Z-08-11-13-11C13 - 11/13/2008ORDINANCE NO. 00 -it- (7->.-- i IGS
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF
THE CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION
11.401(2)(a), CODE OF ORDINANCES (1995 EDITION), CITY OF
ROUND ROCK, TEXAS, AND MAKING THIS AMENDMENT A
PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO
ORIGINALLY ZONE 907.691 ACRES OF LAND, KNOWN AS
AVERY CENTRE, IN ROUND ROCK, WILLIAMSON COUNTY,
TEXAS, AS PLANNED UNIT DEVELOPMENT (PUD) NO. 84.
WHEREAS, the City of Round Rock, Texas has recently
annexed 907.691 acres of land, known as Avery Centre, in Round
Rock, Williamson County, Texas, being more fully described in
Exhibit "A" (the "Property"), attached hereto and incorporated
herein, and
WHEREAS, the Planning and Zoning Commission held a public
hearing concerning the original zoning of the Property on the
30th day of September, 2008, following lawful publication of the
notice of said public hearing, and
WHEREAS, after considering the public testimony received at
such hearing, the Planning and Zoning Commission has recommended
that the Official Zoning Map be amended so that the Property in
Exhibit "A" be originally zoned as Planned Unit Development (PUD)
No. 84, and
WHEREAS, on the 13th day of November, 2008, after proper
notification, the City Council held a public hearing on the
proposed original zoning, and
WHEREAS, the City Council determines that the zoning
provided for herein promotes the health, safety, morals and
protects and preserves the general welfare of the community, and
0:\WDOX\ORDINANC\81113C13. DOC/rmc
Original Zoning Ordinance 6/06
WHEREAS, each and every requirement set forth in Chapter
211, Sub -Chapter A., Texas Local Government Code, and Section
11.300 and Section 11.400, Code of Ordinances (1995 Edition),
City of Round Rock, Texas concerning public notices, hearings,
and other procedural matters has been fully complied with, Now
Therefore
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND
ROCK, TEXAS:
I.
That the City Council has hereby determined the Planned
Unit Development (PUD) No. 84 meets the following goals and
objectives:
(1) The development in PUD No. 84 is equal to or superior
to development that would occur under the standard
ordinance requirements.
(2) P.U.D. No. 84 is in harmony with the general purposes,
goals, objectives and standards of the General Plan.
(3) P.U.D. No. 84 does not have an undue adverse effect
upon adjacent property, the character of the
neighborhood, traffic conditions, parking, utilities
or any other matters affecting the public health,
safety and general welfare.
(4) P.U.D. No. 84 will be adequately provisioned by
essential public facilities and services including
streets, parking, drainage, water, wastewater
facilities, and other necessary utilities.
(5) P.U.D. No. 84 will be constructed, arranged and
maintained so as not to dominate, by scale and massing
of structures, the immediate neighboring properties or
interfere with their development or use in accordance
with any existing zoning district.
2
H.
That the Official Zoning Map adopted in Section
11.401(2)(a), Code of Ordinances (1995 Edition), City of Round
Rock, Texas, is hereby amended so that the zoning classification
of the property described in Exhibit "A", attached hereto and
incorporated herein shall be, and is hereafter designated as,
Planned Unit Development (PUD) No. 84, and that the Mayor is
hereby authorized and directed to enter into the Development
Plan for PUD No. 84 attached hereto as Exhibit "B", which
agreement shall govern the development and use of said property.
III.
A. All ordinances, parts of ordinances, or resolutions in
conflict herewith are expressly repealed.
B. The invalidity of any section or provision of this
ordinance shall not invalidate other sections or provisions
thereof.
C. The City Council hereby finds and declares that
written notice of the date, hour, place and subject of the
meeting at which this Ordinance was adopted was posted and that
such meeting was open to the public as required by law at all
times during which this Ordinance 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.
3
Alternative 1.
By motion duly made, seconded and passed with an
affirmative vote of all the Council members present, the
requirement for reading this ordinance on two separate days was
dispensed with.
READ, PASSED, and ADOPTED on first reading this el
day
of NJC CM/l-z� "v , 2008.
Alternative 2.
READ and APPROVED on first reading this the day of
, 2008.
READ, APPROVED and ADOPTED on second reading this the
day of , 2008.
ATTEST:
StA/M—*Mkt
ALAN MCGRAW, Mayor
City of Round Rock, Texas
SARA L. WHITE, City Secretary
4
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EXHIBIT A
LEGAL DESCRIPTIONS
Avery Tract West of A.W. Grimes (aka FM1460) 433.152 Acres
Avery Tract East of A.W. Grimes (aka FM1460) 514.099 Acres
Seton Tract 10.525 Acres
SUBTOTAL 957.776 Acres
SAVE AND EXCEPT
Texas A&M Health Science Center
Tract One 15.000 Acres
Tract Two 11.314 Acres
Tract Three 23.771 Acres
TOTAL SAVE AND EXCEPT 50.085 Acres
NET ACRES WITHIN AVERY CENTRE PUD 907.691 Acres
EXHIBIT
"A"
Avery
433.152 Acres Tract
Page 1 of 11
DESCRIPTION
FOR A 433.152 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY ABSTRACT NO. 215, THOMAS TOBY SURVEY ABSTRACT
NO. 624, THOMAS TOBY SURVEY ABSTRACT NO. 625 AND WILLIS
DONAHOE SURVEY ABSTRACT NO. 173 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF A REMNANT PORTION OF PARCEL
TWO, A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY RANCH
COMPANY, LTD., OF RECORD IN DOCUMENT NUMBER 2002071336,
O.P.R.W.C., TX, SAID 433.152 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH, IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 'A" iron rod found with'Baker-Aicklen" cap on the west right-of-way line of
Farm to Market 1460 (80 foot right-of-way width), said point being the eastern terminus of the
Boundary Line Agreement between Avery Ranch Company, Ltd. and Wallin Family
Investments, L.P. of record in Document No. 2004000841 of the Official Public Records of said
County, for the southeast corner and POINT OF BEGINNING hereof;
THENCE with said Avery / Wallin Boundary Line Agreement, S 68° 23' 29" W for a distance
of 1387.54 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion
of said 1200.19 acre tract, same being the northwest corner of a remainder of a called 152.38
acre tract of land as described in that deed to Wallin Family Investments, L.P. of record in
Document No. 2003057844 of the Official Public Records of said County, same being a point in
the northeast line of a called 2.05 acre tract of land as described in that deed to Todd Wayne
Frank and recorded in Document No. 2000080601 of the Official Public Records of said County,
for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northeast line of said 2.05 acre tract, N 23° 08' 00" W for a distance of 111.06 feet to a 6"x 6"
concrete monument found for the northeast corner of said 2.05 acre tract, for an angle point
hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 2.05 acre tract, S 69° 26' 04" W for a distance of 219.14 feet to a'A" iron
rod found for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being in
part the northwest line of said 2.05 acre tract and in part the northwest line of a called 1.30 acre
tract of land as described in that deed to James Franzetti and recorded in Document No.
Avery
433.152 Acres Tract
Page 2 of 11
2000069853 of the Official Public Records of said County, S 69° 19' 30" W for a distance of
213.10 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the northwest corner of said 1.30 acre tract, also being the
northeast corner of a called 93.74 acre tract of land as described in that deed to Ardalia E. Martin
and recorded in Volume 2571, Page 709 of the Official Records of said County, for an angle
point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 93.74 acre tract, S 68° 43' 16" W for a distance of 1778.25 feet to a cedar
fence post found for the southwest comer of the Remnant Portion of said 1200.19 acre tract,
same being the southeast corner of a called 43.524 acre tract of land as described in that deed to
the City of Round Rock and recorded in Document No. 9730900 of the Official Records of said
County, for the southwest corner hereof, from which a 1" iron rod found for the northwest corner
of said 93.74 acre tract bears, S 68°36'21" W for a distance of 442.93 feet;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 43.524 acre tract, the following six (6) courses and distances:
1) N 10° 39' 34" W for a distance of 174.08 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
2) N 18° 26' 59" W for a distance of 108.08 feet to a Y2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
3) N 30° 26' 56" W for a distance of 86.47 feet to a Y2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
4) N 36° 12' 01" W for a distance of 170.18 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
5) N 78° 26' 31" W for a distance of 340.75 feet to a fence post found for an angle point
hereof, and
6) N 12° 44' 54" W pass a'/2" iron rod found at a distance of 376.37feet, continuing for a total
distance of 423.52 feet to a Y2" iron rod found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the southwest comer of Lot 5, Lakeside Subdivision
Section Three, a subdivision recorded in Cabinet V, Slides 22 — 24 of the Plat Records of
said County, for an angle point hereof,
THENCE with a north line of the Remnant Portion of said 1200.19 acre tract, same being in part
with the south line of said Lakeside Subdivision Section Three, N 68° 55' 30" E for a distance of
Avery
433.152 Acres Tract
Paae 3 of 11
1558.72 feet to a %" iron rod found for an angle point of the Remnant Portion of said 1200.19
acre tract, same being the southeast corner of Lot 1 of said Lakeside Subdivision Section Three,
for an angle point hereof;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being in
part with the east line of said Lot 1 and the east line of Lakeside Subdivision Section Four, a
subdivision recorded in Cabinet X, Slides 285 — 286 of the Plat Records of said county, also in
part with a Boundary Line Agreement recorded in Document No. 2003042829 of the Official
Public Records of said County, the following seven (7) courses and distances:
1) N 22° 21' 13" W for a distance of 146.26 feet to a 1/2" iron rod found for an angle point
hereof,
2) N 19° 58' 40" W for a distance of 274.69 feet to a '/2" iron rod found for an angle point
hereof,
3) N 32° 19' 26" W for a distance of 417.14 feet to a railroad spike found for an angle point
hereof,
4) N 30° 39' 24" W for a distance of 200.21 feet to a railroad spike found for an angle point
hereof,
5) N 26° 03' 59" W, pass at feet 166.90, the southeast terminus of Gulf Way (60 foot right-of-
way width), same being the northeast corner of said Lot 1, and pass at 227.13 feet, the
northeast terminus of said Gulf Way, same being the southeast corner of Lot 54, Block E of
said Lakeside Subdivision Section Four, continuing for a total distance of 992.04 feet to a
1/2" iron rod found for an angle point hereof,
6) N 27° 31' 10" W for a distance of 364.09 feet to a '/2" iron rod found for an angle point
hereof, and
7) N 09° 46' 05" W for a distance of 276.20 feet to a railroad spike found for the northeast
corner of said Lakeside Subdivision Section Four, same being the southern terminus of a
Boundary Line Agreement between Charles Needham Avery, Jr. etal and John H. May and
Grace Josephine May of record in Volume 958, Page 772 of the Deed Records of said
County, also being the most southerly southeast corner of a 98.20 acre tract of land as
described in that deed to The State of Texas and recorded in Document No. 2005098710 of
the Deed Records of said County, for an angle point hereof,
Avery
433.152 Acres Tract
Page 4 of 11
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 98.20 acre tract, also being said Avery / May Boundary Line Agreement, the
following seven (7) courses and distances:
1) N 11° 27' 05" W for a distance of 360.26 feet to a 1/2" iron rod found for an angle point
hereof,
2) N 71° 51' 48" E for a distance of 93.72 feet to a 60d nail found in fence post for an angle
point hereof,
3) S 65° 47' 14" E for a distance of 128.41 feet to a '/2" iron rod found for an angle point
hereof,
4) S 80° 01' 56" E for a distance of 84.67 feet to a PK nail found for an angle point hereof,
5) N 63° 44' 01" E for a distance of 106.68 feet to a '/2" iron rod found for an angle point
hereof,
6) N 44° 20' 38" E for a distance of 8.73 feet to a 1/2" iron rod found for an angle point hereof,
and
7) N 58° 59' 14" E for a distance of 125.12 feet to a '6" iron rod found for an angle point
hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
three (3) courses and distances:
1) S 39° 52' 43" E for a distance of 223.95 feet to a '/2" iron rod with "Baker-Aicklen" cap
to be set for an angle point hereof,
2) N 58° 04' 46" E for a distance of 1219.87 feet to a 1/2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof, and
3) with the arc of a curve to the left. having a radius of 25.00 feet, an arc length of
37.02 feet, a central angle of 84° 50' 57", and a chord which bears N 15° 39' 17" E for a
distance of 33.73 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a point of
tangency hereof on the west right-of-way line of County Road 112 (120 foot right-of-way
width), as recorded in Document No. 2005010992 of the Official Public Records of said
County,
Avery
433.152 Acres Tract
Page 5 of 11
THENCE with the west right-of-way line of said County Road 112 the following four (4)
courses and distances:
1) N 26° 46' 12" W for a distance of 22.85 feet to a '/Z" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a ''/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears, N 63°13' 48" E for a distance of 120.00 feet,
2) with the arc of a curve to the left, having a radius of 2050.00 feet, an arc length of 672.26
feet, a central angle of 18° 47' 20", and a chord which bears, N 36° 09' 52" W for a
distance of 669.25 feet to a '/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, from which a %" iron rod found with "Baker-Aicklen" cap for a point of
tangency on the east right-of-way line of said County road 112 bears, N 44° 26' 28" E for
a distance of 120.00 feet,
3) N 45° 33' 32" W for a distance of 831.75 feet to a '/z" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears., N 44° 26' 28" E for a distance of 120.00 feet, and
4) with the arc of a curve to the right, having a radius of 2150.00 feet, an arc length of
687.88 feet, a central angle of 18° 19' 53", and a chord which bears N 36° 23' 35" W for
a distance of 684.95 feet to a '4" iron rod with "Baker-Aicklen" cap to be set for a point
of reverse curvature hereof,
THENCE leaving the west right-of-way line of said County road 112 and through the interior of
the Remnant Portion of said 1200.19 acre tract the following two (2) courses and distances:
1) with the arc of a curve to the left having a radius of 25.00 feet, an arc length of 36.28 feet,
a central angle of 83° 09' 08", and a chord which bears N 68° 48' 13" W for a distance
of 33.18 feet to a '/z" iron rod with "Baker-Aicklen" cap to be set for a point of tangency
hereof, and
2) S 69° 37' 13" W for a distance of 770.73 feet to a'/" iron rod with "Baker-Aicklen" cap
to be set for a point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract, from which a '/z" iron rod found for an
angle point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract bears, S 17° 11' 24" E for a distance of
636.50 feet,
Avery
433.152 Acres Tract
Page 6 of 11
THENCE with the west boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the east boundary line of said 98.20 acre tract, same being the east boundary line of said
Boundary Line Agreement, N 17° 11' 24" W for a distance of 1251.94 feet to a %" iron rod
found with "Baker-Aicklen" cap for the northwest corner of the Remnant Portion of said 1200.19
acre tract, same being the northeast corner of said 98.20 acre tract, same being the northern
terminus of said Boundary Line Agreement, same being a point on the south right-of-way line of
University Boulevard, also known as C. R. 114, (90 foot right-of-way width), from which a '/z"
iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary line of said
98.20 acre tract, sane being a point on the south right-of-way line of said University Boulevard
bears, S 69° 32' 28" W fora distance of 1012.30 feet;
THENCE with the north line of the Remnant Portion of said 1200.19 acre tract, same being the
south right-of-way line of said University Boulevard, and in part with the northern terminus of
the right-of-way of said County Road 112, N 69°37'13" E for a distance of 1238.56 feet to a %"
iron rod found with "Baker-Aicklen" cap for the most northerly northeast corner hereof from
which a 1/4" iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary
line of a called 101.376 acre tract of land in deed to Texas State University System as recorded
in Document No. 2004014440 of the Official Public Records of said County, same being a point
on the south right-of-way line of said University Boulevard bears, N 69° 37' 13" E for a distance
of 336.01 feet;
THENCE with the west boundary line of said 101.376 acre tract, same being the east boundary
line of the Remnant Portion of said 1200.19 acre tract the following eight (8) courses and
distances:
1) S 20° 22' 47" E for a distance of 564.54 feet to a %2" iron
cap for an angle point hereof,
2) S 17° 38' 39" W for a distance of 89.29 feet to a ''/s" iron
cap for an angle point hereof,
3) S 20° 22' 47" E for a distance of 70.25 feet to a '/z" iron
cap for an angle point hereof,
4) S 58° 24' 13" E for a distance of 89.29 feet to a '/z" iron
cap for an angle point hereof,
5) S 20° 22' 47" E for a distance of 444.54 feet to a '/2" iron
cap for an angle point hereof,
rod found with "Baker-Aicklen"
rod found with 'Baker-Aicklen"
rod found with "Baker-Aicklen"
rod found with "Baker-Aicklen"
rod found with "Baker-Aicklen"
Avery
433.152 Acres Tract
Page 7 of 11
6) S 30° 01' 22" E for a distance of 888.97 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
7) S 07° 12' 33" W for a distance of 131.28 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof, and
8) S 44° 26' 28" W for a distance of 132.56 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for a point on the east right-of-way line of said County Road 112 hereof,
THENCE with the east right-of-way line of said County Road 112, same being the west
boundary line of said 101.376 acre tract the following three (3) courses and distances:
1) S 45° 33' 32" E for a distance of 401.00 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 2170.00 feet, an arc length of
711.61 feet, a central angle of 18° 47' 20", and a chord which bears S 36° 09' 52" E for a
distance of 708.42 feet, to a 1/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, and
3) S 26° 46' 12" E for a distance of 34.88 feet to a %2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
THENCE leaving the east right-of-way line of said county Road 112, with the south boundary
line of said 101.376 acre tract; with a north boundary line of the Remnant Portion of said
1200.19 acre tract the following three (3) courses and distances:
1) N 58° 04' 46" E for a distance of 644.52 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for an angle point hereof,
2) N 21° 08' 47" W for a distance of 58.77 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for an angle point hereof, and
3) N 29° 59' 07" E for a distance of 999.48 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for the southeast corner of said 101.376 acre tract, same being an angle
point of the Remnant Portion of said 1200.19 acre tract for an angle point hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
nine (9) courses and distances:
Avery
433.152 Acres Tract
Page 8 of 11
1) S 50° 40' 33" E for a distance of 14.47 feet to a' 2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a central angle of 22° 48' 56", and a chord which bears S 39° 16' 05" E
for a distance of 237.60 feet to a ''/2" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof,
3) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
241.76 feet, a central angle of 23° 03' 42", and a chord which bears S 16° 19' 46" E
for a distance of 240.13 feet to a 1/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
4) S 04° 47' 55" E for a distance of 437.63 feet to a %2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
5) with the arc of a curve to the left, having a radius of 50.00 feet, an arc length of
83.42 feet, a central angle of 95° 35' 50", and a chord which bears S 52° 35' 49" E for
a distance of 74.08 feet to a 'W' iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof..
6) with the arc of a curve to the left, having a radius of 415.00 feet, an arc length of
285.59 feet, a central angle of 39° 25' 47", and a chord which bears N 59° 53' 22" E
for a distance of 279.99 feet to a 1/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
7) N 40° 10' 29" E for a distance of 130.92 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
8) with the arc of a curve to the right, having a radius of 545.00 feet, an arc length of
272.74 feet, a central angle of 28° 40' 24", and a chord which bears N 54° 30' 41" E
for a distance of 269.91 feet to a 1/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof, and
9) N 68° 50' 53" E for a distance of 245.68 feet to a 1/2" iron rod with "Baker-Aicklen"
cap to be set for a point on the east boundary line of the Remnant Portion of said
1200.19 acre tract, same being a point on the west right-of-way line of said F. M. 1460,
THENCE with the east boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the west right-of-way line of said Farm to Market 1460 the following four (4) courses and
distances:
Avery
433.152 Acres Tract
Page 9 of 11
1) S 21° 08' 56" E for a distance of 1166.37 feet to an iron rod found with "Vara" cap for a
point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 1106.28 feet, an arc length of
646.41 feet, a central angle of 33° 28' 42", and a chord which bears, S 04° 24' 15" E for a
distance of 637.25 feet to a TXDOT Type I concrete monument found (destroyed) for a
point of tangency hereof,
3) S 12° 20' 39" W for a distance of 2839.20 feet to an iron rod found with "Vara" cap for an
angle point hereof, and
4) S 12° 15' 20" W for a distance of 54.01 feet to the POINT OF BEGINNING and
containing 433.152 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during August and September, 2003.
Surveyed under the direct supervision of the undersigned during August and September, 2003:
, o3 2 s 2cp8
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512)-260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY@CHANDLER RD\METES & BOUNDS\AVERY 433 AC
PUD.DOC
SKETCH TO ACCOMPANY DESCRIPTION
UNIVERSITY BOULEVARD (90' R.O.W.) C.R. 114 _
L56 T L33 o L57
APPROXIMATE LOCATION OF SURVEY UNE
BOUNDARY UNE
AGREEMENT
VOLUME 958, PAGE 772
O.R.W.C., TX
THE STATE OF TEXAS
DOC. # 2005098710
DEED RECORDS
WILLIAMSON COUNTY,
TEXAS
N
BOUNDARY LINE
AGREEMENT
VOLUME 958, PAGE 772
O.R.W.C., TX
LAKESIDE SUBDIVISION
SECTION FOUR CABINET X,
SLIDES 285 & 286
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS \
1
Ag1\7s�RA y
1 O• etr.
g
LOT 1
(CALLED 46.300 ACRES)
LAKESIDE SUBDIVISION
SECTION THREE CABINET V,
SLIDES 22 - 24
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
LOT 5
(2.159 ACRES)
D.E. & S.S.E.
LOT 6
(1.463 ACRES)
PARKLAND
L31
DETAIL
SEE PAGE 2
DETAIL
SEE PAGE 2
LEGEND
• 1/2" IRON ROD FOUND
O IRON ROD FOUND WITH VARA CAP
O 1" IRON ROD FOUND
o 1/2" IRON ROD FOUND WITH
"BAKER-AICKLEN" CAP
• 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP TO BE SET
• PK NAIL FOUND 10
N
A 60D NAIL FOUND IN FENCE POST (1)
❑ 6"X6" CONCRETE
MONUMENT FOUND
• TXDOT TYPE I CONCRETE
MONUMENT FOUND
• RAILROAD SPIKE FOUND
* FENCE POST FOUND
(CALLED 101.376 ACRES)
TEXAS STATE UNIVERSITY
SYSTEM
DOC. #2004014440
O.P.R.W.C., TX
0
0
L50
L28
L54
V
L12
(CALLED 43.524 ACRES)
CIN OF ROUND ROCK,
TEXAS
DOCUMENT # 9730900
r O.P.R.W.C., TX
r -
BOUNDARY LINE
AGREEMENT
DOCUMENT NO. 2003042829
O.P.W.C., TX
APPROXIMATE LOCATION OF SURVEY LINE
0 300 600
L5
APPROXIMATE LOCATION OF SURVEY UNE
(CALLED 1.30 ACRES)
JAMES FRANZETTI
DOC. 2000069853
O.P.R.W.C., TX
(CALLED 2.05 ACRES)
TODD WAYNE FRANK
(CALLED 93.74 ACRES)
ARDAUA E. MARTIN
VOLUME 2571, PAGE 709
O.R.W.C., TX
L4 L3
DOC. 2000080601
O.P.R.W.C., TX
REMNANT PORTION OF
(PARCEL TWO)
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY.
LTD.
DOC. #2002071336
OFFICIAL PUBLIC
RECORDS,
WILLIAMSON COUNTY,
TEXAS
DESCRIPTION FOR
(CALLED 1200.19 ACRES)
VOLUME 305, PAGE 228
DEED RECORDS,
WILLIAMSON COUNTY,
TEXAS
BOUNDARY LINE
AGREEMENT
DOC. #2004000841
O.P.R.W.C., TX \ `y`5
L1
REMAINDER OF A
I (CALLED 152.38 ACRES)
WALLIN FAMILY
INVESTMENTS, L.P.
DOC. #2003057844/
O.P.R.W.C., TX
DATE: SEPTEMBER 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE10 OF 11
APPROXIMATE LOCATION OF SURVEY UNE
POINT OF BEGINNING
APPROXIMATE LOCATION OF 5
WILLIS DONAHOE STJRVEY
ABSTRACT NO. 173
I
BAKER-AICKLEN
& ASSOCIATES. INC.
CEDAR P AK,1%7O613
Engineer. • ELrveyore • GIS • Planning ara amnm
BAPROJECT3\AVERY.CMANOLER RO\000'IVORY\AVERY 433 AC PIA 0140RY.Iv9 (433 AC PUO BMW My 19, 2000 - 4i0Pm
SKETCH TO ACCOMPANY DESCRIPTION
NUMBER
RADIUS
ARC
CEN. ANGLE
CH. BRG.
