS to Grantee, its successors and assigns, an
EXCLUSIVE easement and right-of-way (the "Easement") for the placement,
construction, operation, repair, maintenance, replacement, upgrade, rebuilding,
relocation and/or removal of electric utility and telecommunication lines and related
facilities (collectively, the "Facilities") on, over, under, and across the following
described property of the Grantor,to wit:
Being all that certain tract, piece or parcel of land lying and being
situated in the County of Williamson, State of Texas, being more
particularly described by metes and bounds in Exhibit A and
depicted by sketch in Exhibit B, each attached hereto and made a
part hereof for all purposes(the"Easement Area").
2. The Easement and the rights and privileges herein conveyed, are granted for and in
consideration of the sum of One and No/100 Dollars ($1.00) and other good and
valuable consideration to Grantor in hand paid by Grantee,the receipt and sufficiency
of which is hereby acknowledged and confessed.
3. The Easement, with its rights and privileges, shall be used only for the purpose of
placing, constructing, operating, repairing, maintaining, rebuilding, replacing,
upgrading, relocating, and/or removing the Facilities. The Easement additionally
includes the following rights: (1) the right to change the size of the Facilities; (2)the
right to relocate the Facilities within the Easement Area; and (3) the right to remove
from the Easement Area all trees and parts thereof, or other obstructions, which
endanger or may interfere with the efficiency and maintenance of the Facilities.
4. The duration of the Easement is perpetual.
5. Grantor and Grantor's heirs, personal representatives, successors, and assigns are and
shall be bound to WARRANT and FOREVER DEFEND the Easement and the rights
conveyed in this Agreement to Grantee and Grantee's successors and assigns, against
every person lawfully claiming or to claim all or any part thereof.
GEORGETOWN ELECTRIC EASEMENT Page 1 of 4
RR Multifamily Phase 2(SDP 2101-0002)
6. The Easement, and the rights and privileges granted by this Agreement, are
EXCLUSIVE to Grantee,and Grantee's successors and assigns,and Grantor covenants
that neither Grantor nor any of Grantor's heirs,personal representatives, successors,or
assigns shall convey any other easement, license, or conflicting right to use in any
manner,the area(or any portion thereof) covered by this grant.
7. This Agreement contains the entire agreement between the parties relating to its subject
matter. Any oral representations or modifications concerning this Agreement shall be
of no force and effect. Any subsequent amendment or modification must be in writing
and agreed to by all parties.
8. The terms of this Agreement shall be binding upon Grantor, and Grantor's heirs,
personal representatives, successors, and assigns; shall bind and inure to the benefit of
the Grantee and any successors or assigns of Grantee; and shall be deemed to be a
covenant running with the land.
[Signatures on the following pages]
GEORGETOWN ELECTRIC EASEMENT Page 2 of 4
RR Multifamily Phase 2(SDP 2101-0002)
IN WITNESS WHEREOF, Grantor and Grantee have caused this instrument to be
executed on the dates set forth herein.
GRANTOR:
Round Rock Residential Partners II, L.P., a
Delaware limited partnership
By: Columbus Round Rock II GP, LLC, a Texas
limited liability company, its General Partner
By:
Name: Robert Shaw
Title: Manager
By:
Name: Richard Reupke
Title: Manager
STATE OF TEXAS §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
202_,by Robert Shaw, Manager of Columbus Round Rock II GP, LLC, a Texas limited liability
company, General Partner of Round Rock Residential Partners II, L.P., a Delaware limited
partnership, on behalf of said limited partnership.
Notary Public, State of Texas
STATE OF TEXAS §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
202_, by Richard Reupke, Manager of Columbus Round Rock II GP, LLC, a Texas limited
liability company,General Partner of Round Rock Residential Partners II,L.P.,a Delaware limited
partnership, on behalf of said limited partnership.
Notary Public, State of Texas
GEORGETOWN ELECTRIC EASEMENT Page 3 of 4
RR Multifamily Phase 2(SDP 2101-0002)
GRANTEE:
City of Georgetown, a Texas home-
rule municipal corporation
By:
David Morgan
City Manager
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of ,
202 , by David Morgan, City Manager of the City of Georgetown, a Texas home-rule
municipal corporation, on behalf of said corporation.
Notary Public, State of Texas
APPROVED AS TO FORM:
Andrew Culpepper, Sr. Assistant City Attorney
2-f
AFTER RECORDING, RETURN TO GRANTEE:
City of Georgetown
Attn: Real Estate Services
P.O. Box 409
Georgetown, Texas 78627
GEORGETOWN ELECTRIC EASEMENT Page 4 of 4
RR Multifamily Phase 2(SDP 2101-0002)