CHORD
C1
25.00'
37.02'
84°50'57"
N 15°39'17" E
33.73'
C2
2050.00'
672.26'
18°47'20"
N 36°09'52" W
669.25'
C3
2150.00'
687.88'
1899'53"
N 36'23'35" W
684.95'
C4
25.00'
36.28'
83°09408"
N 68°48'13" W
33.18'
C5
2170.00'
711.61'
18°47'20"
S 36°09'52" E
708.42'
C6
600.64'
239.18'
22°48'56"
S 39°16'05" E
237.60'
C7
600.64'
241.76'
23°03'42"
S 1699'46" E
240.13'
C8
50.00'
83.42'
95°35'50"
S 52°35'49" E
74.08'
C9
415.00'
285.59'
39°25'47"
N 59°53'22" E
279.99'
C10
545.00'
272.74'
28°40'24"
N 54°30'41" E
269.91'
C11
1106.28'
646.41'
33°28'42"
S 04°24'15" E
637.25'
NUMBER
BEARING
DISTANCE
L1
S 68°23'29" W
1387.54'
L2
N 23°08'00" W
111.06'
L3
S 69°26'04" W
219.14'
L4
S 6999'30" W
213.10'
L5
S 68°43'16" W
1778.25'
L6
N 10°39'34" W
174.08'
L7
N 18°26'59" W
108.08'
18
N 30°26'56" W
86.47'
L9
N 36°12'01" W
170.18'
L10
N 78°26'31" W
340.75'
L11
N 12°44'54" W
423.52'
L12
N 68°55'30" E
1558.72'
L13
N 22°21'13" W
146.26'
L14
N 19°58'40" W
274.69'
L15
N 32°19'26" W
417.14'
L16
N 30°39'24" W
200.21'
L17
N 26°03'59" W
992.04'
118
N 27°31'10" W
364.09'
L19
N 09°46'05" W
276.20'
L20
N 11°27'05" W
360.26'
L21
N 71°51'48" E
93.72'
L22
S 65°47'14" E
128.41'
L23
S 80°01'56" E
84.67'
L24
N 63°44'01" E
106.68'
L25
N 44°20'38" E
8.73'
L26
N 58°59'14" E
125.12'
L27
S 39°52'43" E
223.95'
L28
N 58°04'46" E
1219.77'
L29
N 26°46'12" W
22.85'
L30
N 45°33'32" W
831.75'
L31
S 69°37'13" W
770.73'
L32
N 1791'24" W
1251.94'
L33
N 69°37'13" E
1238.56'
L34
S 20°22'47" E
564.54'
L35
S 17°38'39" W
89.29'
L36
S 20°22'47" E
70.25'
L37
S 58°24'13" E
89.29'
L38
S 20°22'47" E
444.54'
L39
S 30°01'22" E
888.97'
L40
S 07°12'33" W
131.28'
141
S 44°26'28" W
132.56'
L42
S 45°33'32" E
401.00'
L43
S 26M6'12" E
34.88'
L44
N 58°04'46" E
644.52'
L45
N 21°08'47" W
58.77'
L46
N 29°59'07" E
999.48'
L47
S 50°40'33" E
14.47'
L48
S 04°47'55" E
437.63'
L49
N 40°10'29" E
130.92'
L50
N 68°50'53" E
245.69'
L51
S 21°08'56" E
1166.37'
L52
S 12°20'39" W
2839.20'
153
S 1295'20" W
54.01'
L54
S 68°36'21" W
442.93'
L55
S 17°11'24" E
636.50'
L56
S 69°32'28" W
1012.30'
L57
N 69°37'13" E
336.01'
L58
N 63°13'48" E
120.00'
L59
N 44°26'28" E
120.00'
L60
N 44°26'28" E
120.00'
DATE: SEPTEMBER, 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE 11 OF 11
BAKER-AICKLEN
& ASSOCIATES. INC.
Engineers • Surveyors • OIS • Planning 019 24037011
e:\PROJECTS\AVERY°CNANOLER RO\01VG-BNORY\AVERY 433 AC P00 BNORYA°/ (433 AC P00 111277 (211 MT 29. 2000 - 403p2
No Text
Aver' Ranch Co.. Ltd.
514.099 Acres Tract
Pate 1 of 9
DESCRIPTION
FOR A 514.099 ACRE TRACT OF LAND SITUATED IN THE WILLIS
DONAHOE SURVEY, ABSTRACT NO. 173, THE JOHN L. JUSTICE
SURVEY, ABSTRACT NO. 356, THE THOMAS GLASSCOCK SURVEY,
ABSTRACT NO. 255 AND THE THOMAS TOBY SURVEY, ABSTRACT NO.
625, BEING: A PORTION OF A REMNANT PORTION OF A CALLED
1200.19 ACRE TRACT DESCRIBED 1N DEET) TO AVERY RANCH
COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336, OF TI -1E
OFFICIAL PUBLIC RECORDS OF WILI.,IAMSON COUNTY, TEXAS, ALL
OF THAT CERTAIN "'1'ItACT IV" DESCRIBED IN DEED TO AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NO. 20020713 36,
OF "f HE OFFICIAL PU13I.:1C RECORDS OF WILLIAMSON COUNTY,
TEXAS AND ALL OF THAT CERTAIN MISSOURI -KANSAS RAILROAD
COMPANY TRACT IN QUITCLAIM DEED OF RECORD IN VOLUME 773,
PAGE 652 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS.
SAID 514.099 ACRE TRACT A.S SHOWN ON THE ACCOMPANYING
SURVEY PLAT IS MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a 1/2" iron rod with a plastic cap stamped "Baker-Aick.len" set on a point in the
east right-of-way line of Farm to Market 1460 (80' right-of-way width). said point being the
southwest corner of a called 1629.95 acre tract described in deed to Nelson Homestead Family
Partnership, Ltd. of record in Document No. 9824078 of said Official Public Records, same
being the northwest corner of said Remnant Portion of called 1200.19 acre. tract for the northwest
corner and POINT OF' BEGINNING hereof, from which a Texas Department of Transportation
Type I concrete monument found on the east right-of-way Iine of said Farm to Market 1460
bears, with said right-of-way line, N 21°09'23" W a distance of 2423.31 feet:
THENCE departing the east right-of-way line of said Farm to Market 1460 with, in part the
south boundary line of said 1629.95 acre tract, same being the north boundary line of said
Remnant Portion of called 1200.19 acre tract and the northerly boundary tine of said Missouri -
Kansas Railroad Company tract, the following thirteen (13) courses and distances:
1. N 71'14'10" E fora distance of 811.35 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof.
2. N 71°54'04" E for a distance of 1.1.70.00 feet to an iron rod with an aluminum cap
stamped Texas Department of Transportation found on a point in the northerly boundary
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Aare 2 of 9
line of said Missouri -Kansas Railroad Company tract for an angle point in the northerly
boundary line hereof,
3. With the northerly boundary line of said Missouri -Kansas Railroad Company tract. N
05°53'55" E for a distance of 688.95 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
4. N 64°53'24" E for a distance of 463.84 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
5. N 72°11'45" E for a distance of 721.67 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
6. N 02°04'01" E for a distance of 488.30 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
7. S 67°35'59" E for a distance of 116.10 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
8. N 70°4.1'01" E for a distance of 828.30 feet to an angle point in the northerly boundary
line hereof,
9. N 10°20'59" W for a distance of 611.10 feet to an angle point in the northerly boundary
line hereof.
10, N 70°34'01" E for a distance of 125.00 feet to an angle point in the northerly boundary
line hereof,
11. S 47°24'59" E for a distance of 847.20 feet to an angle point in the northerly boundary
line hereof,
12. S 77°34'59" E for a distance of 430.60 feet to an angle point in the northerly boundary
line hereof.
13. S 50°31'39" E for a distance of 305.60 feet to an angle point in the northerly boundary
line of a called 868.54 acre tract of land described in deed to Nelson Homestead Family
Partnership. Ltd. of record in Document No. 9824076 of the Official Records of
Williamson County, Texas for the easternmost northeast corner hereof
THENCE with the northerly and westerly boundary line of said 868.54 acre tract, same being
�
the easterly boundary line of said Remnant Portion of called 1200.19 acre tract the following
seven (7) courses and distances:
A very Ranch Co.. Ltd.
514.099 Acres Traci
Page 3 of 9
1. S 78°3.1'05" W for a distance of 154.20 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the easterly boundary line hereof,
2. S 88°41'01" W for a distance of 186.40 feet to an angle point in the easterly boundary
line hereof.
3. N 64°22'59" W for a distance of 267.20 feet to an angle point in the easterly boundary
line hereof.
4. S 68°31'14" W for a distance of 1352.8(1 feet to a wood fence post for an angle point in
the easterly boundary line hereof.
5. S 21°33'28" E for a distance of 1403.90 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
6. S 69°08'32" W for a distance of 527.14 feet to a wood fence post for an angle point in
the easterly boundary line hereof:
7. S 08°04'56" E. at 282.74 feet, pass a wood fence post .in the north margin of County
Road 112, a roadway that is maintained by Williamson County and used by the public,
continuing for a total distance of 308.60 feet to a cotton gin spindle with a washer
stamped "Baker-Aicklen" set on a point in the centerline of said County Road 112, for an
angle point in the east boundary line hereof;
THENCE Nvith the centerline of said County Road 112, same being the southerly boundary line
of said 868.54 acre tract. N 70°06'20" E for a distance of 1419.94 feet to a cotton gin spindle
with a washer stamped "Baker-Aickien" set for an angle point in the east boundary line hereof:
THENCE crossing said County Road 112, S 21°41'55" E for a distance of 42.51 feet to a 1/2"
iron rod with a plastic cap stamped "Baker-Aicklen" set on a point in the south margin of said
County Road 112, said point being the northwest corner of the aforementioned Tract IV, for an
angle point in the east boundary line hereof;
THENCE with the south margin of said County Road 112, as fenced on the ground,
N 69°54'57" E for a distance of 789.16 feet to a wood fence post at the intersection of the south
margin of said County Road 112 with the west margin of County Road 117. a roadway that is
maintained by Williamson County and used by the public, for an angle point in the east boundary
line hereof:
THENCE with the west margin of said County Road 117; as fenced on the ground,
S 21°06'17" E for a distance of 2389.52 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof;
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 4of9
THENCE crossing said County Road 117, the following three (3) courses and distances:
1. N 68°09'05" E for a distance of 150.03 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen' set for an angle point in the east boundary line hereof,
2. S 23°01'55" E for a distance of 56.67 feet to a cotton gin spindle with a washer stamped
"Baker-Aicklen" set for the southeast corner hereof,
3. S 69°.1.9'05" W for a distance of 8.61 feet to a 1/2" iron rod found on a point in the west
margin of said County Road 117, said point being the northeast corner of a called 4.9958
acre tract of land described in deed to Kenneth J. Pine and \ isam. B. Pine ofrecord in
Document No. 2000058706 of the Official Public Records of Williamson County, Texas
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 4.9958 acre tract S 68°15'17" W for a distance
of 737.14 feet to a 1/2°' iron rod found on a point being the northwest corner of said 4.9958 acre
tract, same being the northeast corner of a called 2.49 acre tract of land described in deed to
Thomas J. Pruett and Peggy R. Pruett of record. in Volume 864, Page 606 of the Deed Records of
said County for an angle point in the south boundary line hereof:
THENCE with the north boundary line of said 2.49 acre Pruett tract. S 68°25'01." W for a
distance of 184.97 feet to a 1/2" iron rod found on a point being the northwest corn.er of said
2.49 acre Pruett tract, same being the northeast corner of a called 2.49 acre tract of land
described in deed to Donna J. Conley of record in Document No. 2006079806 of the Official
Public Records of Williamson County. Texas, for an angle point in the south boundary line
hereof;
THENCE with the north boundary line of said 2.49 acre Conley tract. S 68°12'15" W for a
distance of 209.84 feet to a 1/2" iron rod found on a point being the northwest corner of said
2.49 acre Conley tract, same being the northeast corner of a called 5.00 acre tract of land
described in deed to William E Bills of record in Document No. 199946700 of th.e Official
Public Records of Williamson County. Texas, for an angle point in the south boundary line
hereof;
THENCE with the north boundary line of said 5.00 acre tract, S 68°21'40" W for a distance of
531.50 feet to a 1/2" iron rod found on a point being the northwest corner of said 5.00 acre tract,_
same being the northeast corner of a called 77.757 acre tract of land described in deed to
Continental Homes of Texas of record in Document No. 2002025858 of said Official Public
Records, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 77.757 acre tract, S 68°55'37" W for a distance
of 1260.21 feet to a 1/2" iron rod found on a point being the northwest corner of said 77.757 acre
Avery Ranch Co.. l...td.
514.099 Acres Tract
Page 5 of 9
tract, same being the northeast corner of "Saddlebrook Estates. Section 2", a subdivision
according to the plat of record in Cabinet F, Slides 42-43 of the Plat Records of Williamson
County, Texas, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said "Saddlebrook Estates. Section 2",
S 68°53'46"W for a distance of 1228.56 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set on a point being the northwest corner of said "Saddlebrook Estates. Section
2", same being the northeast corner of "Saddlebrook Estates. Section 1" a subdivision according
to the plat of record in Cabinet F. Slides 40-41 of said Plat Records, for an angle point in the
south boundary line hereof;
THENCE with the north boundary line of said "Saddlebrook Estates, Section 1",
S 68°50'49" W for a distance of 630.00 feet to a 1/2" iron rod found on a point being the
northwest corner of said "Saddlebrook Estates. Section I", same being the northeast corner of
"Pecan Hills", a subdivision according to the plat of record in Cabinet E, Slide 349 of said Plat
Records, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said `Pecan Hills", S 68°51'53" W for a distance of
610.06 feet to a 1/2" iron rod found on a point in the east boundary line of a called 152.38 acre
tract of land described in deed to the Wallin Family Investments of record in Document No.
2003057844 of the Official Public Records of Williamson County. Texas, said point being the
northwest corner of said "Pecan Hills". for an angle point in the south boundary line hereof;
THENCE with the east boundary line of said 152.38 acre tract, N 21°41'12" W for a distance of
29.80 feet to a 5/8" iron rod found on a point being the northeast corner of said 152.38 acre tract,
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 152.38 acre tract, S 68°51'29" W for a distance
of 46.34 feet to the northeast corner of a called 33.302 acre tract of land described in deed to the
State of Texas of record in Volume 1970, Page 515 of the Official Records of Williamson
County, Texas, for a point in the south boundary line hereof;
THENCE with the north boundary line of said 33.302 acre tract. S 68°51'29" W for a distance
of 112.27 feet to the northwest corner of said 33.302 acre, same being the northeast corner of
said 152.38 acre tract, for a point in the south boundary line hereof:
THENCE with the north boundary line of said 152.38 acre tract, same being the south boundary
line of said Remnant Portion of called 1200.19 acre tract, the following three (3) courses and
distances:
1. S 68°51'29" W for a distance of 76.85 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 6 of 9
2. N 21°44'50" W for a distance of 239.44 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
3. S 68°40'10" W for a distance of 1741.32 feet to a l/2'' iron rod with a plastic cap
stamped "Baker-Aicklen" set on a point in the east right-of-way line of the
aforementioned Farm to Market 1460, said point being the northwest corner of said
152.38 feet, same being the southwest corner of said Remnant Portion of called 1200.19
acre tract, for the southwest corner .hereof:
THENCE with the east right-of-way line of said Faun to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following five (5)
courses and distances:
1. N 12°20'27" E, at 7.23 feet, pass a Texas Department of Transportation Type I concrete
monument found, continuing for a total distance of 2686.94 feet to a 1/2" iron rod with a
plastic cap stamped "Baker-Aicklen" set for an angle point in the west boundary line
hereof.
2. N 57°20'27" E for a distance of 56.58 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereon,
3. N 12°20'27" E for a distance of 80.01 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen' set for an angle point in the west boundary line hereof
4. N 31°54'33" W .for a distance of 57.33 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set at
5. With said curve to the left having a radius of 1185.92 feet, a delta angle of 07°27'03", an
arc length of 154.22 feet and a chord which bears N 08°36'42" E for a distance of 154.11
feet to a 112" iron rod with a plastic cap stamped "Baker-Aicklen" set on a point at the
intersection of the east right-of-way line of said Farm to Market 1460 with the south
right-of-way line of County Road 112, said County Road 112 right-of-way being a called
3.346 acre tract, described in deed to Williamson County of record in Document No.
2005010992 of the Official Public Records of Williamson County. Texas, for an angle
point in the west boundary line hereof;
THENCE departing the east right-of-way line of said Farm to Market 1460, with the boundary
line of said 3.346 acre (County Road 112) tract, the following nine (9) courses and distances:
1. N 85°03'43" E for a distance of 555.78 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angIe point in the west boundary line hereof,
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 7 of 9
2. N 80°29'16" E for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curvet() the left in the west boundary line
hereof,
3. With said curve to the lett having a radius of 1540.00 feet, a delta angle of 15°59'02", an
arc length of 429.62 feet and a chord which bears N 77°04'11" E fora distance of 428.23
feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aic.klen" found for an angle
point in the vest boundary line hereof,
4. N 69°04'40" E for a distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary Line hereof,
5. N 20°55'20" W for a distance of 80.00 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof,
6. S 69°04'40" W fora distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the right in the west boundary line
hereof.
7. With said curve to the right having a radius of 1460.00 feet, a delta angle of 15°59'02".
an arc length of 407.30 feet and a chord which bears S 77°04'1.1" W for a distance of
405.98 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an
angle point in the west boundary line hereof..
8. S 89°38'09" W for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof,
9. S 85°03'43" W for a distance of 541.25 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found on a point at the intersection of the east right-of-way line of said
Farm to Market 1460 with the north right-of-way line of said County Road 1 12, for a
point at the beginning of a curve to the left in the west bound.ary line hereof,
THENCE with the east right-of-way line of said Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following two (2) courses
and distances:
1. With said curve to the left having a radius of 1185.92 feet, a delta angle of 20°11'33", an
are length of417.95 feet and a chord which bears N 11°03'09" W for a distance of
415.79 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set for an angle
point in the west boundary line hereof,
Avery Ranch Co., Ltd.
514.099 Acres Tract
Page 8 of 9
2. N 21°09'23" W for a distance of 496.07 feet to the POINT OF BEGINNING hereof
and containing 514.099 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during June and July 2005.
Surveyed under the direct supervision of the undersigned during July, 2005:
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
2/
/Z.v‘.-4
Job No.: 0608-2-004-20
Filename: W:\PRO.IECTS.AV1.;R\` 515 AC \4FTES&BOUNDS`.514.099 ACRE TRACT.DOC
61.1 IlrLL
60UNOIRE SURVEY
511.059 ACRE RYCI N TE MLLES
0040510E ARAE . SISTMCI M0. 73. TE
JONI L N31KE 50x107. I85m5.T M0.
356. THE 1M0UM GLESS000K SURVEY.
AMSIRACT 100. 355 5a RE MORES 5067
5IRN67, ABSIRICT R0. 625. ME*VISON
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CAWAVERY RANCH COMPANY
BAKER•AICKLAN
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Seton Round Rock
10.525 Acre Tract
Pace 1 of 4
DESCRIPTION
FOR A 10.525 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY; ABSTRACT 215 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NUMBER
2002071336, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,
TEXAS, SAID 10.525 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH; IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a 4" iron rod with plastic cap stamped "Baker-Aicklen"
found on a point being the southeast corner of a called 101.376 acre tract of land in deed to
Texas State University Systems of record in Document. No. 2004014440 of the Official Public
Records of Williamson County, Texas, same being the southwest corner of Lot 1, Block A. of
the Seton Network -Subdivision, a subdivision recorded in Cabinet BB, Slides 54-57 of the Plat
Records of Williamson County. Texas, also being an angle point on the north boundary line of a
Remnant Portion, of said 1200.19 acres;
THENCE through the interior of said Remnant Portion, with the east right-of-way line of
proposed Arterial T, the following two (2) courses and distances:
1) S 500 40' 33" E for a distance of 14.47 feet to a calculated point of curvature of said
Arterial T,
2) with the arc of curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a delta angle of 220 48' 56", and a chord which bears S 390 16' 05" E for a
distance of 237.60 feet to a calculated point on the east right-of-way line of said
Arterial T. and POINT OF BEGINNING hereof;
THENCE departing the proposed east right-of-way line of said Arterial T, through the interior
of said Remnant Portion, the following eight (8) courses and distances:
Seton Round Rock
10.525 Acre Tract
Page 2 of 4
1) N 68° 51' 04" E for a distance of 673.22 feet, to a calculated point on the proposed
west right-of-way line of Farm to Market 1460, for the northeast corner hereof, from
which a ''A" iron rod with plastic cap stamped "Baker-Aicklen" found on the existing
west right-of-way line. of Farm to Market 1460, said point being the southeast corner
of said Lot 1 bears, N 5° 41'52" E for a distance of 267.21 feet,
2) S 21° 09' 07" E for a distance of 549.11 feet to a calculated point on the proposed
west right-of-way line of said Farm to Market 1460, for the southeast corner hereof,
from which a 'A" iron rod with plastic cap stamped VARA found on the existing west
right-of-way line of said Farm to Market 1460 bears, N 12° 06'17" E for a distance of
220.01 feet.
3) S 68° 50' 53" W for a distance of 125.04 feet to a calculated point of curvature
hereof,
4) with the arc of curve to the left, having. a radius of 545.00 feet, an arc length of
272.74 feet. a delta angle of 28° 40' 24", and a chord which bears. S 54° 30' 41" W
for a distance of 269.91 feet to a calculated point of tangency hereof,
5) S 40° 10' 29" W for a distance of 130.92 feet to a calculated point of curvature
hereof.
6) with the arc of curve to the right, having a radius of 415.00 feet, an arc length of
285.59 feet, a delta angle of 39° 25' 47", and a chord which bears, S 59° 53' 22" W
for a distance of 279.99 feet to a calculated compound point of curvature hereof,
7) with the arc of curve to the right, having a radius of 50.00 feet, an arc length of
83.42 feet, a delta angle of 95° 35' 50", and a chord which bears, N 52° 35' 49" W
for a distance of 74.08 feet to a calculated point of tangency hereof on the proposed.
east right-of-way line of said Arterial T,
8) continuing on the proposed east right-of-way line of said Arterial T,
N 04° 47' 55" W for a distance of 437.63 feet to a calculated point of curvature
hereof.
Seton Round Rock
10.525 Acre Tract
Pau 3 of 4
9) continuing on the proposed east right-of-way line of said Arterial T, with the arc of
curve to the left, having a radius of 600.64 feet, an arc length of 241.76 feet, a delta
angle of 23° 03' 42", and a chord which bears, N 16° 19' 46" W for a distance of
240.13 feet to the POINT OF BEGINNING and containing 10.525 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during November, 2007.
Surveyed under the direct supervision of the undersigned during November. 2007:
Parker J. Graham
Registered Professi nal Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 7$613
(512) 260-3700
Job No.: 0608-2-002-24
Filename: W:\PROJECTSISETON ROUND ROCK\DWG-10.525ac\METES & BOU DS`\.J0.525 ACRE
TRA CT. DOC
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POINT OF
BEGINNING
SKETCH TO ACCOMPANY DESCRIPTION
s. R V 1✓ 'ti' AZA c'T' RACT' _N -CD. 2
A RF;L EAVF:s
LEGEND
\ \ R!A • IRON OFOUND H
"BAKER -A CKLEN" CAP
\ \VARA p IRON ROD FOUND W1TH
"VARA" CAP
CALCULATED
\ \
\ BEGINNING FOR
\ \ REFERENCE SUBDIVISION
CABINET BB; SLIDES 54-57
PLAT RECORDS
WILLIAMSON COUNTY.
TEXAS
(5.418 ACRES) i 1
WATER EASEMENT +
DOC. #2004007652
O.P.R.W.C., TX 111
POINT LOT 1 PROPOSED 1
BLOCK A
F.M.1460 iq
SETON NETWORK RIGHT-OF-WAY 1 ,
7
AVERY RANCH CO., LTD
DOC_ NO. 2002071336
0 P.R.W.C., 7X
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11
11
\` R=600.64'
DELTA = 22°48'56"
ARC = 239.18'
1 BRG. = S 39°16'05" E
CH. = 237.60'
N 68°51'04” E 673.22'
R = 600.64'
DELTA = 23°03' 42"
ARC =241.76'
BRG. = N 169 9'46" W
01-1. = 240.13'
10.525 ACRE TRACT
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY. LTD
DOC. NO, 2002071336
\ \ OFFICIAL PUBLIC RECORDS
\ -\WILLIAMSON COUNTY, TEXAS
\ p@t G 272a 41" W
R : 415'°(1'14.7"
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PROPOSED
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125.04' I
(5.343 ACRES) I 1
30' WIDE I WASTEWATER 1 I
EASEMENT
1 DOC. #2004035520 11
AVERY RANCH CO.. 0.P.R.W.C., TX 11
LTD 1
R = 50.00' DOC. NO. 2002071336 i 1 i 11
DELTA = 95°35'50" 0.P.R- .C., TX
I
BRG. = N 52°35'4 ARC = 83.42' 1
CH. = 74.08'
DATE: NOVEMBER 5, 20071 1
BY: R. BROOKS
JOB NO.: 0608-2-002-24 /
PAGE 4 OF 4
11
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BAKER-AlCKLEN 405 wxuSM GREEK RC
V 6. ASSOCIATES, INC. C'' -'4"q K'T7a=13
5:EI12ineer-9 • Surveyor + -31S. • Ph ,-n,.'- (51Z 3''o
W:\PR J r TS \SE -TON ROUND ROCKIDWG-10 5254c1Set a 525AC.thv 1SETON1O.S25AC.)Janu
15, woe -ianam
Avery Centre PUD
Save and Except
Legal Descriptions
Texas A&M Health Science Center
No Text
TRACT ONE
15.000 Acre Tract
Page 1 of
TRACT ONE
DONATION TRACT
DESCRIPTION
FOR A 15.000 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS. SAID 15.000 ACRE TRACT. AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod, with TxDOT aluminum cap, found on a point in the south right-of-
way line of County Road 112 (120' right-of-way width), also being the north boundary line of
the said Remnant Portion, for the most northerly northeast corner and POINT OF BEGINNING
hereof, from which a '/" iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way of said County Road 112, for the most northerly northeast corner of said Remnant
Portion, at the north transition point to the west right -of. -way line of Farm -to -Market Road 1460
(80' right-of-way width) bears. N 85° 03' 43" E a distance of 228.96 feet;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion, the following six (6) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for an angle point hereof.
7
Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56", an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a
distance of 878.53 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the southeast corner hereof.
3. S 86° 49' 33" W for a distance of 752.12 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County, Texas,
for the southwest corner hereof.
TRACT ONE
15.000 Acre Tract
Page 2 of 2
4. N 02° 59' 58" E for a distance of 292.33 feet, along the west line of said 30' wide
wastewater easement, to a '/�" iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof,
5. N 09° 02' 54" E for a distance of 245.32 feet, along the west line of said 30' wide
wastewater easement, to a A" iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof,
6. N 20° 36' 21" E for a distance of 418.68 feet, along the west line of said 30' wide
wastewater easement, to a ''A" iron rod with plastic cap stamped "Baker-Aicklen" set in
said south right-of-way line of County Road 112, being also the north boundary line of
said Remnant Portion, for the northwest corner hereof, from which 'A" iron rod with
plastic cap stamped "Baker-Aicklen" found in the right-of-way line of County Road 112,
also being the north boundary of the said Remnant Portion, at a point of curvature bears,
S 85° 03' 43" W a distance of 767.18 feet_
THENCE with the south right-of-way line of said County Road 112, being also the north
boundary line of said Remnant Portion, N 85° 03' 43" E for a distance of 515.53 feet to the
POINT OF BEGINNING hereof and containing 15.000 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April. 2008:
L SC •��G O -O Z - oo f3
Parker J. Grahafh
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:IPROJECTS\AVERY A&.M\METES-BOUNDS\TRACTI.DOC
TRACT TWO
11.314 Acre Tract
Page 1 of 2
TRACT TWO
DESCRIPTION
FOR A 11.314 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS. BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE TRACT
IN DEED TO AVERY RANCH COMPANY. LTD. OF RECORD AS DOCUMENT
No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY. TEXAS. SAID 11.314 ACRE TRACT. AS SHOWN ON THE
ACCOMPANYING SURVEY PLAT. IS MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGIN FOR REFERENCE at a ''/a" iron rod with plastic cap stamped "Baker Aicklen". found on a
point in the south right-of-way line of County Road 112 (120'riaht-of-way width), for the most
northerly northeast corner of said Remnant Portion, at the north transition point to the west right-of-
way line of Farm -to -Market Road 1460 (80' right-of-way width);
THENCE with the south right-of-way line of said County Road 112, S 85° 03' 43" W for a distance
of 228.96 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set;
THENCE departing the south right-of-way line of said County Road 112 crossing through the
interior of said Remnant Portion, the following two (2) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a %" iron rod with plastic cap stamped "Baker-
Aicklen" set for an angle point hereof.
2. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56", an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a distance of
878.53 feet to a ''/a" iron rod with plastic cap stamped "Baker-Aicklen" set for the northeast
corner and POINT OF BEGINNING hereof:
THENCE continuing through said Remnant Portion, the following nine (9) courses and distances:
1. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
07° 05' 29", an arc length of 612.66 feet, and a chord that bears S 10°07'55" W a distance of
612.27 feet to an iron rod. with TxDOT aluminum cap, found for the point of tangency.
2. S 13° 40' 43" W for a distance of 79.01 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at the point of curvature, for the most easterly southeast corner hereof.
3. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
89° 59' 36", an arc length of 47.12 feet, and a chord that bears S 58° 40' 31" W a distance of
42.42 feet to a '/.2" iron rod with plastic cap stamped "Baker-Aicklen" set at the point of
tangency. for the most southerly southeast corner hereof,
TRACT TWO
11.314 Acre Tract
Page 2 of 2
4. N 76° 19' 41" W for a distance of 415.29 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature,
5. Along the arc of a curve to the left, with a radius of 895.00 feet, a central angle of
23° 56' 11", an arc length of 373.90 feet, and a chord that bears N 88° 17' 46" W a distance
of 371.19 feet to a %" iron rod with plastic cap stamped 'Baker-Aicklen" set at the point of
tangency.
6. S 79° 44' 09" W for a distance of 104.44 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas, for
the southwest corner hereof,
7. N 31° 09' 11" E for a distance of 548.49 feet, along the west line of said 30' wide
wastewater easement, to a %" iron rod with plastic cap stamped "Baker-Aicklen" set for an
angle point hereof,
8. N 02° 59' 58" E for a distance of 100.06 feet, along the west line of said 30' wide
wastewater easement, to a ;12" iron rod with plastic cap stamped "Baker-Aicklen" set for the
northwest corner hereof. and
9. N 86° 49' 33" E for a distance of 752.12 feet to the POINT OF BEGINNING hereof and
containing 11.314 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
/6_14;24.--A., cis -02-2c0,9
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTSLAVERY A&M\METES-BOUNDS\TRACT2.DOC
TRACT THREE
23.771 Acre Tract
Paee 1 of 3
TRACT THREE
DESCRIPTION
FOR A 23.771 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 23.771 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a ''/2" iron rod, with plastic cap stamped "Baker-Aicklen", set on a point in the
south right-of-way line of County Road 112 (120'right-of-way width), also being the north
boundary line of said Remnant Portion, for the most northerly northeast corner and POINT OF
BEGINNING hereof, from which a ''/2" iron rod with plastic cap stamped "Baker-Aicklen"
found in the south right-of-way of said County Road 112, for the most northerly northeast corner
of said Remnant Portion, at the north transition point to the west right-of-way line of Farrel -to -
Market Road 1460 (80' right-of-way width) bears. N 85° 03' 43" E a distance of 1457.78 feet,
also from which a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way line of County Road 112, also being the north boundary of the said Remnant
Portion, at a point of curvature bears. S 85° 03' 43" W a distance of 53.90 feet,;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion, the following nineteen (19) courses and distances:
1. S 05° 13' 48" E for a distance of 229.01 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
2. S 17° 11' 39" E for a distance of 284.70 feet to a 1" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
3. N 88° 21' 14" E for a distance of 433.42 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas,
for the most easterly northeast corner hereof.
TRACT THREE
23.771 Acre Tract
Page 2 of 3
4. S 09° 02' 54" W for a distance of 86.26 feet, along the west line of said 30' wide
wastewater easement, to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set at an
angle point hereof,
5. S 02° 59' 58" W for a distance of 316.28 feet, along the west line of said 30' wide
wastewater easement, to a Y2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the most easterly southeast corner hereof,
6. S 88° 21' 14" W for a distance of 417.76 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
7. S 13° 22' 43" W for a distance of 317.68 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
8. S 10° 15' 51" E for a distance of 256.98 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for the most southerly southeast corner hereof,
9. S 79° 44' 09" W for a distance of 353.00 feet to a 'W' iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
10. Along the arc of a curve to the right, with a radius of 955.00 feet, a central angle of
04° 22' 34", an arc length of 72.94 feet, and a chord that bears S 81° 55' 26" W a
distance of 72.93 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency.
11. S 84° 06' 43" W for a distance of 167.29 feet to a'/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, for the most southerly- southwest corner
hereof,
12. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
90° 00' 00", an arc length of 47.12 feet, and a chord that bears N 50° 53' 17" W a
distance of 42.43 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
13. N 05° 53' 17" W for a distance of 181.08 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
14. Along the arc of a curve to the right, with a radius of 1000.00 feet, a central angle of
21° 03' 08", an arc length of 367.43 feet, and a chord that bears N 04° 38' 17" E a
TRACT THREE
23.771 Acre Tract
Pale 3 of 3
distance of 365.37 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
15. N 15° 09' 51" E for a distance of 115.10 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
16. Along the arc of a curve to the left, with a radius of 1000.00 feet, a central angle of
40° 08' 10", an arc length of 700.51 feet, and a chord that bears N 04° 54' 14" W a
distance of 686.27 feet to a'' Y2" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of reverse curvature, for the most westerly northwest corner hereof..
17. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
95° 57' 56", an arc length of 50.25 feet, and a chord that bears N 23° 00' 38" E a
distance of 44.58 feet to a '/2." iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of tangency, for the most northerly northwest corner hereof;
18. N 70° 59' 36" E for a distance of 223.35 feet to a '/�" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature. and
19. AIong the arc of a curve to the right, with a radius of 1440.00 feet, a central angle of
14° 04' 07", an arc length of 353.58 feet, and a chord that bears N 78° 01' 39" E a
distance of 352.69 feet to the POINT OF BEGINNING hereof and containing 23.771
acres of land..
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
D5 -t72 -Zcz28
Parker .J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY A&M\METES-BOUNDS\TRACT4.DOC
atj4taq ^r°4.00)
Oqn x-Havy,1
01 +vayy
EXHIBIT "B"
PUD LEGEND
LAND USE AREA
\`I Residential 508.6 AC.
s.%1 Mixed Use 541.2 AC.
Floodplain !Open Space Reserve(R.O.W. 57.9 AC.
I I
TOTAL
`'` Potential Location of Proposed
Research and Development
m esms at= Roadway per City Transportation Plan
gag iv}OKAN Railroad Corridor
•Includes area of existing lakes
907.7 AC.
OLD SETT(.ERS
NORTH
EXHIBIT "C'
12' MIN. DRIVEWAY 112' MIN. DRIVEWAY
EXHIBIT "D"
ES 6'
DU-1RE-WT
W [ D
18.5'
LANDSCAPE
BUILD TO/
LINE
VARIES 1
tI
BIKE
LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
,-FUTURE LANE }-FUTURE LANE-{
37' MEDIAN P9'
FOC TOFOC W/ F.O.C. TO F.O.C.
TURN POCKETS (11' TRAVEL LANES)
124'
18.5'
LANDSCAPE
t5'
BIKE ---111
LANE
R.O.W.
CR 112 OPTION B: PROPOSED 4 LANE DIVIDED W/ LANDSCAPE SEPARATED 5' BIKE LANE:
EXHIBIT -ROADWAY TYPE A. REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(NORTH/SOUTH PORTION OF CR 117. KNOWN AS COI I F(4F PARK DRIVF)
BUILD TO
LINE
VARIES
EXHIBIT "E"
1
LOCATION OF EXISTING
WASTE WATER LINE/
PER DON RUNDELL. CITY
OF ROUND ROCK
D
ILD TO LINE/
VARIES
18.5'
SIDEWALK)
LANDSCAPE
25
F O.C. TO F.O.C.
(11' TRAVEL LANES)
Sfi.5'SS
'-FUTURE LANE -1 }FUTURE LANE]
37' MEDIAN
F.O.C. TO F.O.C. W/
TURN POCKETS
TOWN
CENTER
EDGE OF
124' R.O.W.
124'
A.O.W.
25'
F.0 C. TO F.O.C.
(11' TRAVEL LANES)
18.5
SIDEWALK/
LANDSCAPE
CR 112: PROPOSED 4 LANE DIVIDED W/O BIKE LANE: ROADWAY TYPE Al,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(EAST/WEST PORTION OF CR 112, KNOWN AS NELSON PARKWAY)
STACKING REQUIRED AT THE
FUTURE INTERSECTION OF FM
1460 AND NELSON PARKWAY
TRANSITION TO
TURN LANE _
"�a0 O_III�OV/• Air ger very
ri
8' PARKWAY rOR
STREET TREE$\;
MEDIAN
TEXAS A&M HEALTH
SCIENCE CENTER
\'
BUILD TO LI
VARIES
INTERSECTION ILLUSTRATION IS SCHEMATIC AND DOES NOT REPRESENT THE APPROVED CONSTRUCTION. DESIGN.
EXHIBIT "E"
2
6.5'
WW
BUILD TO LINE
VARIES
14'
LANDSCAPE/---
SIDEWALK PARKING
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18" GUTTER)
15' MEDIAN
F.O.C. TO F.O.C.
106'
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18' GUTTER)
B'
PARKING
14'
LANDSCAPE/
SIDEWALK
R.O.W.
4 LANE DIVIDED, PARALLEL PARKING: ROADWAY TYPE B,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO LINE
VARIES
17.5'
LANDSCAPE
BUILD TO LINE
VARIES
1 15'_1
BIKE --11
LANE
25'
F.O.C. TO F.O.C.
(IV TRAVEL LANES)
15' MEDIAN
F.O.C. TO F.O.C.
100'
R.O.W.
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
17.5'
LANDSCAPE
s.
1
BIKE IKE
LANE
4 LANE DIVIDED W/ BIKE LANE: ROADWAY TYPE B1,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO LINE
VARIES
EXHIBIT "E"
3
6.5 6.5'
SS WW
145
LANDSCAPE
BUILD TO LINE/ 6' I
VARIES .1- SIDE
WALK
27
17' MEDIAN 27
O.C. TO F.O.C. F O.C. TO F.O.C.
F.O.C. TO F.O.C.
(11' TRAVEL LANES) (11' TRAVEL LANES)
100'
R.O.W.
ARTERIAL A: ROADWAY TYPE C
• „
14.5'
LANDSCAPE
L6.
SIDE -4
WALK
\BUILD TO LINE
VARIES
I I
BUILD TO UNE/
VARIES
13.5'
'-LANDSCAPE/
SIDEWALK
PARKING
22'
TRAVEL LANES
65'
R.O.W.
8. 1FUTURE
PARKING
13.5'
LANDSCAPE/-'
SIDEWALK
\ 1
\ BUILD TO LINE
VARIES
2 LANE UNDIVIDED, PARALLEL PARKING: ROADWAY TYPE D.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
4
BUILD TO UNE 14' 8' 12.5 15' MEDIAN 12'5 8,
VARIES `LANDSCAPE PARKING,, TRAVEL LAF.O.C. TO F.O.C. 11 TRAVEL LANE PARKING
w/ 18' GUTTER) w/ 18' GUTTER)
84'
R.O.W.
14'
LANDSCAPE -
,BUILD TO LINE
VARIES
2 LANE DIVIDED, PARALLEL PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE E,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO UNE/
VARIES
12'
i --LANDSCAPE/
SIDEWALK
19'
ANGLED PARKING
24'
19'
TRAVEL LANES ANGLED PARKING
86'
12'
LANDSCAPE/-,
SIDEWALK
\BUILD TO LINE
VARIES
2 LANE UNDIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET AND CAMPUS STREET): ROADWAY TYPE F.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
5
1 I
BUILD TO LINE/
VARIES
14'
18 12.5' 12.5'
ANDSCAPE
l
ANGLED PARKING 18
TRAVEL LANE.— ' MEDIAN 18
Tll:AGVuETLTLAERN)E4—
SIDEWALK 44 18" GUTTER) F.O.C. TO 6.0.0.-"Ilw1; 1aANGLED PARKING
104'
R.O.W.
14'
LANDSCAPE
SIDEWALK
2 LANE DIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE G.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
SIDEWALK
OVERLAP
ALLOWED
14 P.U.E.
BUILD TO LINE
VARIES
z
LOCATE WATER LINE
1' INSIDE R.O.W.
SIDE4W. ALK
10.-1-1
P.U.E.-
I I:
.
A
PARSING
8 5'
8.5'
LANDSCAPE LANDSCAPE
BUILD A 10 LINE 50
R.O.W. BUIVARIES LTOLINE_.
2 LANE UNDIVIDED. PARALLEL PARKING (LOCAL & PRIVATE STREET, RESIDENTIAL ONLY): ROADWAY TYPE H
4. L /
SIDEWALK
1
\ 40' P.U.E.
20'
STREET SECTION: ALLEY, TYPE I
EXHIBIT "E"
6
STREET TYPE LEGEND
LAND USE
Street Type A
■ ■ it ■ Street Type Al
® Street Type B
• • A Street Type B1
Street Type C
Street Type D
Roadways Within Mixed Use Areas. Refer to Street Types - E,F.G
Roadways Within Residential Areas, Refer to Street Type - H 1
Note: Vs on Roadway Plan for Contextual Reference
NORTH
EXHIBIT "F'
Roadwa Desi n Standards
Horizontal
Curve
(minimum
feet.)
600
600
300
300
1000
300
300
50
50
50
Intersection
Spacing
(minimum feet)
300
300
300
300
300
150
150
150
150
150
Design Speed
35
mph
35
mph
30
mph
30
mph
45
mph
30
mph
25
mph
25
mph
25
mph
25
mph
EXHIBIT "G"
Parking Requirements
The following table lists minimum parking requiretnen
SPECIFIC USE
GENERAL REQUIREMENT
Eating
Establishments
1 per 125 ft2 GFA (includes any outdoor seating and waiting areas)
Office
1 per 300 ft2 GFA
Medical Office
1 per 300 ft2GFA
Shopping Centers
larger than 100,000 ft
(Once the total square footage for a specific project reaches
1 per 250 ft2GFA 100,000 s.f, the parking ratio for all ses beyond the initial
100,000 s.f. shall be 1 per250 ft2GFA, including restaurants)
All other Retail Sales
and Service
1 per 300 ft2 GFA
Single Family
Detached
2 Garage enclosed spaces per dwelling unit
Multi Family
1.5 per one bedroom unit
2 per two bedroom unit
2.5 per 3+ bedroom unit
Townhome
Residential
2 Garage enclosed spaces per dwelling unit
EXHIBIT "H"
Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis formula for Mixed Use projects based
upon the land use and peak demand time frame for each use.
USE
Weekday:
Midnight to
6:00 am
Weekday:
9:00 am to
4:00 pm
Weekday:
6:00 pm to
Midnight
Weekend:
9:00 am to
4:00 pm
Weekend:
6:00 pm to
Midnight
Residential
100%
100%
100%
100%
100%
Office
5%
100%
10%
10%
5%
Commercial
and Retail
5%
100%
90%
100%
70%
Hotel
80%
80%
100%
80%
100%
Restaurant
20%
70%
100%
75%
100%
Entertainment
10%
40%
100%
80%
100%
Others
100%
100%
100%
100%
100%
Avery Centre shall be allowed to employ these national standards once the project land uses are defined for specific projects
within the community, if calculations result in a reduced parking requirement from the provisions outlined in Table H.1.
EXHIBIT "I"
OPEN SPACE AND TRAILS LEGEND
LAND USE
ACRES
Floodplain` 33.7
Greenbelt" 97.4
Parks-. 20.0
Total: 151.1
E7 o Roadway per City Transporation Plan
ext ^: MOKAN Railroad Corridor
Potential Bike Lane
0000,..0000 Potential Trail Corridor (33,000 Linear FT. 6 3 Miles)
'Includes area of entsti q lakes
"Includes proposed detention /addles
"'Acreage or parks renes
-POTENTIAL PEDESTRIAN/
BIKE OVERPASS
FUTURE
PARKLAND
TO MQHWAY
79
NORTH
EXHIBIT "J"
DEVELOPMENT PLAN
AVERY CENTRE
PLANNED UNIT DEVELOPMENT NO. 84
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF
ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan,
the term Owner shall mean Avery Ranch Company, Ltd., a Texas Limited Partnership, acting
by and through its General Partner CJAC, Inc., a Texas Corporation, and the Trustees of the
Children of Lucille S. Avery Exempt Trusts, and their respective successors and designated
assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter
described property, the duties and obligations of the Owner, as it relates to the respective
property, shall be assigned to and assumed by the new owner, and upon such sale and
assignments of the duties and obligations hereunder, the Owner shall have no further liability
relating to the respective property so sold and conveyed.
WHEREAS, the Owner is the owner of certain real property consisting of 907.691 acres, as
more particularly described in Exhibit "A", (herein after referred to as the "Property")
attached hereto and made a part hereof; and
WHEREAS, the Owner has submitted a request to the City to zone the Property as a Planned
Unit Development (the "PUD"); and
WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition),
City of Round Rock, Texas, the Owner has submitted Development Standards setting forth
the development conditions and requirements within the PUD, which Development
Standards are contained in Section II of this Plan; and
WHEREAS, the City has held two public hearings required by law to solicit input from all
interested citizens and affected parties; and
WHEREAS, on September 30, 2008, the City's Planning and Zoning Commission
recommended approval of the Owner's application for a PUD; and
WHEREAS, the City Council has reviewed the proposed Plan and determined that it
promotes the health, safety, and general welfare of the citizens of Round Rock and that it
complies with the intent of the Planned Unit Development Ordinance of the City;
NOW THEREFORE:
I.
GENERAL PROVISIONS
1. CONFORMITY WITH DEVELOPMENT STANDARDS
Article I. That all uses and development within the Property shall conform to the
Development Standards included in Section II herein.
2. CHANGES AND MODIFICATIONS
Article II. No changes or modifications will be made to this Plan unless all provisions
pertaining to changes or modifications as stated in Section II. 19.
3. ZONING VIOLATION
Article III. Owner understands that any person, firm, corporation or other entity violating
any conditions or terms of the Plan shall be subject to any and all penalties for the
violation of any zoning ordinance provisions as stated in Section 1.601, Code of
Ordinances, (1995 Edition), City of Round Rock, Texas, as amended.
4. MISCELLANEOUS PROVISIONS
4.1. Severability
In case one or more provisions contained of this Plan are deemed invalid, illegal
or unenforceable in any respect such invalidity, illegality or unenforceability shall
not affect any other provisions of this Plan and in such event, this Plan shall be
construed as if such invalid, illegal or unenforceable provision had never been
contained in this Plan.
4.2 Venue
All obligations of the Plan are performable in Williamson County, Texas, and
venue for any action shall be in Williamson County.
4.2. Effective Date
This Plan shall be effective from and after the date of approval by the City
Council.
2
II.
DEVELOPMENT STANDARDS
1. DEFINITIONS
Words and terms used herein shall have their usual force and meaning, or as defined in
the Code of Ordinances (1995 Edition), as amended, City of Round Rock, Texas,
hereinafter referred to as "the Code," and in Section IL18.
2. PROPERTY
This Plan covers approximately 907.691 acres of land, located within the city limits of
Round Rock, Texas, and more particularly described in Exhibit "A".
3. PURPOSE
The purpose of this Plan is to ensure a PUD that: 1) is equal to, superior than and/or
more consistent than that which would occur under the standard ordinance requirements,
2) is in harmony with the General Plan, as amended, 3) does not have an undue adverse
effect upon adjacent property, the character of the neighborhood, traffic conditions,
parking, utilities or any other matters affecting the public health, safety and welfare, 4) is
adequately provisioned by essential public facilities and services, and 5) will be
developed and maintained so as not to dominate, by scale or massing of structures, the
immediate neighboring properties or interfere with their development or use.
4. APPLICABILITY OF CITY ORDINANCES
4.1. Zoning and Subdivision Ordinances
The Property shall be regulated for purposes of zoning and subdivision by this
Plan. All aspects not specifically covered by this Plan shall be regulated by
Chapter 8 and Chapter 11, and other sections of the Code, as applicable and as
amended. If there is a conflict between this Plan and the Code, this Plan shall
supersede the specific conflicting provisions of the Code.
4.2. Other Ordinances
All other Ordinances within the Code, as amended, shall apply to the Property,
except as clearly modified by this Plan. In the event of a conflict, the terms of
this Plan shall control.
3
5. PROJECT OVERVIEW
5.1. Purpose of Plan
The purpose of the Plan is to provide a mixed use development including retail,
office, restaurant, entertainment, education and residential uses. Exhibit "B"
illustrates the location of the Plan area in relation to the adjacent existing and
planned facilities.
5.2. Use Districts
For the purpose of this Plan, the Avery Centre land uses have been divided into
two use districts: MU (Mixed Use), containing approximately 540 acres, and RES
(Residential), containing approximately 310 acres, as shown in Exhibit "C". The
MU use district has been further subdivided into seven sub -districts (No. 1, 2, 3,
5, 6, 7 and 9) and the RES use district has been further subdivided into two sub -
districts (No. 4 and 8). The remaining area is designated for floodplain/open
space reserve/right-of-way. Specific uses and conditions are defined within this
Plan for each sub -district.
The MU portion of the Plan allows retail, high density residential, entertainment,
restaurant, educational and office components. The design requirements dictate
that all of the uses be oriented to the street and linked together by pedestrian
elements such as walking trails, pedestrian plazas and storefront sidewalks.
The RES component of the project allows for various types of single family
detached structures and medium density attached residential structures. The Plan
also includes a network of open spaces containing parks, civic greens, greenbelts
and trail corridors.
6. PERMITTED USES
The following table contains the uses allowed according to the use district boundaries
described in Exhibit "C". Unless otherwise indicated, the definitions of all terms used to
describe uses in this document shall be those found in the Zoning Code of the City of
Round Rock, as amended.
4
Land Use Table
Use
District
Allowed
Maximum
Number
within PUD
Conditional
Use
Multi Family Residential (including apartments and condos)
1,2,3,4,6,7,8,9
X
Townhouse Residential
1,2,3,4,6,7,8,9
X
Single Family Detached
3,4,8,9
X
Accessory Dwelling
X
Single Family Zero Lot Line
3,4,8,9
X
Upper Story Residential
1,2,3,6,7,9
Library
1,2,6,7,9,
Community Service
1,2,6,7,8,9
Government Facilities
1,2,6,7,9
Linear/Linkage Park
1,2,3,4,5,6,7,8,9
Neighborhood Park
1,2,3,4,5,6,7,8,9
Community Park
3,4,7,8,9
Amenity/Recreation Center
1,2,3,4,6,7,8,9
X
Place of Worship (accessory uses not exceeding 2,500 square feet)
1,2,3,4,6,7,8,9
X
Place of Worship (accessory uses exceeding 2,500 sq. ft. but not
greater than 10,000 sq. ft.)
3,4,6,7,8,9
X
Place of Worship (accessory uses not exceeding 20,000 square feet)
3,4,6,7,8,9
X
Utility (Minor and Intermediate)
1,2,3,4,5,6,7,8,9
Commercial Parking
1,2,3,6,7
X
Eating Establishments
1,2,3,6,7,9
X
Bar or Tavern
1,2,6,7
Indoor Entertainment
1,2,6,7
Outdoor Entertainment
2,5,6,7
2
Amphitheater
Live/Work Units
1,2,3,6,7,9
X
Office
1,2,3,6,7
X
Office/Medical
1,2,3,6,7
X
Overnight Accommodations — Hotel / Motel
1,2,6,7
2
X
Retail Sales and Service (except the uses listed below)
1,2,3,6,7,9
X
Grocery
2,6,7
X
Bank
1,2,3,6,7,9
X
Veterinarian
1,6,7
X
Dog Day Care and Training Facilities
1,6,7
3
X
Fuel Sales
3,6,9
3
X
Cleaners/Alterations
1,2,6,7
X
Vehicle Sales/Rental/Leasing
1,6,7
2
X
Garden Center
2,6,7,9
X
Assisted Living
1,3,6,9
2
X
Nursing Home
1,3,6,9
2
X
Day Care
3,6,7,8,9
X
Schools (Elementary, Private)
3,8,9
X
Passenger Terminal
7
1
Bed and Breakfast
6,7
Carwash
6
1
Self Storage
6
1
X
Bus Stops
1,2,3,4,5,6,7,8,9
Research and Development
8
2
X
5
6.1 Conditional Uses
(1) Multi Family Residential
(a) A parking structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(b) Development standards not addressed in this Plan shall comply with the
MF (Multifamily) District, as amended.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(2) Townhouse Residential
(a) Development standards not addressed in this Plan shall comply with the
TH (Townhouse) District, as amended.
(3) Single Family Detached
(a) Development standards not addressed in this Plan shall comply with the
SF -2 (Single Family — Standard Lot) District, as amended.
(b) Accessory Dwellings allowed only within Gated Communities or within
neighborhoods containing lots of 15,000 square feet or greater.
(4) Single Family Zero Lotline
(a) Development standards not addressed in this Plan shall comply with the
Village Residential lot standards contained in the SF -2 (Single Family —
Standard Lot) District, as amended.
(5) Places of Worship
(a) Parking facilities must be effectively screened from view from public
rights-of-way.
(b) Must front or have direct access to a collector level or greater street.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3.
(6) Commercial Parking
(a) Commercial parking facilities shall not be located within 150 feet of the
western boundary of MU Use District No. 3 or within 150 feet of the
southern boundary of MU Use District No. 9.
6
(7) Eating Establishments
(8)
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(b) Chapter 11, Section 11.423 (9) (a) and (b) shall only apply to single
family residential property lines. There shall be no requirement for an
eating establishment, including outdoor eating, drinking, entertainment
areas, patios or outdoor cooking areas to be located a specific distance
from two-family, townhouse or multi -family residential property lines.
(c) No drive through facilities.
Live/Work Units
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(9) Office
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(10) Office/Medical
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(11) Overnight Accommodations
(a) Only hotels and motels allowed
(12) Retail Sales and Service
(a) ATM's or similar electronic, automated banking systems may be located
inside or on the exterior of any retail sales and service facility. No drive
through facilities.
(b) Sales of goods or products on a wholesale basis shall be allowed, so long
as the establishment engaged in such sales does not meet the definition of
`Wholesale trade' in Chapter 11, Section 11.802.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
7
(13) Grocery Store
(a) Only one facility larger than 55,000 square feet is allowed within the
PUD.
(14) Bank
(a) Any drive thru facility associated with a bank must be designed so that
there is an intervening building that effectively screens the drive thru
area, including stacking spaces, from the street.
(b) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(15) Veterinarian
(a) No boarding of animals is allowed on site, except for medical purposes.
(16) Dog Day Care and Training Facility
(a) A facility providing services such as canine day care, obedience classes,
training and grooming, provided that the dogs are dropped off and picked
up daily between the hours of 6 a.m. and 9 p.m. and are not kept or
boarded overnight.
(17) Fuel Sales
(a) A convenience store or grocery store must accompany any fuel sales
facility.
(b) No more than two fuel pumps per island are allowed.
(c) A maximum of eight fuel pumps per establishment are allowed.
(d) No more than one fuel sales establishment shall be allowed per sub
district where fuel sales are allowed.
(e) Fuel pumps shall be located at the rear of the facility.
(f) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(18) Cleaners/Alterations
(a) Pick-up and drop-off facilities only; no on-site laundry and dry cleaning
plants. Any drive thru facility must be designed so that there is an
intervening building that effectively screens the drive thru area, including
stacking spaces, from the street.
(19) Vehicle sales/rental/leasing
(a) A rental or leasing facility shall not have more than 30 parking spaces
allocated within a surface parking lot associated with the rental/leasing
office. Parking facilities must be designed so that there is an intervening
building that effectively screens them from the street.
(b) Offsite parking spaces within parking structures, or rental facilities
incorporated into a parking structure, are not restricted to a maximum
number of spaces.
(c) Vehicle sales shall be limited to vehicles weighing less than 1,000
pounds.
(d) Parking of vehicles for sale shall not be visible from a public street.
(20) Garden Center
(a) The outdoor plant display area of the garden center nursery shall not
exceed one acre in size.
(b) A garden store must be incorporated into the site and oriented to the
street.
(c) Parking must be designed internal to the site.
(21) Bar/Tavern
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(22) Assisted Living
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(23) Nursing Home
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(24) Daycare
(a) Daycare facilities may be integrated into an office complex or office
building facility.
(25) Elementary Schools
(a) Front yard setback of not less than 15 feet.
(b) Shall front on a collector street, and shall not front on an arterial street.
(c) Portable classrooms shall not be permitted in any street yard.
(d) May not exceed 40 acres in size.
(26) Private Schools
(a) May not exceed 40 acres in size.
(b) Must have access frontage to a collector level or greater street.
(c) Front yard setback of not less than 15 feet and shall front on either a
major collector or minor arterial street.
(d) Portable classrooms shall not be permitted in any street yard.
(e) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(27) Self Storage
(a) Only multi -story facilities with internal access to storage units are
allowed.
(28) Research and Development
(a) The minimum standard for this use shall be the development standards of
the BP (Business Park) zoning district, as amended and as determined by
the City.
(b) This use shall be allowed only within the portion of RES Use District No.
8 south of CR 112, as indicated on Exhibit "C". A maximum of two (2)
Research and Development sites shall be allowed and such sites must be
contiguous.
(c) The potential transportation impact shall be determined using the process
outlined in Section 9 of this Plan.
(d) The potential utility impact shall be determined using the process
outlined in Sections 17 of this Plan.
(e) Buildings shall not be located within 150 feet of the eastern and southern
boundaries of MU Use District No. 8.
6.2 Land Use Limitations
(1) Maximum Number of Residential Units within the MU Use Districts (Nos. 1,
2, 3, 6, 7 and 9)
Residential units are contained in four categories: (1) Multi -Family (2)
Townhouse (3) Single -Family Detached - Lots of less than 15,000 square
10
feet, and (4) Single -Family Detached - Lots containing 15,000 square feet
and greater.
(a) The total number of residential units within the MU Use Districts shall
not exceed 5,100. No more than 3,500 of the units shall be designed as
rental units.
(b) Each plat and/or site plan submitted to the City must contain a unit
summary table listing the existing number of residential units
constructed, the total number of units proposed, and the remaining
number of units allowed, based on the above -stated limitations.
(2) Minimum Amount of Non Residential Square Footage within the MU Use
Districts (Nos. 1, 2, 3, 6, 7 and 9)
(3)
A minimum of one (1) million square feet of non-residential building space
shall be constructed within the MU Use Districts.
Maximum Number of Residential Units within the RES Use Districts (Nos. 4
and 8)
Residential units are contained in three categories: (1) Single Family
Detached - Lots of less than 15,000 square feet, (2) Single Family Detached -
Lots containing 15,000 square feet and greater, and (3) Townhouse.
(a) The total number of residential units within the RES Use Districts shall
not exceed 1,200. A maximum of 200 residential lots may be of less
than 5,000 square feet in area.
(b) Any lots of less than 50' in width or 5,000 square feet in area shall be
served by an alley.
(c) Each plat and/or site plan submitted to the City must contain a unit
summary table listing the existing number of residential units
constructed, the total number of units proposed, and the remaining
number of units allowed, based on these limitations.
7. PROHIBITED USES
7.1 The following uses are prohibited within the PUD. Unless otherwise indicated,
the definitions of all terms used to describe uses in this document shall be those
found in the Zoning Code of the City of Round Rock, as amended.
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Pawn Shop
Sexually Oriented Business
Heavy Equipment Sales and Leasing
Vehicle Storage and Towing
Vehicle Repair Facilities and Body Shops
Funeral Home
Wholesale Trade
11
8. DEVELOPMENT USE STANDARDS
8.1 MU (Mixed Use)
(1) Development Standards Table — MU (Mixed Use)
12
Non-
Residential
Multi -Family
Residential
Single Family
Detached
(Less Than
15,000 sq.ft.)
Single Family
Detached (15,000
sq.ft. and larger)
Townhouse
Residential
Minimum Lot Area
-
1 acre
4,000 sq.ft.(a)
15,000 sq.ft.
2,000 s.f.
Minimum Lot Width
-
50 ft.
40 ft.(a)
80 ft.
20 ft. (b)
Minimum Width of
Principal Building
-
20 ft.
40 ft.
-
Minimum/Maximum
Build To Line from
Street (R.O.W.)
4 / 15 ft. (c)
4 / 15 ft. (c)
15/20 ft.
Min. 30 ft.
5 / 15 ft.
Minimum Garage
Door Setback from
Street (R.O.W.)
-
-
20/25 ft.(d)
-
10 ft.(d)
Minimum Rear
Setback
5 ft.
10 ft.
20/10 ft. (e)
25 ft.
10 ft.
Minimum Rear
Setback abutting SF
& TF Lots
30 ft.
30 ft.-
20 ft.
Minimum Side
Setback
0/5 ft. (t)
10 ft.
5 ft.
10 ft.
0/5 ft. (1)
Minimum Side
Setback abutting SF
& TF Lots
30 ft.
30 ft.
-
-
20 ft.
Minimum Setback
for Accessory
Building
5 ft.(g)
10 ft. (g)
5 ft. (g)
5 ft. (g)
10 ft. (g)
Minimum Side
Setback Zero Lot
Line
-
-
0/10 ft. (h)
-
Maximum Height of
Principle Building
5 stories (i)
5 stories (i)
2.5 stories
3 stories
3 stories
Maximum Height of
Accessory Building
15 ft.
15 ft.
15 ft.
15 ft.
15 ft.
Maximum Height of
Fence within Street
Yard
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
Maximum Height of
Fence outside of
Street Yard
8 ft.
8 ft.
8 ft.
8 ft.
8 ft.
Maximum Building-
Coverage
50% (k)
60%
50%
80%
Maximum Density
40 Dwelling
Units/Acre (1)-
15 Dwelling
Units/Acre
12
(a) Single Family Detached lots less than 50 feet wide and/or less than 5,000
square feet in size shall have access to an Alley.
(b) Minimum lot width for corner lots and lots located at the end of a block
shall be 25 feet.
(c) Uses that front on Arterial "A" must utilize the fifteen foot (15') build -to
line. This build -to line may be increased for the purpose of including
parks, plazas, courtyards and other developed open spaces in the street
yard.
(d) Townhouse garages shall be oriented towards an alley at the rear of the
unit and the setback shall be measured from the edge of the alley.
Exhibit "E" contains an alley cross section. Single Family Detached
Residential garage setbacks oriented toward the street at the front of the
unit must maintain a minimum of 5 feet of additional setback from the
setback of the primary house facade in order to create an offset.
(e) Rear setback to principal building is 20 feet; rear setback to garage from
alley is 10 feet.
(f) A side setback of 0 feet is allowed only for internal attached units with a
common wall. End units shall have a 10 foot side setback. Detached
multi -units have a 5 foot setback.
(g) Accessory buildings, except for accessory dwellings, are not permitted in
any street yard. Accessory building setback applies to side and rear
yards. A common wall for detached garages located at the rear of a lot is
allowed.
(h) One side setback may be 0 feet; the other side set back shall be at least 10
feet.
(i) See MU Use Districts No. 1, 2, 3, 6, 7, and 9 for specific height
standards.
(j) Where subdivisions are platted so that the rear and/or side yards of
residential lots are adjacent to a major collector or higher classification
street, a minimum six foot and maximum eight foot high masonry wall
shall be constructed between the said rear and/or side yard and said
street. The material, color and design of the wall shall be uniform within
the subdivision, unless otherwise approved by the Planning Director. A
finished side of all walls shall face the thoroughfare.
(k) Maximum Building Coverage calculation shall exclude parking
structures.
(1) A parking structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(2) MU Use District No. 1
(3)
(a) Density
(i) Multi -family residential — maximum of 24 dwelling units per net
acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 5 stories
(iii) One (1) building within either MU Use District No. 1 or MU Use
District No. 2 may be a maximum of 10 stories.
(c) Development Standards
(i) Building Setbacks
1. Development shall allow for widening of University Boulevard.
2. 30" water line, which parallels University Blvd., must be located
and avoided for future landscape improvements along
University Blvd. frontage.
(ii) Parking
1. Parking is not allowed in street yard.
MU Use District No. 2
(a) Density
(i) Multi -family residential — maximum of 40 dwelling units per net
acre. Structured parking is required for individual residential
projects exceeding 24 dwelling units per acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 5 stories
(iii) One (1) building within either MU Use District No. 1 or MU Use
District No. 2 may be a maximum of 10 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
(4) MU Use District No. 3
(5)
(a) Density
(i) Multi -family residential — maximum of 40 dwelling units per net
acre. A parking structure to accommodate all required parking is
required for individual residential projects exceeding 24 dwelling
units per acre.
(ii) Townhome Residential — maximum of 15 dwelling units per net
acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 4 stories (Maximum 3 stories for units facing
greenbelt which is directly adjacent to the western line of Avery
Centre.
(c) Building Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential Parking shall be rear access.
MU Use District No. 6
(a) Density
(i) Multi Family Residential 40 dwelling units per net acre. A parking
structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(ii) Townhome Residential — maximum of 15 dwelling units per net
acre.
(b) Building Form and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(iii) One (1) building within either the portion of MU Use District No. 6
east of A.W. Grimes Boulevard or MU Use District No. 7 may be a
maximum of 10 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential Parking shall be rear access.
(6) MU Use District No. 7
(a) Density
(d) Multi Family Residential 40 dwelling units per net acre. A parking
structure to accommodate all required parking is required for individual
residential projects exceeding 24 dwelling units per acre.
(7)
(8)
(b) Building Form and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(iii) One (1) building within either MU Use District No. 6 or MU Use
District No. 7 may be a maximum of 10 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
MU Use District No. 9
(a) Density
(i) Multi Family Residential 30 dwelling units per net acre. A parking
structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units
(ii) .per acre.
(iii) Townhome Residential 15 dwelling units per net acre.
(b) Building Form and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential parking shall be rear access.
Setback Requirements
(a) All required front setbacks shall be free from any encroachments
excluding: eaves, overhangs, covered walkways, awnings, box windows,
fireplaces, and movable furniture, including cafe tables, so long as a
minimum of six feet (6') remains unobstructed. Side setbacks between
structures shall be free from any encroachments. Air conditioning units
and ground mounted equipment are exempt from this requirement.
(b) Signs may be permitted in the front setback, so long as they do not
obstruct sight triangles.
(9) Off Street Parking and Loading
Refer to Section 13 of this PUD for the off-street parking and loading
standards for the MU District.
(10) Fencing/Walls Design Standards
(a) Fencing shall be constructed of the following materials: brick, stone,
reinforced concrete, wrought iron, other decorative masonry materials,
redwood, cedar, preservative treated wood or other equivalent materials
approved by the Zoning Administrator. Any fencing facing a public
street shall be constructed of brick, stone, reinforced concrete, wrought
iron, other decorative masonry materials. Other fences may be redwood,
cedar, preservative treated wood. Railroad ties are not permitted. Fence
panel top and bottom caps are not required for internal lot fencing. Fence
posts shall be constructed of rust resistant metal parts, concrete based
masonry or concrete pillars of sound structural integrity.
(b) Fences abutting open space or amenities such as floodplain, greenbelts,
parks, town greens, detention/retention areas, or private parkland shall be
constructed of wrought iron or tubular steel or other equivalent materials
as approved by the Zoning Administrator.
(c) All fences shall provide a finished face abutting a single-family or
townhouse use.
(d) Fencing shall not restrict visibility at intersections.
(11) Screening
(a) Service entrances, loading docks, waste disposal areas and other similar
uses shall be oriented toward the rear of the site, away from streets and
primary building entrances.
(b) Drives accessing service areas between adjacent users or developments
shall be shared by the adjacent users or developments.
(c) Trash enclosures must be located a minimum of thirty feet (30) from
single family residential property lines.
(d) Landscape screening for dumpster and trash receptacles, ground mounted
equipment, outdoor storage, loading docks and loading spaces shall
comply with the requirements of Section 11.501 of the City's Zoning
Code.
(12) Special Design Standards
These standards shall apply to all development in the MU (Mixed Use)
Districts, excluding single family detached dwellings.
(a) Access and Circulation
(i) Building fronts shall be easily accessible by pedestrians from the
street or sidewalk.
(ii) Public spaces shall be provided in front of buildings and protected
from the street through the use of planting strips or other amenities
(e.g. trees, lighting standards) and on -street parking.
(iii)Parking and vehicular circulation shall be subordinate to pedestrian
access to buildings.
(iv)Developments shall promote walk ability within the surrounding
area.
(v) View corridors and vistas shall be created through the alignment of
streets and access drives.
(b) Primary Site Entrances
(i) Entrances to individual building sites shall be designated with
defining landscape and/or architectural features, including but not
limited to medians and/or special paving.
(ii) No parking is permitted in the required front setback.
(c) Building Orientation
(i) View corridors and vistas shall be protected.
(ii) Building massing shall be addressed by breaking large structures into
a series of smaller units and places.
(iii)Building facades shall be broken into small components to bring
them into the human scale.
(iv)Building fronts shall encourage pedestrian activity on the street, by
utilizing porches, awnings, arcades, colonnades, entries and windows.
(v) All building elevations that front onto a street, any parking areas, or
public open space shall have prominent windows.
(13) Exterior Wall Finish and Exterior Color
(a) The exterior finish of all buildings shall be masonry, except for doors,
windows, trim and accent features.
(b) Masonry shall be defined as stone, simulated stone, brick, stucco, or
horizontally installed cement based siding. No more than 25% of the
building facade may be horizontally installed cement based siding. No
more than 30% of the building facade may be stucco. The use of
materials such as wood shingles or wood siding shall be limited to accent
features.
(c) Day-glo, luminescent, neon or similar types of color finishes are not
permitted
(14) Building Articulation
All buildings shall meet a minimum of five of the following design
treatments:
(a) Canopies or porticos, integrated with the building's massing styles.
(b) Overhangs proportional in size to the mass of the building.
(c) Arcades, with a minimum of eight -foot width.
(d) Pitched roof forms over substantial portions of the building's perimeter
including gable and hip roofs.
(e) Ornamental and structural architectural details.
(f) Decorative tower features.
(g) Appreciable vertical and horizontal breaks of the plane of the building.
(h) Exterior arched treatment on at least two sides of the building.
(i) Use natural stone and masonry materials on the lower portions of
buildings to help visually anchor them to the ground and provide interest
and texture at the pedestrian level.
(15) Awnings and Canopies
(a) Awnings and canopies shall be placed so as to avoid obscuring details of
the building facade.
(b) Fabric awnings for windows shall be a drop -front style, except at arched
window openings, and shall relate to each window or bay.
(c) Awnings and canopies shall be placed so that there is a minimum
clearance of eight (8) feet at its lowest point when over a sidewalk or
other pedestrian walkway.
(d) Colors of awnings must be compatible with the buildings.
(e) Incorporate awnings along with any signage to provide a uniformly
designed building facade.
(0 Signs on awnings are permitted on the drop front portion of the awning.
(g) Internally illuminated awnings are prohibited
(16) Windows
(a) Windows shall be provided in relief. Examples include architectural
surround, trim, changes in color, changes in texture or soldier coursing.
(b) Ground -floor street or courtyard facing facades shall have a minimum of
forty (40) percent glazing.
(c) For unique security or display purposes, including but not limited to art
galleries and jewelry stores, ground floor glazing requirements may be
reduced by the Zoning Administrator.
(17) Glass
Except for photovoltaic surfaces, mirrored glass with a reflectivity of twenty
(20) percent or more is not permitted on the exterior walls and roofs of
buildings and structures.
(18) Roofing Materials — Pitched Roof
(a) Pitched roofs shall be required for all one (1) story detached structures
and shall have a pitch equal to or greater than a 4:12 pitch. Pitch may be
3:12 if the span is greater than sixty (60) feet. Pitched roofs shall not be
required for one (1) story structures that share a common wall with
another structure.
(b) Roofing materials for pitched roofs shall not consist of composition
shingles. Tile (clay, cement, natural or manufactured stone), non -
reflective pre -finished metal, copper or other similar materials are
required.
(c) Portions of the roof screened by pitched roof sections shall be permitted
to be flat to provide for mechanical equipment wells or roof decks
provided all pitched sections of the roof meet the roofing material
requirements.
(d) All rooftop equipment, including satellite dishes and antennae, shall be
located completely within penthouses or screened areas.
(e) All rooftop equipment, including satellite dishes and antenna, must be
fully screened from view and located below the highest vertical element
of the building.
(f) Construct screens of the same materials as building skins or of materials
similar in color and texture.
(19) Lighting
Exterior lighting shall be used to provide illumination for security and safety
of entry drives, parking areas, service and loading areas and pathways and
courtyards. All exterior light fixtures should be designed and coordinated as
compatible fixtures which relate to the architectural character of the
buildings on a site.
(a) External lighting shall be arranged and controlled so as to deflect light
away from any residential areas.
(b) Building Illumination
(i) The design and materials of lighting fixtures shall be consistent with
the character of the area. Fully recessed downlights, gooseneck lights
or other fixtures appropriate to the style of a building shall be used.
(ii) Illumination of a facade to highlight architectural details is pennitted.
Fixtures shall be small, shielded and directed toward the building
rather than toward the street, so as to minimize glare for pedestrians
and drivers.
(c) Site Lighting Design Requirements
(i) Fixture (luminaire)
The light source shall be completely concealed (recessed) within an
opaque housing and shall not be visible from any street or residential
development.
(ii) Light Source (lamp)
Incandescent, fluorescent metal halide or color -corrected high-
pressure sodium may be used. Other lamp types may be used, subject
to the approval of the City. The same type of lamp shall be used for
the same or similar types of lighting on any one site throughout a
development.
(iii)Mounting
Fixtures shall be mounted in such a manner that the cone of light
does not cross any property line of the site.
(iv)Height of Fixture
The height of a fixture shall not exceed twenty (20) feet.
(d) Excessive Illumination
(i) Lighting within any lot that unnecessarily illuminates and
substantially interferes with the use or enjoyment of any other lot is
not permitted. Lighting unnecessarily illuminates another lot if it
clearly exceeds the requirements of this Section, or if the standard
could reasonably be achieved in a manner that would not
substantially interfere with the use or enjoyment of neighboring
properties.
(ii) Lighting shall not be oriented so as to direct glare or excessive
illumination onto the street in a manner that may distract or interfere
with the vision of drivers on such streets.
(iii)Foot candle reading on any exterior portion of the site shall not
exceed twenty-five (25) foot candles.
(20) Fire Safety
(a) Mandatory fire sprinklers will be provided on all buildings within Avery
Centre, with the exception of single family detached housing.
(b) Alternative fire lane striping will be allowed upon approval by the Fire
Marshall. Alternative striping may be desirable in certain areas to
minimize the aesthetic impact of red painted curbs throughout the
development.
(c) Alternative semi -pervious fire lane paving sections may be allowed, upon
the approval of the City.
(21) Architectural Review Committee
In order to maintain a comprehensive and complementary architectural style
throughout the Plan area, the Owner shall establish an Architectural Review
Committee ("ARC") composed of an Architect, Landscape Architect and the
Owner.
The ARC shall establish design guidelines to specify the architectural style,
materials and colors to be used, in addition to building orientation. For each
project, items such as architectural elevations, material sample boards and
color samples shall be submitted to the ARC for their review and approval.
An approval letter from the ARC shall be submitted with the corresponding
applications to the City for site development and building permits. The
approval of the ARC shall not take the place of any and all required
submittals to the City, County or other governmental agency as necessary to
receive regulatory approvals.
8.2 (RES) Residential
(1) Development Standards Table — (RES) Residential
24
Single Family
Detached (Less
Than 15,000 s.f.)
Single Family Detached
(15,000 s.f. & Greater)
Townhome
Residential
Minimum Lot Area
4,000 s.f. (a)
15,000 s.f.
2,000 s.f.
Minimum Lot Width
40 ft. (b)
80 ft.
20 ft. (a)
Minimum Width of
Principal Building
20 ft.
40 ft.
-
Minimum/Maximum
Build To Line from Street
(R.O.W.)
15/20 ft.
Min. 30 ft.
5 / 15 ft.
Minimum Garage Door
Setback from Street
(R.O.W.)
20/25 ft. (c)
20/25 ft. (c)
10 ft. (c)
Minimum Rear Setback
20 ft./loft. (d)
25 ft.
10 ft.
Minimum Rear Setback
abutting SF & TF Lots
-
-
20 ft.
Minimum Side Setback
5 ft. (e)
10 ft.
0/5 ft. (0
Minimum Side Setback
abutting SF & TF Lots
-
20 ft.
Minimum Setback for
Accessory Building
5 ft (g)
5 ft. (g)
10 ft. (g)
Minimum Side Setback
Zero Lotline
0/10 ft. (h)
0/10 ft. (h)
-
Maximum Height of
Principle Building
2.5 stories
3 stories
3 stories
Maximum Height of
Accessory Building
I S ft.
15 ft.
15 ft.
Maximum Height of Fence
within Street Yard
6/8 ft. (i)
6/8 ft. (i)
6/8 ft. (i)
Maximum Height of Fence
outside of Street Yard
8 ft.
g ft.
8 ft.
Maximum Buildin
Coverage g
60% / 40% (j)
30%
80%
Maximum Density
-
-
15 DU./AC.
24
(a) Minimum lot width for corner lots and lots located at the end of a block
shall be 25 feet.
(b) Single Family Detached lots less than 50 feet wide and/or less than 5,000
square feet in size shall have access to an alley.
(c) Townhouse garages shall be oriented towards an alley at the rear of the
unit and the setback shall be measured from the edge of the alley. Single
Family Detached Residential garage setbacks oriented toward the street
at the front of the unit must maintain a minimum of 5 feet of additional
setback from the setback of the primary house facade in order to create
an offset.
(d) Rear setback to principal building is 20 feet; rear setback to garage from
alley is 10 feet.
(e) Minimum Side Setbacks for Single Family Detached Zero Lot Line are
listed separately.
(f) A side setback of 0 feet is allowed only for internal attached units with a
common wall. End units shall have a 10 foot side setback. Detached
multi -units have a 5 foot setback.
(g) Accessory buildings, except for accessory dwellings, are not permitted in
any street yard. Accessory building setback applies to side and rear
yards. A common wall for detached garages located at the rear of a lot is
allowed.
(h) One side setback may be 0 feet; the other side setback shall be at least
10 feet.
(i) Where subdivisions are platted so that the rear and/or side yards of
residential lots are adjacent to a major collector or higher classification
street, a minimum six foot and maximum eight foot high masonry wall
shall be constructed between the said rear and /or side yard and said
street. The material, color and design of the wall shall be uniform
within the subdivision, unless otherwise approved by the Planning
Director. A finished side of all walls shall face the thouroughfare.
(j) 60% maximum building coverage on lots 5,000 square feet or smaller;
40% maximum building coverage on lots larger than 5,000 square feet
(2) Sub -district 4
(3)
(a) Uses
(i) Accessory dwellings allowed in street yard if the exterior finish
matches that of the primary structure.
(ii) Entry courtyard must be provided between the guest quarters and the
primary house.
(iii)Storage of boats, trailers, RV's, etc. is not allowed.
(b) Development Standards
(i) Building Setbacks
1. Accessory dwellings may encroach into the front setback, no
closer than ten feet (10') from the property line.
(ii) Garages
1. Separate detached garages are allowed at the rear of a residential
lot with access via a minimum 12', maximum 15', driveway.
2. Adjacent detached single family homes may share a detached
garage building which is joined by a common wall (Exhibit
(iii)Materials
1. Building shall be 90% Masonry
2. No more than 25% of a building facade may be horizontal cement
based siding.
Sub -district 8
(a) Uses
(i) Accessory dwellings allowed in street yard if the exterior finish
matches that of the primary structure.
(ii) Entry courtyard must be provided between the guest quarters and the
primary house.
(iii)Storage of boats, trailers, RV's, etc. is not allowed.
(b) Development Standards
(i) Building Setbacks
1. Accessory dwellings may encroach into the front setback, no
closer than ten feet (10') from the property line.
(ii) Garages
1. Separate detached garages are allowed at the rear of a residential
lot with access via a minimum 12', maximum 15', driveway.
2. Adjacent detached single family homes may share a detached
garage building which is joined by a common wall (Exhibit
"0").
(iii)Materials
1. Building shall be 90% Masonry
2. No more than 25% of a building facade may be horizontal cement
based siding.
(4) Setback Requirements
(a) All required setbacks shall be free from any encroachments including
eaves, overhangs, box windows and fireplaces. Air conditioning units
and ground mounted equipment are exempt from this requirement.
(5) Off Street Parking
Off-street parking standards are contained in Exhibit "H" and Exhibit "I".
(6) Special Standards for Zero Lot Line Residential Lots
(7)
(a) Units which utilize the Zero Lot Line design standards must maintain a
minimum of ten (10) feet of building separation, free of any
encroachments including eaves, overhangs, box windows and fireplaces.
Air conditioning units and ground mounted equipment are exempt from
this requirement.
(b) An easement between the two property owners to allow for maintenance
or repair of the house is required when the eaves or side wall of the house
are less than five feet from the adjacent property line. The easement on
the adjacent property shall provide at least five feet of unobstructed space
between the furthermost projection of the structure and the edge of the
easement.
(c) The eaves on the side of a house with a reduced setback may project a
minimum of 24 inches over the adjacent property line. In this case, an
easement for the eave projection shall be recorded on the deed for the lot
where the projection occurs.
(d) If the side wall of the house is on the property line, or within three feet of
the property line, windows or other openings that allow for visibility into
the side setback of the adjacent lot are not permitted. Windows that do
not allow visibility into the side setback of the adjacent lot, such as
clerestory window or a translucent window, are permitted.
Fencing/Walls Design Standards
(a) Fencing shall be constructed of the following materials: brick, stone,
reinforced concrete, wrought iron, other decorative masonry materials,
redwood, cedar, preservative treated wood .or other equivalent
materials approved by the Zoning Administrator. Any fencing facing
(8)
(9)
a public street shall be constructed of brick, stone, reinforced concrete,
wrought iron, or other decorative masonry materials. Other fences
may be redwood, cedar, preservative treated wood. Railroad ties are
not permitted. Fence panel top and bottom caps are not required for
internal lot fencing. Fence posts shall be constructed of rust resistant
metal parts, concrete based masonry or concrete pillars of sound
structural integrity.
(b) Fences abutting open space or amenities such as floodplain,
greenbelts, parks, town greens, detention/retention areas, or private
parkland shall be constructed of wrought iron or tubular steel or other
equivalent materials as approved by the Zoning Administrator.
(c) Fencing shall not restrict visibility at intersections
Roof Treatment
(a) Materials
(i) Composition shingle roofs are prohibited.
Architectural Review Committee
In order to maintain a comprehensive and complementary architectural style
throughout the Plan area, the Owner shall establish an Architectural Review
Committee ("ARC") composed of an Architect, Landscape Architect and the
Owner.
The ARC shall establish design guidelines to specify the architectural style,
materials and colors to be used, in addition to building orientation. For each
project, items such as architectural elevations, material sample boards and
color samples shall be submitted to the ARC for their review and approval.
An approval letter from the ARC shall be submitted with the corresponding
applications to the City for site development and building permits. The
approval of the ARC shall not take the place of any and all required
submittals to the City, County or other governmental agency as necessary to
receive regulatory approvals.
9. TRANSPORTATION
9.1 Transportation Plan
The Avery Centre Transportation Plan has been reviewed and approved by the
City. Site plans and or plats within the Plan area will be evaluated by the City and
compared to the land _uses evaluated in the Transportation Plan. If the City
determines that the proposed land use(s) indicated on the site plan or plat
substantially conform(s) to the use(s) evaluated in the Transportation Plan, such
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site plans or plats shall be determined to be in compliance with the Transportation
Plan. If the City determines that a proposed land use(s) represent(s) a substantial
increase in traffic trip generation than what was anticipated by the Transportation
Plan, the City may require the preparation of a Traffic Impact Analysis (TIA)
prior to the proposed land use(s) receiving site plan or plat approval. For the
purpose of this determination, a substantial increase shall be the equivalent of a
20% or greater increase in traffic trips.
For those uses which are deemed to represent a substantial increase in trip
generation as compared to the approved Transportation Plan, mitigating factors
which may be considered by the City in determining the need for a TIA may
include the use(s) on adjacent lots, if those uses produce less trips than were
anticipated in the Transportation Plan. While these factors may be considered for
adjacent lots, in no case shall traffic trips be "transferred' from on side of A.W.
Grimes Boulevard to the other. With each final plat within this Plan, a cumulative
accounting of traffic trips generated shall be provided.
9.2 Road Cross Sections
Due to the pedestrian oriented design and emphasis on street trees, the roadway
cross sections for the PUD require deviations from the City's adopted standards.
Exhibit "E", pages 1-6 contains alternate roadway cross sections for use within
the PUD. The roadway cross sections will be otherwise governed by the City
standards, as contained in the City's Transportation Criteria Manual. Exhibit "F"
contains the street layout plan, including street cross sections.
9.3 Gulf Way
A roadway from the eastern terminus of Gulf Way with connecting roadways to
County Road 112 and to A.W. Grimes Boulevard (FM 1460) shall be required as
a part of the PUD, as shown on Exhibit "F". Any development, including final
platting or approval of a site plan, within MU Use District No. 3 or RES Use
District No. 4, with the exception of five (5) acres at the northeastern corner of
MU Use District No. 3, shall require one of the following:
(1) Construction of an extension of Gulf Way and a connection north to County
Road 112, as shown on Exhibit "F"; or
(2) Construction of an extension of Gulf Way and a connection south to A.W.
Grimes Boulevard (FM 1460), as shown on Exhibit "F".
10. LANDSCAPE LOTS AND MAINTENANCE WITHIN PUBLIC RIGHT OF WAY
10.1 A License Agreement(s) shall be required for the installation and maintenance of
any landscaping, signage or other similar facilities within the City right-of-way.
Such facilities may include:
(3) Project entry signage at major intersections
29
(4) Neighborhood entry signage
(5) Community directional signage (not to exceed 8' in height)
(6) Street signs
(7) Lighting, including enhanced street lights and landscape lighting
(8) Intersection and crosswalk enhancements, consisting of stamped and/or
integrated color concrete
(9) Pedestrian underpasses/overpasses
(10) Sidewalks and bike lanes
(11) Landscaping, including plant beds and street trees
(12) Site furnishings, such as benches, planters, trash receptacles
(13) Irrigation
(14) Decorative Walls
The Owner shall make application for a License Agreement(s) at the time of Site
Plan or construction plan submittal.
10.2 Utility Placement
Exhibit "E" indicates the street types and the corresponding utility locations
which may be utilized in the Plan area. All utilities shall be located underground.
Utilities shall be placed a minimum of five feet (5') from any tree. Any utilities
located on private property shall be located within a public utility easement.
10.3 Raised Intersections
Subject to review and approval of the City, raised intersections may be used at
specified locations within the community in order to improve pedestrian and
bicycle safety. The paving at the intersection will be gradually raised to a level of
4 to 6 inches above the primary lanes of the roadway. The intersections will also
be treated with alternative paving including stamped or colored concrete.
10.4 Sidewalks
A minimum of eight feet (8') of obstruction free sidewalk shall be provided
between a commercial building in an MU sub -district and a landscape area or
street tree, exclusive of tree grates. If a covered outdoor colonnade is provided on
the front of a building facade, the area underneath the colonnade shall be included
within the obstruction free area.
A minimum of six feet (6') of obstruction free sidewalk shall be provided
between a residential building and a landscape area or street tree, exclusive of tree
grates. This shall not apply to detached single family development.
Sidewalks are required on both sides of all roadways, including private streets, but
not alleyways.
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Other than the provisions of this section, sidewalks shall meet the City's
Subdivision Ordinance and the Design and Construction Standards Transportation
Manual.
10.5 Pedestrian Crossings
Pedestrian and bicycle cross walks shall be incorporated into the raised
intersections to promote safe and easily identifiable pedestrian circulation. If
pedestrian crossings occur at mid block locations, the crosswalk shall be
delineated with a change of material and/or color from the vehicular lanes of
traffic. Cross walk design shall be subject to the review and approval of the City.
To further promote pedestrian safety, two crossings, A.W. Grimes Boulevard and
Arterial "A", have been identified for additional design treatment. In these two
locations, crossing design shall include the use of a pedestrian overpass or tunnel
to separate the pedestrian from vehicular traffic. These alternative crossing
designs shall be subject to the review and approval of the City.
11. PRIVATE STREETS/GATES
Subject to the provisions of City Ordinance No. G -08-06-26-9D2 regarding gated
communities and private streets, a maximum of 500 of the single family fee simple
residential units within the combined MU and RES Districts may be located within gated
communities. Each gated community shall be limited to a maximum of 120 dwelling
units. The required Private Access Amenity Plan shall be submitted with the Preliminary
Plat for each of the gated communities.
12. STREET CROSS-SECTIONS
The street sections contained in Exhibit "E" illustrate the street types allowed for use
within the Plan area, including the general location of utilities.
Exhibit "F" illustrates the location of the primary circulation street sections.
In order to provide flexibility within the roadway design, Exhibit "G" outlines the design
standards for each roadway classification.
13. PARKING
Off site, including on street parking within the public right of way as defined by the
roadway sections in Exhibit "E" may be included in the parking requirement
calculations for a specific use within Avery Centre if located within 600' of the subject
site.
On street parking may be utilized subject to the following conditions. (1) must be located
within 600'of the site; (2) an on -street parking tabulation chart to determine spaces
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available for assignment to a specific tract must be submitted for consideration by the
City.
13.1 Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis formula for Mixed
Use projects based upon the land use and peak demand time frame for each use.
This analysis is summarized in Exhibit "I".
Avery Centre shall be allowed to employ these national standards once the project
land uses are defined for specific projects within the community, if calculations
result in a reduced parking requirement from the provisions outlined in Exhibit
14. PARKS, OPEN SPACE AND TRAILS
The Parks and Trails Plan is contained in Exhibit "J", which illustrates approximately
152 acres of parks and open space within the Plan.
The parks, trails and open space depicted on Exhibit "J" shall be dedicated to the City
through the subdivision process. Park improvements and trails will be constructed by the
Owner and maintained by an owners association.
The following requirements shall be met:
14.1 Linear Parks and Greenbelts
Linear parkways and greenbelts within Avery Centre shall consist of areas with a
minimum width of 75'.
14.2 Open space requirements for residential uses in Mixed Use sub -districts
In addition to the parks and open space illustrated on Exhibit "J", a minimum of
'/2 acre of open space shall be provided for every ten (10) acres of multi -family
and townhome residential development within Mixed Use sub -districts, and may
include greenbelts, parks, town greens, amenity detention/retention areas, and
private parkland.
14.3 Amenity lakes and detention facilities
All permanent bodies of water, such as lakes and retention ponds shall include an
integrated management program to insure acceptable water quality and to
maintain ecological balance of oxygen, nutrients, light, and temperature. Aeration
systems providing oxygen transfer and aerator fountains for aesthetic appeal shall
32
be utilized as appropriate to the pond type, size and depth. Biological controls will
be enhanced through selection of appropriate water plant species.
Open space shall be required around all amenity lakes and detention facilities. For
these amenities, a minimum open space width of 30' shall be required around the
perimeter of the lake and shall be measured from the line of 25 yr. inundation to
the edge of open space/parkland. Lake edges within Avery Centre shall be either
enhanced or hard edges with a minimum of 30' of enhanced landscaping. Parks
and open spaces around these amenities shall further meet the following
requirements.
(1) A minimum of one (1) 3" caliper tree and two (2) 5 gallon shrubs shall be
planted for every 1000 s.f. of open space land around lakes.
(2) Fencing is allowed around detention ponds only if the fencing is constructed
of wrought iron or tubular steel or other similar products.
(3) Lakes indicated on Exhibit "J" shall be designed as curvilinear,
nonrectangular shapes with a slope not exceeding 3:1.
(4) Amenity feature lake and detention facility designs included on Exhibit "J"
must be approved by the City.
14.4 Town Greens
Town greens are smaller open spaces or plazas which serve a similar use to a
pocket park.
Town greens are important components to the vision of the community and shall
be dispersed throughout the community within walking distance of all residents to
encourage interaction and recreational activity. These public spaces will vary in
size and configuration based upon the ultimate site design and the potential
adjacent use. These civic greens and public open spaces shall be credited as
parkland if they meet the following criteria:
(1) Minimum of '/z acre
(2) Minimum of 100' of street frontage
(3) Configuration and shape must be approved by the City Parks and Recreation
Director.
14.5 Trails
For Avery Centre, a minimum of 5 miles of trails and a minimum of 152 acres of
open space (including floodplain, greenbelts, parks, town greens, amenity
detention/retention areas, private parkland) shall be designated in the community.
All trails within Avery Centre shall be a minimum of 8' wide, concrete trails.
33
14.6 Phasing
Due to the size and complexity of the community, certain phases of development
may draw from the parkland from another phase of development as long as the
open space illustrated on Exhibit "J" is maintained. Each construction phase of
development within Avery Centre must fully develop the parks and trails located
within that specific phase.
15. LANDSCAPING
New development that is proposed within Avery Centre shall comply with the landscape
development standards outlined in Section 11.501, Landscaping, of the City Zoning
Ordinance in place at the time of approval of this PUD with the exception of the
following modifications.
15.1 Street Yard
(1) In an MU area where buildings are oriented close to the street with wide
sidewalks extending to the face of buildings, the City requirement that 30%
of the street yard be landscaped and irrigated shall not apply. In these
situations, street trees planted a maximum of 50' on center within tree grates
shall satisfy the landscape requirements.
(2) Planters will be allowed within the right of way for areas described in the
foregoing paragraph which include on street parking and contain pedestrian
walkways which extend from the building to the edge of the street.
(3)
Residential Street Yards shall be sodded and irrigated up to the back of curb.
15.2 Maintenance
A master community association for the MU areas within Avery Centre will be
established for the maintenance of landscape and irrigation areas located between
the roadways and the property lines for internal projects as well as for all
community signage, walls, medians, common open spaces, greenbelts, parks and
detention areas.
Sub associations may be formed for individual tracts within Avery Centre.
15.3 Tree Protection
For the purpose of the Avery Centre PUD, the following trees shall not be
considered as Protected Trees (as defined in the City Code of Ordinances):
(1) Mesquite
(2) Hackberry
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(3) Cedar
(4) Ash
(5) China Berry
(6) Salt Willows
(7) Salt Cedar
15.4 Street Trees
Street trees shall be located in public rights of way, between the curb and the face
of a building, as indicated on Exhibit "E". Street trees shall meet the following
criteria:
(1) Street Trees may be located within 10' of a building.
(2) Street Trees must be placed within a minimum of a eight (8') wide planting
strip or within and 8'x8' tree grate.
(3) Street Trees shall be placed a maximum of 50' on center.
(4) Street Trees must be a minimum of three (3") caliper.
(5) The following street tree types are recommended within Avery Centre.
Common Name
Scientific Name
Carolina Cherry Laurel
Prunus caroliniana
Bigtooth Maple
Acer grandidentatum
Lacey Oak
Quercus laceyi
Chinquapin Oak
Quercus muehlenbergii
Texas Red Oak
Quercus buckleyi
Cedar Elm
Ulmus crassifolia
Lacebark Elm
Ulmus parvifolia
16. SIGNAGE
Signs shall comply with the Code, with the following exceptions:
16.1 Sign Location
(1) Signage shall be allowed within landscape medians and public right of way
pursuant to a License Agreement.
(2) If pedestrian overpasses are constructed as part of the Avery Centre
community, signage and logos may be integrated onto the bridge structure.
No commercial advertising signs shall be permitted.
(3) The signage shall not obstruct sight lines or views as necessary to maintain
safe vehicular circulation.
(4) Unless expressly authorized by the city, signs are prohibited in public utility
easements.
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16.2 Project Identification Signs
Avery Centre is bordered by two major arterial roadways, University Drive and
FM 1460. Monument signs for Avery Centre shall be allowed on each corner at
the primary collector road intersections with University Drive and FM 1460, as
identified on the Development Plan.
(1) Size
The monument signs at these intersections may have a maximum sign area of
150 square feet. Monument signs at these intersections shall be a maximum
of 10' in height. Architectural elements of the entry design, such as tower
elements, shall not be defined as part of the sign area and may exceed the 10'
maximum height.
(2) Lighting
Monument signs shall be illuminated either by ground mounted fixtures or
with internally illuminated channel letter.
16.3 Directional Signs
(1) Location
(a) Directional Signs will be placed at strategic locations within Avery
Center to guide visitors to the variety of uses and amenities within the
community.
(b) A maximum of 25 directional signs may be installed at key locations
throughout the community.
(2) Size
(a) Directional signs shall not exceed 8 feet in height
(b) Directional signs shall not exceed 50 square feet in sign area
16.4 Construction Phase Signs
For the purpose of identifying the name of a particular construction project, the
opening date, and the contractors, engineers and/or architects working on the
project, Construction Phase Signs may be temporarily installed.
(1) Construction Phase Signs shall be a minimum of twenty (20) feet from the
property line.
(2) The face or sign area- of each Construction Phase Sign shall not exceed one
hundred thirty (130) square feet.
36
(3)
(4)
(5)
Construction Phase Signs shall not be illuminated.
Construction Phase Signs shall be removed prior to the issuance of
Temporary Certificate of Occupancy or a Certificate of Occupancy for the
associated project.
Banner signs advertising the opening of a business shall be permitted for a
period of sixty (60) days following the issuance of the certificate of
occupancy for the associated project.
16.5 Street Name Signs
Street name signs are allowed to deviate in color from the standard green
background with white letter. Alternative street sign color selection and
specification must be submitted to and approved by the City. Any alternative
signs approved by the City shall be maintained by the property owners
association.
16.6 Additional Sign Regulations - Mixed Use District
(1) Materials
(a) The materials used in the construction of a sign shall be compatible with
the building facade upon which they are associated with or placed upon
as well as the architectural theme established for the Avery Centre
community.
(b) New materials may be appropriate only if they are designed in a manner
consistent with the theme established by that development.
(c) Metal signs are permitted but avoid finishes that will create glare.
(d) Cabinet signs are prohibited.
(2) Color
(a) The colors used in a sign shall be compatible with the theme established
for Avery Centre.
(b) Avoid too many colors, small accents may make the sign more attractive
and unique but limit amount of colors used.
(3) Legibility
(a) Limit the number of text styles to avoid confusion and increase legibility.
(b) Avoid symbols and fonts that are hard to read or too intricate.
(4) Illumination
(a) Illuminate only signs that are necessary, allow for illumination from
other sources, ie. streetlights or pedestrian lights.
(b) Individually illuminated signs, either individual illuminated letters or
back -lighted are encouraged.
(c) Internally illuminated plastic cabinet signs are prohibited. Signs with
individual letters are better integrated with the architecture.
37
(5) Location
(a) Signs should not dominate the site in height and should not project above
the rooflines of the buildings.
(b) Signs should not obstruct doors or windows.
(c) Utilize the building's architectural features to delineate where signs
should be located.
(d) Window signs should not cover a majority of the window and should be
intended to be viewed from the outside.
17. UTILITIES
For all development west of AW Grimes, wastewater capacity shall be based off the
Avery Farms Wastewater Study. At initial subdivision improvement plan stage, the
Engineer shall submit the essential information necessary to verify that the Avery Centre
development substantially complies with the assumptions and findings of the Avery
Farms Wastewater Study. Said essential information shall be reviewed and approved by
the City Engineer before any final plat is submitted.
For all development east of AW Grimes, at initial subdivision plan stage, the engineer
shall provide a general study of wastewater capacity available for the entire development
site. Study shall be reviewed and approved by the City Engineer before any final plat is
submitted.
With each subsequent subdivision plan application and each subsequent site plan
application, the engineer shall submit a synopsis to the City of Round Rock, summarizing
proposed wastewater flows for that development and certifying the proposed wastewater
flows are in accordance with the previously approved studies. In addition, the engineer
shall provide in each plan a summary of total flows in chart form, to be placed on the
Notes sheet.
Any transfer of capacity or living -unit -equivalents (LUEs) between basins, or updates to
any study shall be approved on a case-by-case basis by the City Engineer.
18. DEFINITIONS
The following definitions are provided for terms used in the Plan. If there is a conflict
between the definitions contained in this Plan and the definitions in Chapter 11 of the
Code, the definitions in this Plan shall supersede the definitions in the Code.
Accessory Dwelling: A second dwelling unit on the same lot as a single family
dwelling. Such a dwelling shall be established in conjunction with and be clearly
subordinate to the main dwelling and shall not contain a kitchen or formal cooking area.
Dwelling shall not be designed as a rental unit.
38
Amenity Detention/Retention Areas: Open space designed to accommodate storm water
detention and/or water quality facilities in a manner that creates an amenity through the
inclusion of features including trails, landscaping and fountains.
Fuel Sales: A retail fuel sales facility with a maximum of eight gas pumps. Must include
a convenience store.
Garden Center: A retail plant nursery which sells trees, shrubs, annual plants and garden
supplies.
Mixed Use: The combining of complementary commercial and office uses in the same
building, on the same site, or on the same block. Residential uses may be directly
adjacent to the non-residential uses or located above. Residential uses are not required to
be located above non-residential uses in the same building.
P_arking_.Structure:. -..A-str-uctur-e. _composed .--of-- one --or- more --levels--or floors designed to
accommodate vehicular parking spaces that are fully or partially enclosed or located on
the deck surface of a building. This includes parking garages, deck parking and
underground or under -building parking areas.
Research and Development: A business that engages in research or research and
development of innovative ideas in technology -intensive fields. Typical uses include
biotechnology, pharmaceuticals, medical instrumentation or supplies, communications
and information technology, electronics and instrumentation and computer hardware and
software. Development and construction of prototypes may be associated with this use.
This use does not involve the mass manufacture, fabrication, processing or sale of
products.
Street Yard: The area of a lot which lies between the property line adjacent to street or
right-of-way and the actual front wall line of the building, as such building wall line
extends from the outward corners of the building, parallel to the street. Building faces
oriented towards alleys shall not be defined as street yards.
Sub -District: The land use areas delineated on Exhibit "C" and numbered 1-9 and
referenced on the Land Use Table in Section 6.1. Sub -districts have specific and unique
development standards which are contained in Sections 8.1 and 8.2.
19. CHANGES TO DEVELOPMENT PLAN
a. Minor Changes
Minor changes to this Plan which do not substantially and adversely change this
Plan may be approved administratively, if approved in writing, by the City
Engineer, the Director of Planning and Community Development, and the City
Attorney. Any increase in the maximum number of residential units or non -
39
residential square footage listed in Section 6.2 shall not be considered a minor
change.
b. Major Changes
All changes not permitted under section 14.1 above shall be resubmitted
following the same procedure required by the original PUD application.
Major changes include, but shall not be limited to:
(1) an increase in gross density of a residential land use;
(2) an increase in height, area, bulk of any land use;
(3) an increase in intensity of a non-residential land use;
(4) the designation of additional land uses;
(5) the reduction in the depth of landscape buffer yards or reduction in the
Parkland Dedication Requirements
(6) Significant re -alignments of roadways contained in the Roadway Plan,
Exhibit "F"
(7) A change in area of a Sub -District in excess of ten percent (10%), as shown
on Exhibit "C"
(8) Any increase in the maximum number of residential units or non-residential
square footage listed in Section 6.1 (2).
LIST OF EXHIBITS
Exhibit "A" Legal Description
Exhibit "B" Vicinity Map
Exhibit "C" Land Use Plan
Exhibit "D" Shared Detached Garage Layout
Exhibit "E-1 — E-6" Street Cross Sections
Exhibit "F" Street Type Plan
Exhibit "G" Roadway Design Standards
Exhibit "H" Parking Requirements
Exhibit "P' Reduced Parking Provisions
Exhibit "J" Open Space and Trails Plan
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Avery Centre
Planned Unit Development #
EXHIBIT A
LEGAL DESCRIPTIONS
Avery Tract West of A.W. Grimes (aka FM1460) 433.152 Acres
Avery Tract East of A.W. Grimes (aka FM1460) 514.099 Acres
Seton Tract 10.525 Acres
SUBTOTAL 957.776 Acres
SAVE AND EXCEPT
Texas A&M Health Science Center
Tract One
Tract Two
Tract Three
15.000 Acres
11.314 Acres
23.771 Acres
TOTAL SAVE AND EXCEPT 50.085 Acres
NET ACRES WITHIN AVERY CENTRE PUD 907.691 Acres
Avery
433.152 Acres Tract
Page 1 of 11
DESCRIPTION
FOR A 433.152 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY ABSTRACT NO. 215, THOMAS TOBY SURVEY ABSTRACT
NO. 624, THOMAS TOBY SURVEY ABSTRACT NO. 625 AND WILLIS
DONAHOE SURVEY ABSTRACT NO. 173 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF A REMNANT PORTION OF PARCEL
TWO, A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY RANCH
COMPANY, LTD., OF RECORD IN DOCUMENT NUMBER 2002071336,
O.P.R.W.C., TX, SAID 433.152 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH, IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a'//" iron rod found with "Baker-Aicklen" cap on the west right-of-way line of
Farm to Market 1460 (80 foot right-of-way width), said point being the eastern terminus of the
Boundary Line Agreement between Avery Ranch Company, Ltd. and Wallin Family
Investments, L.P. of record in Document No. 2004000841 of the Official Public Records of said
County, for the southeast corner and POINT OF BEGINNING hereof;
THENCE with said Avery / Wallin Boundary Line Agreement, S 68° 23' 29" W for a distance
of 1387.54 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion
of said 1200.19 acre tract, same being the northwest corner of a remainder of a called 152.38
acre tract of land as described in that deed to Wallin Family Investments, L.P. of record in
Document No. 2003057844 of the Official Public Records of said County, same being a point in
the northeast line of a called 2.05 acre tract of land as described in that deed to Todd Wayne
Frank and recorded in Document No. 2000080601 of the Official Public Records of said County,
for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northeast line of said 2.05 acre tract, N 23° 08' 00" W for a distance of 111.06 feet to a 6"x 6"
concrete monument found for the northeast corner of said 2.05 acre tract, for an angle point
hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 2.05 acre tract, S 69° 26' 04" W for a distance of 219.14 feet to a'/z" iron
rod found for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being in
part the northwest line of said 2.05 acre tract and in part the northwest line of a called 1.30 acre
tract of land as described in that deed to James Franzetti and recorded in Document No.
Avery
433.152 Acres Tract
Page 2 of 11
2000069853 of the Official Public Records of said County, S 69° 19' 30" W for a distance of
213.10 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the northwest corner of said 1.30 acre tract, also being the
northeast corner of a called 93.74 acre tract of land as described in that deed to Ardalia E. Martin
and recorded in Volume 2571, Page 709 of the Official Records of said County, for an angle
point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 93.74 acre tract, S 68° 43' 16" W for a distance of 1778.25 feet to a cedar
fence post found for the southwest corner of the Remnant Portion of said 1200.19 acre tract,
same being the southeast corner of a called 43.524 acre tract of land as described in that deed to
the City of Round Rock and recorded in Document No. 9730900 of the Official Records of said
County, for the southwest corner hereof, from which a 1" iron rod found for the northwest corner
of said 93.74 acre tract bears, S 68°36'21" W for a distance of 442.93 feet;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 43.524 acre tract, the following six (6) courses and distances:
1) N 10° 39' 34" W for a distance of 174.08 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
2) N 18° 26' 59" W for a distance of 108.08 feet to a ''/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
3) N 30° 26' 56" W for a distance of 86.47 feet to a %2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
4) N 36° 12' 01" W for a distance of 170.18 feet to a ''/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
5) N 78° 26' 31" W for a distance of 340.75 feet to a fence post found for an angle point
hereof, and
6) N 12° 44' 54" W pass a'/2" iron rod found at a distance of 376.37feet, continuing for a total
distance of 423.52 feet to a '/2" iron rod found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the southwest corner of Lot 5, Lakeside Subdivision
Section Three, a subdivision recorded in Cabinet V, Slides 22 — 24 of the Plat Records of
said County, for an angle point hereof,
THENCE with a north line of the Remnant Portion of said 1200.19 acre tract, same being in part
with the south line of said Lakeside Subdivision Section Three, N 68° 55' 30" E for a distance of
Avery
433.152 Acres Tract
Page 3 of 11
1558.72 feet to a '/2" iron rod found for an angle point of the Remnant Portion of said 1200.19
acre tract, same being the southeast comer of Lot 1 of said Lakeside Subdivision Section Three,
for an angle point hereof;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being in
part with the east line of said Lot 1 and the east line of Lakeside Subdivision Section Four, a
subdivision recorded in Cabinet X, Slides 285 — 286 of the Plat Records of said county, also in
part with a Boundary Line Agreement recorded in Document No. 2003042829 of the Official
Public Records of said County, the following seven (7) courses and distances:
1) N 22° 21' 13" W for a distance of 146.26 feet to a 1/2" iron rod found for an angle point
hereof,
2) N 19° 58' 40" W for a distance of 274.69 feet to a 1/2" iron rod found for an angle point
hereof,
3) N 32° 19' 26" W for a distance of 417.14 feet to a railroad spike found for an angle point
hereof.
4) N 30° 39' 24" W for a distance of 200.21 feet to a railroad spike found for an angle point
hereof,
5) N 26° 03' 59" W, pass at feet 166.90, the southeast terminus of Gulf Way (60 foot right-of-
way width), same being the northeast corner of said Lot 1, and pass at 227.13 feet, the
northeast terminus of said Gulf Way, same being the southeast corner of Lot 54, Block E of
said Lakeside Subdivision Section Four, continuing for a total distance of 992.04 feet to a
1/2" iron rod found for an angle point hereof,
6) N 27° 31' 10" W for a distance of 364.09 feet to a 1/2" iron rod found for an angle point
hereof, and
7) N 09° 46' 05" W for a distance of 276.20 feet to a railroad spike found for the northeast
corner of said Lakeside Subdivision Section Four, same being the southern terminus of a
Boundary Line Agreement between Charles Needham Avery, Jr. etal and John H. May and
Grace Josephine May of record in Volume 958, Page 772 of the Deed Records of said
County, also being the most southerly southeast corner of a 98.20 acre tract of land as
described in that deed to The State of Texas and recorded in Document No. 2005098710 of
the Deed Records of said County, for an angle point hereof,
Avery
433.152 Acres Tract
Page 4of11
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 98.20 acre tract, also being said Avery / May Boundary Line Agreement, the
following seven (7) courses and distances:
1) N 11° 27' 05" W for a distance of 360.26 feet to a 1/2" iron rod found for an angle point
hereof,
2) N 71° 51' 48" E for a distance of 93.72 feet to a 60d nail found in fence post for an angle
point hereof,
3) S 65° 47' 14" E for a distance of 128.41 feet to a '/2" iron rod found for an angle point
hereof,
4) S 80° 01' 56" E for a distance of 84.67 feet to a PK nail found for an angle point hereof,
5) N 63° 44' 01" E for a distance of 106.68 feet to a '/2" iron rod found for an angle point
hereof,
6) N 44° 20' 38" E for a distance of 8.73 feet to a '/2" iron rod found for an angle point hereof,
and
7) N 58° 59' 14" E for a distance of 125.12 feet to a 1/2" iron rod found for an angle point
hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
three (3) courses and distances:
1) S 39° 52' 43" E for a distance of 223.95 feet to a '/2" iron rod with "Baker-Aicklen" cap
to be set for an angle point hereof,
2) N 58° 04' 46" E for a distance of 1219.87 feet to a 1/2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof, and
3) with the arc of a curve to the left. having a radius of 25.00 feet, an arc length of
37.02 feet, a central angle of 84° 50' 57", and a chord which bears N 15° 39' 17" E for a
distance of 33.73 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a point of
tangency hereof on the west right-of-way line of County Road 112 (120 foot right-of-way
width), as recorded in Document No. 2005010992 of the Official Public Records of said
County,
Avery
433.152 Acres Tract
Page 5 of 11
THENCE with the west right-of-way line of said County Road 112 the following four (4)
courses and distances:
1) N 26° 46' 12" W for a distance of 22.85 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears, N 63°13' 48" E for a distance of 120.00 feet,
2) with the arc of a curve to the left, having a radius of 2050.00 feet, an arc length of 672.26
feet, a central angle of 18° 47' 20", and a chord which bears, N 36° 09' 52" W for a
distance of 669.25 feet to a ''/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, from which a 1/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency on the east right-of-way line of said County road 112 bears, N 44° 26' 28" E for
a distance of 120.00 feet,
3) N 45° 33' 32" W for a distance of 831.75 feet to a '/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears, N 44° 26' 28" E for a distance of 120.00 feet, and
4) with the arc of a curve to the right, having a radius of 2150.00 feet, an arc length of
687.88 feet, a central angle of 18° 19' 53", and a chord which bears N 36° 23' 35" W for
a distance of 684.95 feet to a 1/2" iron rod with "Baker-Aicklen" cap to be set for a point
of reverse curvature hereof,
THENCE leaving the west right-of-way line of said County road 112 and through the interior of
the Remnant Portion of said 1200.19 acre tract the following two (2) courses and distances:
1) with the arc of a curve to the left having a radius of 25.00 feet, an arc length of 36.28 feet,
a central angle of 83° 09' 08", and a chord which bears N 68° 48' 13" W for a distance
of 33.18 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a point of tangency
hereof, and
2) S 69° 37' 13" W for a distance of 770.73 feet to a '/2" iron rod with "Baker-Aicklen" cap
to be set for a point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract, from which a '/2" iron rod found for an
angle point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, sante being the west boundary line of
the Remnant Portion of said 1200.19 acre tract bears, S 17° 11' 24" E for a distance of
636.50 feet,
Avery
433.152 Acres Tract
Page 6 of 11
THENCE with the west boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the east boundary line of said 98.20 acre tract, same being the east boundary line of said
Boundary Line Agreement, N 17° 11' 24" W for a distance of 1251.94 feet to a '/2" iron rod
found with "Baker-Aicklen" cap for the northwest corner of the Remnant Portion of said 1200.19
acre tract, same being the northeast corner of said 98.20 acre tract, same being. the northern
terminus of said Boundary Line Agreement, same being a point on the south right-of-way line of
University Boulevard, also known as C. R. 114, (90 foot right-of-way width), from which a '/2"
iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary line of said
98.20 acre tract, same being a point on the south right-of-way line of said University Boulevard
bears, S 69° 32' 28" W fora distance of 1012.30 feet;
THENCE with the north line of the Remnant Portion of said 1200.19 acre tract, same being the
south right-of-way line of said University Boulevard, and in part with the northern terminus of
the right-of-way of said County Road 112, N 69°37'13" E for a distance of 1238.56 feet to a '/2"
iron rod found with "Baker-Aicklen" cap for the most northerly northeast corner hereof from
which a '/2" iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary
line of a called 101.376 acre tract of land in deed to Texas State University System as recorded
in Document No. 2004014440 of the Official Public Records of said County, same being a point
on the south right-of-way line of said University Boulevard bears, N 69° 37' 13" E for a distance
of 336.01 feet;
THENCE with the west boundary line of said 101.376 acre tract, same being the east boundary
line of the Remnant Portion of said 1200.19 acre tract the following eight (8) courses and
distances:
1) S 20° 22' 47" E for a distance of 564.54 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
2) S 17° 38' 39" W for a distance of 89.29 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
3) S 20° 22' 47" E for a distance of 70.25 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
4) S 58° 24' 13" E for a distance of 89.29 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
5) S 20° 22' 47" E for a distance of 444.54 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
Avery
433.152 Acres Tract
Page 7 of 11
6) S 30° 01' 22" E for a distance of 888.97 feet to a '/z" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
7) S 07° 12' 33" W for a distance of 131.28 feet to a 1/4" iron rod found with "Baker-Aicklen"
cap for an angle point hereof, and
8) S 44° 26' 28" W for a distance of 132.56 feet to all/2" iron rod found with "Baker-Aicklen"
cap for a point on the east right-of-way line of said County Road 112 hereof,
THENCE with the east right-of-way line of said County Road 112, same being, the west
boundary line of said 101.376 acre tract the following three (3) courses and distances:
1) S 45° 33' 32" E for a distance of 401.00 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 2170.00 feet, an arc length of
711.61 feet, a central angle of 18° 47' 20", and a chord which bears S 36° 09' 52" E for a
distance of 708.42 feet, to a 1/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, and
3) S 26° 46' 12" E for a distance of 34.88 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
THENCE leaving the east right-of-way line of said county Road 112, with the south boundary
line of said 101.376 acre tract, with a north boundary line of the Remnant Portion of said
1200.19 acre tract the following three (3) courses and distances:
1) N 58° 04' 46" E for a distance of 644.52 feet to a ''/2" iron rod found with "Baker-
Aicklen" cap for an angle point hereof,
2) N 21° 08' 47" W for a distance of 58.77 feet to a 1/4" iron rod found with "Baker-
Aicklen" cap for an angle point hereof, and
3) N 29° 59' 07" E for a distance of 999.48 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for the southeast corner of said 101.376 acre tract, same being an angle
point of the Remnant Portion of said 1200.19 acre tract for an angle point hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
nine (9) courses and distances:
Avery
433.152 Acres Tract
Page 8 of 11
1) S 50° 40' 33" E for a distance of 14.47 feet to a'/2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a central angle of 22° 48' 56", and a chord which bears S 39° 16' 05" E
for a distance of 237.60 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof,
3) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
241.76 feet, a central angle of 23° 03' 42", and a chord which bears S 16° 19' 46" E
for a distance of 240.13 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
4) S 04° 47' 55" E for a distance of 437.63 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
5) with the arc of a curve to the left, having a radius of 50.00 feet, an arc length of
83.42 feet, a central angle of 95° 35' 50", and a chord which bears S 52° 35' 49" E for
a distance of 74.08 feet to a '/2" iron rod with 'Baker-Aicklen" cap to be set for a
compound point of curvature hereof,
6) with the arc of a curve to the left, having a radius of 415.00 feet, an arc length of
285.59 feet, a central angle of 39° 25' 47", and a chord which bears N 59° 53' 22" E
for a distance of 279.99 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
7) N 40° 10' 29" E for a distance of 130.92 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
8) with the arc of a curve to the right, having a radius of 545.00 feet, an arc length of
272.74 feet, a central angle of 28° 40' 24", and a chord which bears N 54° 30' 41" E
for a distance of 269.91 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof, and
9) N 68° 50' 53" E for a distance of 245.68 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point on the east boundary line of the Remnant Portion of said
1200.19 acre tract, same being a point on the west right-of-way line of said F. M. 1460,
THENCE with the east boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the west right-of-way line of said Farm to Market 1460 the following four (4) courses and
distances:
Avery
433.152 Acres Tract
Page 9 of 11
1) S 21° 08' 56" E for a distance of 1166.37 feet to an iron rod found with "Vara" cap for a
point of curvature hereof;
2) with the arc of a curve to the right, having a radius of 1106.28 feet, an arc length of
646.41 feet, a central angle of 33° 28' 42", and a chord which bears, S 04° 24' 15" E for a
distance of 637.25 feet to a TXDOT Type I concrete monument found (destroyed) for a
point of tangency hereof,
3) S 12° 20' 39" W for a distance of 2839.20 feet to an iron rod found with "Vara" cap for an
angle point hereof, and
4) S 12° 15' 20" W for a distance of 54.01 feet to the POINT OF BEGINNING and
containing 433.152 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during August and September, 2003.
Surveyed under the direct supervision of the undersigned during August and September, 2003:
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512)-260-3700
03/2 124708
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY@CHANDLER RD\METES & BOUNDS\AVERY 433 AC
PUD.DOC
SKETCH TO ACCOMPANY DESCRIPTION
LEGEND
• 1/2" IRON ROD FOUND
UNIVERSITY BOULEVARD (90' R.O.W.) C.R. 114
L56
APPROXIMATE LOCATION OF SURVEY UNE
BOUNDARY LINE
AGREEMENT
VOLUME 958, PAGE 772
O.R.W.C., TX
THE STATE OF TEXAS
DOC. # 2005098710
DEED RECORDS
WILLIAMSON COUNTY,
TEXAS
L33
0
L57
L31
BOUNDARY LINE
AGREEMENT (\
VOLUME 958, PAGE 772
O.R.W.C., TX DETAIL
SEE PAGE 2
LAKESIDE SUBDIVISION
SECTION FOUR CABINET X,
SLIDES 285 & 286
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS \
-ert23. -OAT
O S�
g2
u
LOT 1
(CALLED 46.300 ACRES)
LAKESIDE SUBDIVISION
SECTION THREE CABINET V,
SLIDES 22 - 24
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
LOT 5
(2.159 ACRES)
D.E. & S.S.E.
LOT 6
(1.463 ACRES)
PARKLAND
DETAIL
SEE PAGE 2
O IRON ROD FOUND WITH VARA CAP
O 1" IRON ROD FOUND
o 1/2" IRON ROD FOUND WITH
"BAKER-AICKLEN" CAP
• 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP TO BE SET
A PK NAIL FOUND IO
N
• 60D NAIL FOUND IN FENCE POST (Q
O 6"X6" CONCRETE
MONUMENT FOUND
• TXDOT TYPE I CONCRETE
MONUMENT FOUND
• RAILROAD SPIKE FOUND
p� • FENCE POST FOUND
v
<p (CALLED 101.376 ACRES)
TEXAS STATE UNIVERSITY
SYSTEM
DOC. #2004014440
0.P.R.W.C., TX v
w
0
0
C10 L50
1.28
rn
L12
(CALLED 43.524 ACRES)
CITY OF ROUND ROCK,
TEXAS
DOCUMENT # 9730900
r
0.P.R.W.C., TX
co
L5
BOUNDARY LINE
AGREEMENT
DOCUMENT NO. 2003042829
0.P.W.C., TX
APPROXIMATE LOCATION OF SURVEY UNE
L4 L3
REMNANT PORTION OF
(PARCEL TWO)
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY,
LTD.
DOC. #2002071336
OFFICIAL PUBLIC
RECORDS,
WILLIAMSON COUNTY,
TEXAS
DESCRIPTION FOR Sj•
(CALLED 1200.19 ACRES) CY
VOLUME 305, PAGE 228 Q-'
DEED RECORDS, hry �ca
WILLIAMSON COUNTY, v -o
TEXAS .p
Q4-.
BOUNDARY LINE
AGREEMENT
DOC. #2004000841
0.P.R.W.C., TX\ 9?
\ APPROXIMATE LOCATION OF SURVEY LINE
LI
(CALLED 1.30 ACRES) REMAINDER OF A
JAMES FRANZETTI / (CALLED 152.38 ACRES)
DOC. 2000069853 WALLIN FAMILY
0.P.R.W.C., TX INVESTMENTS, L.P.
(CALLED 2.05 ACRES) I DOC. #2003057844
TODD WAYNE FRANK 0.P.R.W.C., TX/
(CALLED 93.74 ACRES) DOC. 2000080601
ARDALIA E. MARTIN
VOLUME 2571, PAGE 709
O.R.W.C., TX
O.P.R.W.C., TX DATE: SEPTEMBER, 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE 10 OF 11
POINT OF BEGINNING
APPROXIMATE LOCATION OF SURVEY LINE
WILLIS DONAHOE SURVEY
ABSTRACT NO. 173
a‘ BAKER-AICKLEN
& ASSOCIATES, INC,
Engineers • Surveyors • GIS • Planing
405 BRUSHY CREEK R.O.
019 260.37L0
8:\PROJECT9\AVERYACHANOLER RD\D80-ONORY\AVERT 433 AC PIA 8NORT.0.9 (433 AC PUO 811011 Ally 49, 2000 - 4109m
SKETCH TO ACCOMPANY DESCRIPTION
NUMBER
RADIUS
ARC
CEN. ANGLE
CH. BRG.
CHORD
C1
25.00'
37.02'
84°50'57"
N 15°39'17" E
33.73'
C2
2050.00'
672.26'
18°47'20"
N 36°09'52" W
669.25'
C3
2150.00'
687.88'
1899'53"
14 36°23'35" W
684.95'
C4
25.00'
36.28'
83°09'08"
N 68°48'13" W
33.18'
C5
2170.00'
711.61'
18°47'20"
S 36°09'52" E
708.42'
C6
600.64'
239.18'
22°48'56"
S 3996'05" E
237.60'
C7
600.64'
241.76'
23°03'42"
S 1699'46" E
240.13'
C8
50.00'
83.42'
95°35'50"
S 52°35'49" E
74.08'
C9
415.00'
285.59'
39°25'47"
N 59°53'22" E
279.99'
C10
545.00'
272.74'
28°40'24"
N 54°30'41" E
269.91'
C11
1106.28'
646.41'
33°28'42"
S 04°24'15" E
637.25'
NUMBER
BEARING
DISTANCE
L1
S 6873'29" W
1387.54'
1.2
N 23°08'00" W
111.06'
L3
S 69°26'04" W
219.14'
L4
S 6999'30" W
213.10'
L5
S 68°43'16" W
1778.25'
L6
N 10°39'34" W
174.08'
L7
N 18°26'59" W
108.08'
L8
N 3076'56" W
86.47'
L9
N 3692'01" W
170.18'
L10
N 7876'31" W
340.75'
L11
N 12°44'54" W
423.52'
1.12
N 68°55'30" E
1558.72'
L13
N 22°21'13" W
146.26'
L14
N 19°58'40" W
274.69'
1.15
N 3299'26" W
417.14'
1.16
N 30°39'24" W
200.21'
L17
N 26°03'59" W
992.04'
L18
N 27°31'10" W
364.09'
1-19
N 09°46'05" W
276.20'
L20
N 1177'05" W
360.26'
L21
N 71°51'48" E
93.72'
L22
S 65°4714" E
128.41'
L23
S 80°01'56" E
84.67'
L24
N 63°44'01" E
106.68'
L25
N 44°20'38" E
8.73'
L26
N 58°59'14" E
125.12'
L27
S 39°52'43" E
223.95'
L28
N 58°04'46" E
1219.77'
1.29
N 26°46'12" W
22.85'
L30
N 45°33'32" W
831.75'
L31
S 69"37'13" W
770.73'
L32
N 1791'24" W
1251.94'
L33
N 69°37'13" E
1238.56'
L34
S 2072'47" E
564.54'
L35
S 17°38'39" W
89.29'
L36
S 20°22'47" E
70.25'
1.37
S 5874'13" E
89.29'
L38
S 2072'47" E
444.54'
L39
S 30°01'22" E
888.97'
L40
S 0792'33" W
131.28'
L41
S 44°26'28" W
132.56'
L42
S 45°33'32" E
401.00'
L43
S 26°46'12" E
34.88'
L44
N 58°04'46" E
644.52'
L45
N 21°08'47" W
58.77'
L46
N 29°59'07" E
999.48'
L47
S 50°40'33" E
14.47'
L48
S 04°47'55" E
437.63'
L49
N 409079" E
130.92'
L50
N 68°50'53" E
245.69'
L51
S 21°08'56" E
1166.37'
L52
S 1270'39" W
2839.20'
L53
S 1295'20" W
54.01'
L54
S 68°36'21" W
442.93'
1.55
S 179174" E
636.50'
L56
S 69°32'28" W
1012.30'
L57
N 69°37'13" E
336.01'
L58
N 6393'48" E
120.00'
L59
N 44°26'28" E
120.00'
L60
N 44°26'28" E
120.00'
DATE: SEPTEMBER, 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE11 OF 11
/ BAKER-AICKLEN
& ASSOCIATES, INC.
Engineers • Surveyors • GIS • Planning o, a a°oncrm
W:\PROJECTS\AVERY•CNANDLER RO\OW0-BNORY\AVERY 433 AC PVD BNDRY.C•y (433 AC PIM BNOY (21)JN) 20.2000 - 4:09Pm
No Text
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 1 of 9
DESCRIPTION
FOR A 514.099 ACRE TRACT OF LAND SITUATED IN THE WILLIS
DONAHOE SURVEY, ABSTRACT NO. 173, THE JOHN L. JUSTICE
SURVEY, ABSTRACT NO. 356, TIIE THOMAS GLASSCOCK SURVEY,
ABSTRACT NO. 255 AN1) "I_HL 'IHOMAS TOBY SURVEY, ABSTRACT NO.
625, BEING: A PORTION OF A REMNANT PORTION OF A CALLED
1200.19 ACRE "TRACT DESCRIBED IN DEED TO AVERY RANCH
COMPANY, LLTD, OF RECORD I\ DOCUMENT NO. 2002071336, OF TIIE
OFFICIAL PUBLIC RECORDS OF WVIL IAMSON COUNTY, TTX.\S ALL
OF "MAT CERTAIN "TRACT IV" DESCRIBED) IN DEED) TO AVERY
RANCI-I COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336,
OF 1,1-11 OFFICIAL PC.1HI_,1C RI (0R.DS OF WILLIAMSON COUNTY.
TEXAS AND ALL OF TIIAT CERTAIN MISSOURI -KANSAS RAILROAD
COMPANY TRACT IN QUITCLAIM CLAI; i D1:11) OF RECORD IN VOLUME .\ I.F: 773,
PAGE 652 OF THE DEED RECORDS OF WVILLIAMSON COUNTY, TEXAS,
SAID 514.099 ACRE "TRACT AS SHOWN ON THE ACCOMPANYING
SURVEY PLAT IS MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a 1/2" iron rocs with a plastic cap stamped "Baker-Aicklen" set on a point in the
east right-of-way line of Farm to Market 1460 (80' right-of-way width), said point being the
southwest corner of a called 1629.95 acre tract described in deed to Nelson homestead Family
Partnership. Ltd. of record in Document No. 9824078 of said Official Public Records, same
being the northwest corner of said Remnant Portion of called 1200.19 acre tract for the northwest
corner and POINT OF BEGINNING hereof, from which a Texas Department of Transportation
"hype 1 concrete monument found on the east right-of-way line of said Farm to Market 1460
bears, with said right-of-way line, N 21'09'23" W a distance of 2423.31 feet:
THENCE departing the east right-of-way line of said Farm to Market 1460 with, in part the
south boundary line of said 1629.95 acre tract, same being the north boundary line of said
Remnant Portion of called 1200.19 acre tract and the northerly boundary line of said Missouri -
Kansas Railroad Company tract, the following thirteen (13) courses and distances:
1. N 71°1410" E for a distance of 811.35 feet to a 1/2" iron rod with a plastic cap stamped
..Baker-Aicklcn" set for an angle point in the northerly boundary line hereof.
2. 1N 71°54'04" E for a distance of 1.170.00 feet to an iron rod with an aluminum cap
stamped Texas Department of Transportation found on a point in the northerly boundary
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Pave 2 of 9
line of said Missouri -Kansas Railroad Company tract for an angle point in the northerly
boundary line hereof,
3. With the northerly boundary line of said Missouri -Kansas Railroad Company tract. N
05°53'55" E for a distance of 688.95 feet to a 1/2" iron rod with a plastic cap stamped
:`Baker-Aicklen ' set for an angle point in the northerly boundary line hereof,
4. N 64°53'24" E for a distance of 463.84 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
5. N 72°11'45" E for a distance of 721.67 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
6. N 02°04'0.1" E for a distance of 488.30 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof.
7. S 67°35'59" E for a distance of 116.10 feet to a 1/2" iron rod with a plastic cap stamped
:`Baker-Aicklen" set for an angle point in the northerly boundary line hereof.
8. N 70°41'01" E for a distance of 828.30 feet to an angle point in the northerly boundary
line hereof.
N 10°20'59" W for a distance of 611.10 feet to an angle point in the northerly boundary
line hereof.
10. N 70°34'Ol" E for a distance of 125.00 feet to an angle point in the northerly boundary
line hereof,
11. S 47°24'59" F. for a distance of847.20 feet to an angle point in the northerly boundary
line hereof,
12. S 77°34'59" E for a distance of 430.60 feet to an angle point in the northerly boundary
line hereof.
13. S 50°31'39" E for a distance of 305.60 feet to an angle point in the northerly boundary
line of a called 868.54 acre tract of land described in deed to Nelson Homestead family_
Partnership, Ltd. of record in Document No. 9824076 of the Official Records of
Williamson County. Texas for the easternmost northeast corner hereof.
THENCE with the northerly and westerly boundary line of said 868.54 acre tract, same being
the easterly boundary line of said Remnant Portion of called 1200.19 acre tract the following
seven (7) courses and distances:
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 3 of 9
I. S 78°3.1'05" W for a distance of 154.20 feet to a 1/2" iron rod with a plastic cap stamped
::Baker-Aicklen" set for an angle point in the easterly boundary line hereof.
S 88°41'Oi" W for a distance of 186.40 feet to an angle point in the easterly boundary
line hereof.
3 N 64°22'59" «` for a distance of 267.20 feet to an angle point in the easterly boundary
line hereof.
4. S 68°31'14" \\' for a distance of 1352.80 feet to a wood fence post for an angle point in
the easterly boundary line hereof.
�. S 21°33'28" E .for a distance of 1403.90 feet to a wood fence post for an angle point in
the easterly boundary line hereof.
6. S 69°08'32" W for a distance of 527.14 feet to a wood fence post for an angle point in
the easterly boundary line hereof.
7. S 08°04'56" E. at 282.74 feet, pass a wood fence post in the north margin of County
Road 112, a roadway that is maintained by Williamson Count` and used by the public,
continuing for a total distance of 308.60 feet to a cotton gin spindle with a washer
stamped "Baker-Aicklen" set on a point in the centerline of said County Road 112, for an
angle point in the east boundary line hereof;
THENCE with the centerline of said County Road 112, same being the southerly boundary line
of said 868.54 acre tract. N 70°06'20" E for a distance of 1419.94 feet to a cotton gin spindle
with a washer stamped "Baker-Aicklen" set for an angle point in the east boundary line hereof:
THENCE crossing said County Road 112, S 21°41'55" E for a distance of 42.51 feet to a 1/2"
iron rod with a plastic cap stamped Baker-Aicklen" set on a point in the south margin of said
County Road 112, said point being the northwest corner of the aforementioned Tract IAV. for an
angle point in the east boundary line hereof;
THENCE with the south margin of said County Road 112, as fenced on the ground.
N 69°54'57" E for a distance of 789.16 feet to a Nyood fence post at the intersection of the south
margin of said County Road 112 with the west margin of County Road 1 17. a roadway that is
maintained by Williamson County and used by the public._ for an angle point in the east boundary
line hereof:
THENCE with the west margin of said Count Road 117, as fenced on the ground.
S 21°06'1.7" E for a distance of 2389.52 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof;
Avery Ranch Co.. Ltd.
.14.099 Acres Tract
Page 4 of 9
THENCE crossing said County Road 117, the following three (3) courses and distances:
1. N 68°09'05" E for a distance of 150.03 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof,
7
S 23°01'55" E for a distance of 56.67 feet to a cotton gin spindle with a washer stamped
"Baker-Aicklen" set for the southeast corner hereof..
3. S 69°1.9'05" W for a distance of 8.61 feet to a 112" iron rod found on a point in the vvest
margin of said County Road 117. said point being the northeast corner of a called 4.9958
acre tract of land described in deed to Kenneth J. Pine and Wisam B. Pine of record in
Document No. 2000058706 of the Official Public Records of Williamson County. Texas
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 4.9958 acre tract S 68°15'17" W for a distance
of 737.14 feet to a 1/2" iron rod found on a point being the northwest corner of said 4.9958 acre
tract, same being the northeast corner of a called 2.49 acre tract of land described in deed to
Thomas J. Pruett and Peggy R. Pruett of record in Volume 864, Page 606 of the Deed Records of
said County for an.angle point in the south boundary line hereof;
THENCE with the north boundary line of said 2.49 acre Pruett tract. S 68°25'O1" W for a
distance of 184.97 feet to a 1/2" iron rod found on a point being the northwest corner of said
2.49 acre Pruett tract, same being the northeast corner of a called 2.49 acre tract of land
described in deed to Donna J. Conley of record in Document No. 2006079806 of the Official
Public Records of Williamson County. Texas. for an angle point in the south boundary line
hereof:
THENCE with the north boundary- line of said 2.49 acre Conley tract. S 68°12'15" W for a
distance of 209.84 feet to a 1/2" iron rod found on a point being the northwest corner of said
2.49 acre Conley tract, same being the northeast corner of a called 5.00 acre tract of land
described in deed to William E Bills of record in Document No. 199946700 of the Official
Public Records of Williamson County. Texas. for an angle point in the south boundary line
hereof;
THENCE with the north boundary line of said 5.00 acre tract, S 68°21'40" W for a distance of
531.50 feet to a 1/2" iron rod found on a point being the northwest corner of said 5.00 acre tract,
same being the northeast corner of a called 77.757 acre tract of land described in deed to
Continental Homes of Texas of record in Document No. 2002025858 of said Official Public
Records, for an angle point in the south boundary line hereof,:
THENCE with the north boundary line of said 77.757 acre tract. S 68°55'37" W for a distance
of 1260.21 feet to a 1/2" iron rod found on a point being the northwest corner of said 77.757 acre
Avery Ranch Co..
514.099 Acres Tract
Page 5 of 9
tract, same being the northeast corner of "Saddlebrook Estates. Section 2", a subdivision
according to the plat of record in Cabinet F. Slides 42-43 of the Plat Records of Williamson
County, Texas, for an angle point in the south boundary line hereof:
THENCE with the north boundary line of said "Saddlebrook Estates. Section 2",
S 68°53'46"W for a distance of 1228.56 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set on a point being the northwest corner of said "Saddlebrook Estates. Section
2", same being the northeast corner of "Saddlebrook Estates. Section 1" a subdivision according
to the plat of record in Cabinet F. Slides 40-41 of said Plat Records, for an angle point in the
south boundary line hereof;
THENCE with the north boundary line of said "Saddlebrook Estates, Section 1",
S 68°50'49" W for a distance of 630.00 feet to a 1/2" iron rod found on a point being the
northwest corner of said "Saddlebrook Estates. Section 1", same being the northeast corner of
"Pecan Hills", a subdivision according to the plat of record in Cabinet E. Slide 349 of said Plat
Records. for an angle point in the south boundary line hereof:
THENCE with the north boundary line of said "Pecan Hills", S 68°51'53" \V for a distance of
610.06 feet to a 1/2" iron rod found on a point in the east boundary line of a called 152.38 acre
tract of land described in deed to the Wallin Family Investments of record in Document No.
2003057844 of the Official Public Records of Williamson County, Texas. said point being. the
northwest corner of said "Pecan Hills". for an angle point in the south boundary line hereof:
THENCE with the east boundary line of said 152.38 acre tract. N 21°41'12" W for a distance of
29.80 feet to a 5/8" iron rod found on a point being the northeast corner of said 152.38 acre tract,
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 152.38 acre tract, S 68°51'29" W for a distance
of 46.34 feet to the northeast corner of a called 33.302 acre tract of land described in deed to the
State of Texas of record in Volume 1970, Page 515 of the Official Records of Williamson
County. Texas, for a point in the south boundary line hereof;
THENCE with the north boundary line of said 33.302 acre tract. S 68°51'29" W for a distance
of 112.27 feet to the northwest corner of said 33.302 acre, same being the northeast corner of
said 152.38 acre tract, for a point in the south boundary line hereof:
THENCE with the north boundary line of said 152.38 acre tract. same being the south boundary
line of said Remnant Portion of called 1200.19 acre tract, the following three (3 j courses and
distances:
1. S 68°51'29" W for a distance of 76.85 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Paye 6 of 9
2. N 21°44'50" W for a distance of 239.44 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set" for an angle point in the south boundary line hereof.
3. S 68°40'1.0" W for a distance of 1741.32 feet to a 1/2" iron rod with a plastic cap
stamped "Baker-Aicklen" set on a point in the east right-of-way line of the
aforementioned Faun to Market 1460, said point being the northwest corner of said
152.38 feet, same being the southwest corner of said Remnant Portion of called 1200.19
acre tract, for the southwest corner hereof:
THENCE with the east right-of-way line of said Faim to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract. the following? five (5)
courses and distances:
1. N 12°20'27" E, at 7.23 feet, pass a Texas Department of Transportation Type 1 concrete
monument found, continuing for a total distance of 2686.94 feet to a 1/2" iron rod with a
plastic cap stamped "Baker-Aicklen" set for an angle point in the west boundary line
hereof,
2. N 57°20'27" E for a distance 01756.58 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereof,
3. N 12°20'27" E for a distance 01'80.01 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereof.
4. N 31°54'33" W .for a distance of 57.33 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set at
With said curve to the left having a radius of 1185.92 feet, a delta angle of07°27'03". an
arc length of 154.22 feet and a chord which bears N 08°36'42" E for a distance of 154.11
feet to a 1/2" iron rod with a plastic cap stamped '`Baker-Aick.len" set on a point at the
intersection of the east right-of-way line of said Farm to Market 1460 with the south
right-of-way line of Counts- Road 112, said County Road 112 rightvof-yy i beim a called
3.346 acre tract, described in deed to Williamson County of record in Document No.
2005010992 of the Official Public Records of Williamson. County. Texas, for an angle
point in the west boundary line hereof;
THENCE departing the east right-of-way line of said Farm to Market 1460, with the boundary
line of said 3.346 acre (County Road 112) tract, the following nine (9) courses and distances:
1. N 85°03'43" E for a distance of 555.78 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof.
Avery Ranch Co.. Ltd,
514.099 Acres Tract
Page 7 of 9
2. N 80°29'16" E for a distance of 250.80 feet to a 1/2" iron rod tivith a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the left in the yvest boundary line
hereof.
With said curve to the left having a radius of 1540.00 feet, a delta angle of 15°59'02". an
arc length of 429.62 feet and a chord which bears N 77°04'.11" E for a distance of 428.23
feet to a 1/2" iron rod with a plastic cap stamped `Baker-Aicklen" found for an angle
point in the west boundary line hereof.
4. N 69°04'40" E for a distance of269.75 feet to a 1/2" iron rod with a plastic cap stamped
::Baker-Aick1en" found for an angle point in the west boundary line hereof;
5. N 20°55'20" W for a distance of 80.00 feet to a 1/2" iron rod with a plastic cap stamped
.:Baker-Aicklen" found for an angle point in the west boundary line hereof.
6. S 69°04'40" W for a distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the right in the w=est boundary line
hereof.
7. With said curve to the right having a radius of 1460.00 feet, a delta angle of 15°59'02",
an arc length of 407.30 feet and a chord which bears S 77°04'11" W for a distance of
405.98 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an
angle point in the west boundary line hereof,
8. S 89°38'09" W for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the westboundary line hereof,
9.
S 85°03'43" W for a distance of 541.25 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found on a point at the intersection of the east right-of-way line of said
Farm to Market 1.460 with the north right-of-way line of said County Road 1 12. for a
point at the beginning of a curve to the left in the west boundary line hereof.
THENCE Nvith the east right-of-way line of said Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following two (2) courses
and distances:
1. With said curve to the left having a radius of 1185.92 feet, a delta angle of 20°11'33", an
arc length of417.95 feet and a chord which bears N 11°03'09" W for a distance of
415.79 feet to a 1!2" iron rod with a plastic cap stamped "Baker-.Aicklen" set for an angle
point in the west boundary line hereof.
Aver• Ranch Co., Ltd,
514.099 Acres Tract
Page8of9
2. N 21°09'23" W for a distance of 496.07 feet to the POINT OF BEGINNING hereof
and containing 514.099 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during June and July 2005.
Surveyed under the direct supervision of the undersigned during July, 2005:
Parker .1. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 0608-2-004-20
Filename: W:`PROJLCTS AVERY 515 AC \4)=TES&BOt NDS'.514.099 ACRE TRACT.DOC
&NM MI r,
ROVNDAAr SURVEY
5+ TRACT IN NE WILLS.QEB.
DONAHOE SURVEY, ABSTRACT N0. J, TLE
JOHN L JUSTICE SURVEY, ABSTRACT N0.
356. 111E 11101AL15
ABSTRACT N0. 255 310 TILE 111014/5 TDBr
w5 65000a SURVEY, 111601
SURVEY. ABSTRACT NO. 625, rnuYySON
AVERY RANCH COMPANY
BBAKEaRCAICKL
NJc w v
ENOINEEas/Suaysrpgs p�v+w+ev
rvarcT
BOUNDARY SURVEY
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No Text
Seton Round Rock
10.525 Acre Tract
Page 1 of 4
DESCRIPTION
FOR A 10.525 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY, ABSTRACT 215 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OFA (1:.,1.1 1) 1200.19 ACRE TRACT IN DEED TO AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NUMBER
2002071336, OFFICIAL PUBLIC RECORDS OF WTD ILLIAMSON COUNTY,
TEXAS, SAID 10.525 ACRE TRACT, AS SHOWW,-N, ON THE
ACCOMPANYING SKETCH. IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a '/s" iron rod with plastic cap stamped "Baker-Aicklen"
found on a point being the southeast corner of a called 101.376 acre tract of land in deed to
Texas State University Systems of record in Document No. 2004014440 of the Official Public
Records of Williamson County, Texas, same being the southwest corner of Lot 1, Block A. of
the Seton Network Subdivision, a subdivision recorded in Cabinet BB, Slides 54-57 of the Plat
Records of Williamson County. Texas, also being an angle point on the north boundar}( line of a
Remnant Portion, of said 1200.19 acres;
THENCE through the interior of said Remnant Portion, with the east right-of=way line of
proposed Arterial T, the following two (2) courses and distances:
1) S 50° 40' 33" E for a distance of 14,47 feet to a calculated point of curvature of said
Arterial T.
2) with the arc of curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a delta angle of 220 48' 56", and a chord which bears S 39° 16' 05" E for a
distance of 237.60 feet to a calculated point on the east right-of-way line of said
Arterial T, and. POINT OF BEGINNING hereof;
THENCE departing the proposed east right-of-way line of said Arterial T, through the interior
of said Remnant Portion, the following eight (8) courses and distances:
Seton Round Rock
10.525 Acre Tract
Paae 2 of 4
1) N 68° 51' 04" E for a distance of 673.22 feet, to a calculated point on the proposed
west right-of-way line of Farm to Market 1460, for the northeast corner hereof, from
which a 'la" iron rod with plastic cap stamped "Baker-Aicklen" found on the existing
west right-of-way line of Farm to Market 1460, said point being the southeast conger
of said Lot 1 bears.. N 5° 41'52" E for a distance of 267.21 feet,
2) S 21° 09' 07" E for a distance of 549.11 feet to a calculated point on the proposed
west right-of-way line of said Farm to Market 1460, for the southeast corner hereof,
from which a i!-" iron rod with plastic cap stamped VARA found on the existing west
right-of-way line of said Farm to Market 1460 bears, N 12° 06'17" E for a distance of
220.01 feet.
3) S 68° 50' 53" W for a distance of 125.04 feet to a calculated point of curvature
hereof.
4) with the arc of curve to the left, .having a radius of 545.00 feet, an arc length of
272.74 feet, a delta angle of 28° 40' 24", and a chord which bears. S 54° 30' 41" W
for a distance of 269.91 feet to a calculated point of tangency hereof,
5) S 40° 10' 29" W for a distance of 130.92 feet to a calculated point of curvature
hereof.
6) with the arc of curve to the right, having a radius of 415.00 feet, an arc length of
285.59 feet, a delta angle of 39° 25' 47", and a chord which bears, S 59° 53' 22" W
for a distance of 279.99 feet to a calculated compound point of curvature hereof..
7) with the arc of curve to the right, having a radius of 50.00 feet, an arc length of
83.42 feet, a delta angle of 95° 35' 50", and a chord which bears, N 52° 35' 49" W
for a distance of 74.08 feet to a calculated point of tangency hereof on the proposed
east right-of-way line of said Arterial T,
8) continuing on the proposed east right-of-way line of said Arterial T,
N 04° 47' 55" W for a distance of 437.63 feet to a calculated point of curvature
hereof:
Seton Round Rock
10.525 Acre Tract
Pa2e 3 of 4
9) continuing on the proposed east right-of-way line of said Arterial T, with the arc of
curve to the left, having a radius of 600.64 feet, an arc length of 241.76 feet, a delta
angle of 23° 03' 42", and a chord which bears, N 16° 19' 46" W for a distance of
240.13 feet to the POINT OF BEGINNING and containing 10.525 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during November, 2007.
Surveyed under the direct supervision of the undersigned during November. 2007:
Parker J. Graham . 4/
Registered Professi&hal Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 0608-2-002-24
Filename: W;\PROJECTS!SETON ROUND ROCK'.DWG-10S2Sac\METES & BOUNDS 10.525 ACRE
TRACT.DOC
SKETCH TO ACCOMPANY DESCRIPTION
A.13 F'L E A t%F; S` S L: V 1-,'Y A 13 c . T AC ! -V
\ LEGEND
\ \ B/A IRON ROD FOUND WITH
"BAKER-AICKLEN" CAP
\ \VARA ® IRON ROD FOUND WITH
"VARA" CAP
\ CALCULATED POINT LOT 1
\ \ BLOCKA
(5.418 ACRES) 1+!
WATER EASEMENT 1
DOC. #2004007652
0.P.R.W.C.. TX
o
\ BEGINNING FOR
\ \ REFERENCE
/
B/A
/S 50°40'33" E
14.47'
POINT OF
BEGINNING
AVERY RANCH CO., LTD
DOC. NO. 2002071336
0.P.R.W.C., TX
Rim
III
PROPOSED III
F.M. 1460 --
SETON NETWORK RIGHT-OF-WAY
SUBDIVISION
CABINET BB, SLIDES 54-57
PLAT RECORDS
WILLIAMSON COUNTY.
TEXAS
R = 600.64'
DELTA = 22°48'56"
ARC = 239.18'
BRG. = S 39°16'05" E
CH. = 237.60'
N 68°51'04" E 673.22'
R = 600.64'
1 DELTA = 23°03' 42"
ARC = 241.76'
BRG. = N 16°19'46" W
CH. = 240.13'
10.525 ACRE TRACT
(CALLED 1200.19 ACRES)
N N AVERY RANCH COMPANY, LTD
DOC. NO, 2002071336
\~ N OFFICIAL PUBLIC RECORDS
\ \WILLIAMSON COUNTY, TEXAS
\ \ \ R 545. °47 24,,
\ pEARG = 2.30 ,4,
\ \ 139,....-.04.. 269.91,
=415.00',47„
QELTA = 39°25
DE6,8 85 $5322"w
B
RG
.H=X78 99 5
\ ,NIA
o
SED P °*P� \-
PROPOSED
AVERY RANCH CO..
LTD
R = 50.00 DOC. NO. 2002071336
DELTA = 95°35'50" 0.P.R.W.C., TX
ARC = 83.42'
BRG. = N 52°35'49" W
CH. = 74.08'
100 200
.1 125.04 31 W
(5.343 ACRES)
30' WIDE I
\ WASTEWATER
` EASEMENT
1 DOC. #2004035520
0.P.R.W.C., TX
DATE: NOVEMBER 5, 20071
BY: R. BROOKS
JOB NO.: 0608-2-002-24 /
PAGE 4 OF 4 /
I I
11
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11
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IA
BAKER-Al CKLEN
& ASSOCIATES, INC. cEDA PARK-7x7=E,3
4.05 CREEK
Encinee • Survey r S • _ • Pi_nn,n❑ C512?2�.3`7. ❑
PROJECT SISETON ROUND ?OCKfDWC ,2 525ac Seto
0525Aw.•a SETON
.525 AC ):anJa: •
2005 - 10:25am
Avery Centre PUD
Save and Except
Legal Descriptions
Texas A&M Health Science Center
No Text
TRACT ONE
15.000 Acre Tract
Page 1 of 2
TRACT ONE
DONATION TRACT
DESCRIPTION
FOR A 15.000 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 15.000 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod, with TxDOT aluminum cap, found on a point in the south right-of-
way line of County Road 112 (120' right-of-way width), also being the north boundary line of
the said Remnant Portion, for the most northerly northeast corner and POINT OF BEGINNING
hereof, from which a '/2" iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way of said County Road 112, for the most northerly northeast corner of said Remnant
Portion, at the north transition point to the west right-of-way line of Farm -to -Market Road 1460
(80' right-of-way width) bears. N 85° 03' 43" E a distance of 228.96 feet;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion; the following six (6) courses and distances:
1. S 49° 24' 12" E for a distance of 77.'75 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for an angle point hereof.
Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56", an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a
distance of 878.53 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the southeast corner hereof,
3. S 86° 49' 33" W for a distance of 752.12 feet to a'/2" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of «Williamson County, Texas,
for the southwest corner hereof,
TRACT ONE
15.000 Acre Tract
Page 2 of 2
4. N 02° 59' 58" E for a distance of 292.33 feet, along the west line of said 30' wide
wastewater easement, to a 'W' iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof;
5. N 09° 02' 54" E for a distance of 245.32 feet, along the west line of said 30' wide
wastewater easement, to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof,
6. N 20° 36' 21" E for a distance of 418.68 feet, along the west line of said 30' wide
wastewater easement, to a %" iron rod with plastic cap stamped "Baker-Aicklen" set in
said south right-of-way line of County Road 112, being also the north boundary line of
said Remnant Portion, for the northwest corner hereof, from which 'h" iron rod with
plastic cap stamped '`Baker-Aicklen" found in the right-of-way line of County Road 112,
also being the north boundary of the said Remnant Portion, at a point of curvature bears.
S 85° 03' 43" W a distance of 767.18 feet.
THENCE with the south right-of-way line of said County Road 112, being also the north
boundary line of said Remnant Portion. N 85° 03' 43" E for a distance of 515.53 feet to the
POINT OF BEGINNING hereof and containing 15.000 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April. 2008:
CS -oz- Zoog
Parker J. Grahaffi
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES_. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY ARM\METES-BOUNDS'TRACTI.DOC
TRACT TWO
1 1.3 14 Acre Tract
Page 1 of
TRACT TWO
DESCRIPTION
FOR A 11.314 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE TRACT
IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS DOCUMENT
No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY, TEXAS, SAID 11.314 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGIN FOR REFERENCE at a 1/2" iron rod with plastic cap stamped "Baker-Aicklen", found on a
point in the south right-of-way line of County Road 112 (120'right-of-way width), for the most
northerly northeast corner of said Remnant Portion, at the north transition point to the west right-of-
way line of Farm -to -Market Road 1460 (80' right-of-way width);
THENCE with the south right-of-way line of said County Road 1.12, S 85° 03' 43" W for a distance
of 228.96 feet to a '/a" iron rod with plastic cap stamped "Baker-Aicklen" set:
THENCE departing the south right-of-way line of said County Road 112 crossing through the
interior of said Remnant Portion, the following two (2) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a '/" iron rod with plastic cap stamped "Baker-
Aicklen" set for an angle point hereof.
2. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56', an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a distance of
878.53 feet to a Y" iron rod with plastic cap stamped "Baker-Aicklen" set for the northeast
corner and POINT OF BEGINNING hereof:
THENCE continuing through said Remnant Portion, the following nine (9) courses and distances:
1. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
07° 05' 29", an arc length of 612.66 feet, and a chord that bears S 10°07'55" W a distance of
612.27 feet to an iron rod, with TxDOT aluminum cap, found for the point of tangency..
2. S 13° 40' 43" W for a distance of 79.01 feet to a 1/2' iron rod with plastic cap stamped
"Baker-Aicklen" set at the point of curvature, for the most easterly southeast corner hereof.
3. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
89° 59' 36", an arc length of 47.12 feet, and a chord that bears S 58° 40' 31" W a distance of
42.42 feet to a '/" iron rod with plastic cap stamped "Baker-Aicklen" set at the point of
tangency. for the most southerly southeast corner hereof.
TRACT TWO
11.314 Acre Tract
Page 2 of 2
4. N 76° 19' 41" W for a distance of 415.29 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
5. Along the arc of a curve to the left, with a radius of 895.00 feet, a central angle of
23° 56' 11", an arc length of 373.90 feet, and a chord that bears N 88° 17' 46" W a distance
of 371.19 feet to a %a" iron rod with plastic cap stamped "Baker-Aicklen" set at the point of
tangency.
6. S 79° 44' 09" W for a distance of 104.44 feet to a 'W' iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County, Texas, for
the southwest corner hereof,
7. N 31° 09' 11" E for a distance of 548.49 feet, along the west line of said 30' wide
wastewater easement, to a '/" iron rod with plastic cap stamped "Baker-Aicklen" set for an
angle point hereof.
8. N 02° 59' 58" E for a distance of 100.06 feet, along the west line of said 30' wide
wastewater easement, to a y," iron rod with plastic cap stamped "Baker Aicklen" set for the
northwest corner hereof. and
9. N 86° 49' 33" E for a distance of 752.12 feet to the POINT OF BEGINNING hereof and
containing 1 1.3 14 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
„-Tv ' 2 ��h ! 75-02-Zc03
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:`,.PROJECTS\AVERY A&M\METES-BOUNDS\TRACT2.DOC
TRACT THREE
23.771 Acre Tract
Page 1 of 3
TRACT THREE
DESCRIPTION
FOR A 23.771 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY. ABSTRACT 625 IN WILLIAMSON COUNTY. TEXAS. BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD. OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 23.771 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a '/" iron rod, with plastic cap stamped "Baker-Aicklen", set on a point in the
south right-of-way line of County Road 112 (120'right-of-way ywidth), also being the north
boundary line of said Remnant Portion, for the most northerly northeast corner and POINT OF
BEGINNING hereof, from which a ', iron rod with plastic cap stamped "Baker-Aicklen"
found in the south right-of-way of said County Road 112, for the most northerly northeast corner
of said Renmant Portion, at the north transition point to the west right-of-way line of Farm -to -
Market Road 1460 (80' right-of-way width) bears. N 85° 03' 43" E a distance of 1457.78 feet,
also from which a 'i" iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way line of County Road 112, also being the north boundary of the said Remnant
Portion, at a point of curvature bears. S 85° 03' 43" W a distance of 53.90 feet,;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion, the following nineteen (19) courses and distances:
1. S 05° 13' 48" E for a distance of 229.01 feet to a ',%" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
2. S 17° 11' 39" E for a distance of 284.70 feet to a 1" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
3. N 88° 21' 14" E for a distance of 433.42 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas,
for the most easterly northeast corner hereof,
TRACT THREE
23.771 Acre Tract
Page 2 of 3
4. S 09° 02' 54" W for a distance of 86.26 feet, along the west line of said 30' wide
wastewater easement, to a 12" iron rod with plastic cap stamped "Baker-Aicklen" set at an
angle point hereof.
5. S 02° 59' 58" W for a distance of 316.28 feet, along the west line of said 30' wide
wastewater easement, to a 1" iron rod with plastic cap stamped "Baker-Aicklen" set for
the most easterly southeast corner hereof,
6. S 88° 21' 14" W for a distance of 417.76 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof.
7. S 13° 22' 43" W for a distance of 317.68 feet to a IA " iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
8. S 10° 15' 51" E for a distance of 256.98 feet to a '/" iron rod with plastic cap stamped
"Baker-Aicklen" set for the most southerly southeast corner hereof,
9. S 79° 44' 09" W for a distance of 353.00 feet to a ''/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
10. Along the arc of a curve to the right, with a radius of 955.00 feet, a central angle of
04° 22' 34", an arc length of 72.94 feet, and a chord that bears S 81° 55' 26" W a
distance of 72.93 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency.
11. S 84° 06' 43" W for a distance of 167.29 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, for the most southerly southwest corner
hereof,
12. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
90° 00' 00", an arc length of 47.12 feet, and a chord that bears N 50° 53' 17" W a
distance of 42.43 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
13. N 05° 53' 17" W for a distance of 181.08 feet to a''/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
14. Along the arc of a curve to the right, with a radius of 1000.00 feet, a central angle of
21° 03' 08", an arc length of 367.43 feet, and a chord that bears N 04° 38' 17" E a
TRACT THREE
23.771 Acre Tract
Page 3 of 3
distance of 365.37 feet to a '/z" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
15. N 15° 09' 51" E for a distance of 115.10 feet to a l/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature.
16. Along the arc of a curve to the left, with a radius of 1000.00 feet, a central angle of
40° 08' 10", an arc length of 700.51 feet, and a chord that bears N 04° 54' 14" W a
distance of 686.27 feet to a V2" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of reverse curvature, for the most westerly northwest corner hereof,
17. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
95° 57' 56", an arc length of 50.25 feet, and a chord that bears N 23° 00' 38" E a
distance of 44.58 feet to a'/2" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of tangency, for the most northerly northwest corner hereof,
18. N 70° 59' 36" E for a distance of 223.35 feet to a `/-," iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, and
19. Along the arc of a curve to the right, with a radius of 1440.00 feet, a central angle of
14° 04' 07". an arc Length of 353.58 feet, and a chord that bears N 78° 01' 39" E a
distance of 352.69 feet to the POINT OF BEGINNING hereof and containing 23.771
acres of l.and..
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
05-oZ -2 e225
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY A&M`,METES-BOUNDS\TRACT4.DOC
8
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AUSTIN
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tl1.04iTRtYS MRK
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PRUGERVIL
BLVD.
NORTH
EXHIBIT"B"
PUD LEGEND
LAND USE AREA
V` Residential 308.6 AC.
Mixed Use 541.2 AC.
( Floodplain10pen Space Reserve.+R.C.W. 57.9 AC.
TOTAL 907.7 AC
''% Potential Location of Proposed
Research and Development
atm Dm Roadway per City Transportation Plan
Nag MOKAN Railroad Corridor
'Inckudees a'ea of ezisung tikes
OLD SETTLERS BIYD.I
EXHIBIT "0"
COMMON
GARAGE
WALL
12' MIN. DRIVEWAY 1-12' MIN. DRIVEWAY
EXHIBIT "D"
.5' 6'
DU1RE-WTP
* 6.5'
�W W
SSS
18.5
LANDSCAPE
BUILD TO/
LINE
VARIES
I
�5
BIKE
LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
,-FUTURE LANE-)
37' MEDIAN
FOC TO ECC W/
TURN POCKETS
124
R.O.W.
-FUTURE LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
18.5'
LANDSCAPE
BIKE
LANE
CR 112 OPTION B: PROPOSED 4 LANE DIVIDED W/ LANDSCAPE SEPARATED 5' BIKE LANE:
EXHIBIT -ROADWAY TYPE A. REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
NORTH/SOUTH PORTION OF CR 117. KNOWN AS COI I FGF PARK DRIVF)
\BUILD TO
LINE
VARIES
EXHIBIT "E"
1
LOCATION OF EXISTING
WASTE WATER LINO
PER DON RUNDELL, CITY
OF ROUND ROCK
18.5'
SIDEWALK.
ILD TO LINE/ LANDSCAPE
VARIES
25'
F.O.C. TO F.O.C.
111' TRAVEL LANES)
.-FUTURE LANE -1
3T MEDIAN
TURN POCKETS
UTURE LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
18.5'
SIDEWALK'
LANDSCAPE
BUILD TO L
VARIES
CR 112: PROPOSED 4 LANE DIVIDED W/O BIKE LANE: ROADWAY TYPE Al,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(EAST/WEST PORTION OF CR 112, KNOWN AS NELSON PARKWAY)
TOWN
CENTER
STACKING REQUIRED AT THE
FUTURE INTERSECTION OF FM
1460 AND NELSON PARKWAY
EDGE OF
124' R.O.W.
MEDIAN
TEXAS A&M HEALTH
SCIENCE CENTER
INTERSECTION ILLUSTRATION IS SCHEMATIC AND DOES NOT REPRESENT THE APPROVED CONSTRUCTION. DESIGN.
EXHIBIT "E"
2
5'
DU
6.5'
SS ' WW
BUILD TO LINF
VARIES
LANDSCAPE/
SIDEWALK
B'
PARKING
23.5'
TRAVEL LANES
(2-11' LANES PLUS
16' GUTTER)
15' MEDIAN
F.O.C. TO F.O.C.
106
R W.
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18' GUTTER)
8'
14'
PARKING-ANDSCAPE.
SIDEWALK
4 LANE DIVIDED, PARALLEL PARKING: ROADWAY TYPE B,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
\BUILD TO LINE
VARIES
6.5
SS
W
17.5 -
LANDSCAPE
BUILD TO LINE/
VARIES
15
BIKE
LANE
25'
F.O.G. TO F.O.C.
111' TRAVEL LANES)
15' MEDIAN
F.O.C. TO F.O.C.
100'
25'
F.O.G. TO F.O.G.
(11' TRAVEL LANES)
1].5'
LANDSCAPE
15j
BIKE
LANE
R 0.W.
4 LANE DIVIDED W/ BIKE LANE: ROADWAY TYPE Bl,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO LINE
VARIES
EXHIBIT IIEI'
3
X6.5'
WW
14.5'
ANDSCAPE
BUILD TO LINE/ 6'
VARIES '-SIDE
WALK
27'
F.O.C. TO F.O.C.
111' TRAVEL LANES)
17' MEDIAN
F.O.C. TO F.O.C.
100'
27
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
14.5'
LANDSCAPE
L6
SIDE
WALK
R.O.W.
ARTERIAL A: ROADWAY TYPE C
\BUILD TO LINE
VARIES
BUILD TO LINE
VARIES
13.5'
LANDSCAPE'
SIDEWALK
6'
PARKING
22'
TRAVEL LANES
8 13.5'
FUTURE LANDSCAPE: -
PARKING SIDEWALK
\BUILD TO LINE
VARIES
65'
R.O.W.
2 LANE UNDIVIDED, PARALLEL PARKING: ROADWAY TYPE D,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT °E°
4
BUILD TO LINE
VARIES
4'
~LANDSCAPE
12.5' 12.5
PARKING-811ITRAVEL LANE
MEDIAN
F.O.C. 11 TRAVEL LANE�PARKING
w%18"GUTTER) w118
"GUTTER)
84
LANDSCAPE -
BUILD TO LINE
VARIES
2 LANE DIVIDED, PARALLEL PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE E,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
12'
BUILD TO LINE/ -LANDSCAPE 19
VARIES SIDEWALK ANGLED PARKING
24 19
TRAVEL LANES ANGLED PARKING
86'
12
LANDSCAPE,-
SIDEWALK
ANDSCAPE„SIDEWALK
R.O.W.
\BUILD TO LINE
VARIES
2 LANE UNDIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET AND CAMPUS STREET): ROADWAY TYPE F.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "EII
5
BUILD TO LINE/
VARIES
14'
.---LANDSCAPE
SIDEWALK
125'18'(11' TRAVEL LANE.-- 75' MEDIAN -01' TRAVEL LANE.- 18
ANGLED PARKING ty, 18" GUTTER( F.O.C. TO F.O.C. k,; 18" GUTTER[ ANGLED PARKING
104
14'
LANDSCAPE
SIDEWALK
2 LANE DIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE G,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
[BUILD TO LINE
VARIES
SIDEWALK
OVERLAP
ALLOWED
IN P.U.E.
LOCATE WATER LINE
1 INSIDE R.O.W.
C
%5' S'
SSW W
4
SIDEWALK
10'
P.U.E.
1 8' l 12'8'
1
I PARKING TRAVEL LANES PARKING
l 85' 8.5
BUILD TO LINE LANDSCAPE 50' LANDSCAPE BUILD TO LINE
VARIES R.O.W. VARIES
2 LANE UNDIVIDED, PARALLEL PARKING (LOCAL & PRIVATE STREET, RESIDENTIAL ONLY): ROADWAY TYPE H
4' ,
SIDEWALK
P.U.E.
20'
L5 -
STREET SECTION: ALLEY, TYPE I
EXHIBIT "E"
6
STREET TYPE LEGEND
LAND USE
11111111 Street Type A
s • Street Type Al
Street Type B
. .. Street Type 81
Street Type C
Street Type D
Roadways Within Mixed Use Areas. Refer to Street Types - E,F.G
Roadways Within Residential Areas, Refer to Street Type - 1.1
Note: ft's on Roadway Plan for Contextual Reference
TEDAVISTA
410''
EXISIING LA...1%;;;;
.100 vn. FEW FLOODFLA*;
2
2
0
cc
own.° LAKE
14.
WOW AVITIN 'NOT
104III0 WES .44,
OLD BErDEAS
PARK
0,1
o% -c)
NORTH
EXHIBIT "F"
Roadway Design Standards
Roadway Cia
fication,
ta: td'dIr
A
eet
A
reet
S
Street
E
Street
reet
Horizontal
Curve
(minimum
feet.)
600
600
300
300
1000
300
300
50
50
50
Intersection
Spacing
(minimum feet)
Design Speed
300
300
300
300
300
150
150
150
150
150
35
mph
35
mph
30
mph
30
mph
45
mph
30
mph
25
mph
25
mph
25
mph
25
mph
EXHIBIT "G"
Parking Requirements
The following table lists minimum parking requirements by land use category.
SPECIFIC USE
GENERAL REQUIREMENT
Eating
Establishments
1 per 125 ft2 GFA (includes any outdoor seating and waiting areas)
Office
1 per 300 ft2 GFA
Medical Office
1 per 300 ft2 GFA
Shopping Centers
larger than 100,000 ft
z (Once the total square footage for a specific project reaches
1 per 250 ft GFA 100,krg ratio for all uses per 250 ft2 GFA. includingeyond t he initial
000 s.E shall be1restaurants)
All other Retail Sales
and Service
1 per 3001t' GFA
Single Family
Detached
2 Garage enclosed spaces per dwelling unit
Multi Family
1.5 per one bedroom unit
2 per two bedroom unit
2.5 per 3+ bedroom unit
Townhome
Residential
2 Garage enclosed spaces per dwelling unit
EXHIBIT "H"
Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis formula for Mixed Use projects based
upon the land use and eak demand time frame for each use.
USE
Weekday:
Midnight to
6:00 am
Weekday:
9:00 am to
4:00 pm
Weekday:
6:00 pm to
Midnight
Weekend:
9:00 am to
4:00 pm
Weekend:
6:00 pm to
Midnight
Residential
100%
100%
100%
100%
100%
Office
5%
100%
I0%
10%
5%
Commercial
and Retail
°
5Ao
°
100%
90%
100%
70%
Hotel
80%
80%
100%
80%
100%
Restaurant
20%
70%
100%
75%
100%
Entertainment
10%
40%
100%
80%
100%
Others
100%
100%
100%
100%
100°A
Avery Centre shall be allowed to employ these national standards once the project land uses are defined for specific projects
within the community, if calculations result in a reduced parking requirement from the provisions outlined in Table H.1.
EXHIBIT "I"
OPEN SPACE AND TRAILS LEGEND
LAND USE ACRES
Floodplain' 337
Greenbelt' 57.4
Parks"' 20.0
Total: 1511
!...J Roadway per City Transporation Plan
MOKAN Railroad Corndor
Potential Bike Lane
,uonuo", Potential Trail Corridor (33,000 Linear FT. 6 3 Miles}
nrludes amt of eztifti ak,s
*includes proposed de!enliory ra hies
"".Arm* a of pans .rips
I >I
TERAVISTA
ARTERIAL A PER CRY OF
ROUND ROCK TRANSPORTATION
MASTER PLAN
EXISTING LAKE
POTENTIAL PEDESTRIAN/
BIKE OVERPASS
m
9
100 YR. FEMA
FLOODPLAIN, TNT.
AUSTIN COMMUNITY
COLLEGE
FUTURE
PARKLAND
\%-P1lRN
j'OpJUU;i
RE86E17TIAl�
}NON PILL
ELEMENTARY
EXISTING LAKE
OLD SETTLERS
PARK
TO IaGNWAY
]S
NORTH
EXHIBIT "J"
DATE: November 6, 2008
SUBJECT: City Council Meeting — November 13, 2008
ITEM: 11C13. Consider an ordinance zoning 907.691 acres of land to Planned Unit
Development (PUD) No. 84 zoning district. (First Reading)
Department:
Staff Person:
Justification:
Planning and Community Development
Jim Stendebach, Planning and Community Development Director
The site, which is designated for mixed use in General Plan 2000, is adjacent to the existing
Texas State University campus, the Seton Medical Center and a planned Austin Community
College campus. In addition, the project surrounds the Texas A&M medical campus, which is
under construction. A combination of high density residential, retail, entertainment, restaurant
and office uses in addition to a variety of single family detached and townhouse residential uses
are proposed. The development is intended to enhance and compliment the adjacent medical
center and college campuses.
The PUD establishes two land use categories: Mixed Use and Residential. The Mixed Use
category allows residential, commercial and office development, while the Residential category
allows either single family detached homes or townhouses. The PUD also allows for the
location of up to two contiguous research and development sites as an alternate use on part of
one of the residential areas.
The design of the development, particularly the Mixed Use areas, will be significantly different
from office and commercial development developed under the City's standards. Buildings will
be located closer to the street and multi -family densities will be higher, with parking in garage
structures. The PUD will allow for two buildings to be up to ten stories high. Roadways will be
designed specifically to accommodate pedestrians and bicyclists separately from vehicle traffic.
Building design requires pedestrian accessibility and public spaces and streets will include trees
to provide shade. Existing neighborhoods on the boundaries of the site will be protected from
non-residential and multi -family uses with a required 150 foot building setback.
Residential units will be subject to design standards that will be enforced by an architectural
review committee established by the developer. Composition shingle roofs are prohibited and
garages must be offset from the front of the houses. As many as 500 single family fee simple
residential units may be located within a gated community according to the provisions of the
City's gated community ordinance, which limits each of the communities to a maximum of 120
dwelling units. Single family homes within gated communities and those located in Targe lot
neighborhoods may have accessory dwelling units located on the same lot, so long as the
exterior building materials match that of the primary structure. Alley access to garages is
required for townhouse units on small Tots.
The transportation demand on the existing and proposed street network has been analyzed and
the City has approved a transportation plan which is based on assumptions for the density and
type of development expected to occur. With the understanding that development may occur
differently than what was assumed by the transportation plan, the PUD contains a process by
which the transportation impacts will be monitored. Gulf Way will be extended from its current
terminus at the western boundary of the site east to A.W. Grimes Boulevard as this area is
developed. This extension will provide an additional outlet for the existing neighborhood to the
west.
A variety of parks and open space amenities are required by the PUD. Approximately 152 acres
of land is designated for linear parks and greenbelts, amenity lakes and storm water detention
facilities, and town greens.
Funding:
Cost: N/A
Source of funds: N/A
Outside Resources: N/A
Background Information:
The Planning and Zoning Commission recommended approval of the proposed zoning at their
September 30, 2008 meeting.
Public Comment:
Public notice was posted and a public hearing was held in accordance with the City of Round
Rock's Zoning Ordinance at the Planning and Zoning Commission meeting on September 30,
2008.
RECORDED
DOCUMENT
FOLLOWS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII G139 PGS
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
CITY OF ROUND ROCK
2008090686
I, SARA L. WHITE, City Secretary of the City of Round Rock, Texas, do
hereby certify that I am the custodian of the public records maintained by the
City of Round Rock and the attached is a true and correct copy of Ordinance
No. Z -08-11-13-11C13 which zones 907.691 acres of land PUD No. 84. This
ordinance was approved and adopted by the Round Rock City Council at a
regular meeting held on 13th day of November 2008 and recorded in the City
Council Minute Book 57.
CERTIFIED by my hand and seal of the City of Round Rock, Texas on
this 18th day of November 2008.
St( I, it, t- . 1,u00;-tt
SARA L. WHITE, City Secretary
ORDINANCE NO. OS-i (- C3' IIC14
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF
THE CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION
11.401(2)(a), CODE OF ORDINANCES (1995 EDITION), CITY OF
ROUND ROCK, TEXAS, AND MAKING THIS AMENDMENT A
PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO
ORIGINALLY ZONE 907.691 ACRES OF LAND, KNOWN AS
AVERY CENTRE, IN ROUND ROCK, WILLIAMSON COUNTY,
TEXAS, AS PLANNED UNIT DEVELOPMENT (PUD) NO. 84.
WHEREAS, the City of Round Rock, Texas has recently
annexed 907.691 acres of land, known as Avery Centre, in Round
Rock, Williamson County, Texas, being more fully described in
Exhibit
(the "Property"), attached hereto and incorporated
herein, and
WHEREAS, the Planning and Zoning Commission held a public
hearing concerning the original zoning of the Property on the
30th day of September, 2008, following lawful publication of the
notice of said public hearing, and
WHEREAS, after considering the public testimony received at
such hearing, the Planning and Zoning Commission has recommended
that the Official Zoning Map be amended so that the Property in
Exhibit "A" be originally zoned as Planned Unit Development (PUD)
No. 84, and
WHEREAS, on the 13th day of November, 2008, after proper
notification, the City Council held a public hearing on the
proposed original zoning, and
WHEREAS, the City Council determines that the zoning
provided for herein promotes the health, safety, morals and
protects and preserves the general welfare of the community, and
0:\NDOX\ORDINANC\81113C13.DOC/rmc
Original Zoning Ordinance 6/06
WHEREAS, each and every requirement set' forth in Chapter
211, Sub -Chapter A., Texas Local Government Code, and Section
11.300 and Section 11.400, Code of Ordinances (1995 Edition),
City of Round Rock, Texas concerning public notices, hearings,
and other procedural matters has been fully complied with, Now
Therefore
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND
ROCK, TEXAS:
I.
That the City Council has hereby determined the Planned
Unit Development (PUD) No. 84 meets the following goals and
objectives:
(1) The development in PUD No. 84 is equal to or superior
to development that would occur under the standard
ordinance requirements.
(2) P.U.D. No. 84 is in harmony with the general purposes,
goals, objectives and standards of the General Plan.
(3) P.U.D. No. 84 does not have an undue adverse effect
upon adjacent property, the character of the
neighborhood, traffic conditions, parking, utilities
or any other matters affecting the public health,
safety and general welfare.
(4) P.U.D. No. 84 will be adequately provisioned by
essential public facilities and services including
streets, parking, drainage, water, wastewater
facilities, and other necessary utilities.
(5) P.U.D. No. 84 will be constructed, arranged and
maintained so as not to dominate, by scale and massing
of structures, the immediate neighboring properties or
interfere with their development or use in accordance
with any existing zoning district.
2
H.
That the Official Zoning Map adopted in Section
11.401(2)(a), Code of Ordinances (1995 Edition), City of Round
Rock, Texas, is hereby amended so that the zoning classification
of the property described in Exhibit "A", attached hereto and
incorporated herein shall be, and is hereafter designated as,
Planned Unit Development (PUD) No. 84, and that the Mayor is
hereby authorized and directed to enter into the Development
Plan for PUD No. 84 attached hereto as Exhibit "B", which
agreement shall govern the development and use of said property.
III.
A. All ordinances, parts of ordinances, or resolutions in
conflict herewith are expressly repealed.
B. The invalidity of any section or provision of this
ordinance shall not invalidate other sections or provisions
thereof.
C. The City Council hereby finds and declares that
written notice of the date, hour, place and subject of the
meeting at which this Ordinance was adopted was posted and that
such meeting was open to the public as required by law at all
times during which this Ordinance 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.
3
Alternative 1.
By motion duly made, seconded and passed with an
affirmative vote of all the Council members present, the
requirement for reading this ordinance on two separate days was
dispensed with.
READ, PASSED, and ADOPTED on first reading this day
of I\JW-CM/-JQ . , 2008.
Alternative 2.
READ and APPROVED on first reading this the day of
, 2008.
READ, APPROVED and ADOPTED on second reading this the
day of , 2008.
ATTEST:
ALAN MCGRAW, Mayor
City of Round Rock, Texas
SARA L. WHITE, City Secretary
4
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Avery Centre
Planned Unit Development #
EXHIBIT A
LEGAL DESCRIPTIONS
Avery Tract West of A.W. Grimes (aka FM1460) 433.152 Acres
Avery Tract East of A.W. Grimes (aka FM1460) 514.099 Acres
Seton Tract 10.525 Acres
SUBTOTAL 957.776 Acres
SAVE AND EXCEPT
Texas A&M Health Science Center
Tract One 15.000 Acres
Tract Two 11.314 Acres
Tract Three 23.771 Acres
TOTAL SAVE AND EXCEPT 50.085 Acres
NET ACRES WITHIN AVERY CENTRE PUD 907.691 Acres
EXHIBIT
Avery
433.152 Acres Tract
Page 1 of 11
DESCRIPTION
FOR A 433.152 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY ABSTRACT NO. 215, THOMAS TOBY SURVEY ABSTRACT
NO. 624, THOMAS TOBY SURVEY ABSTRACT NO. 625 AND WILLIS
DONAHOE SURVEY ABSTRACT NO. 173 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF A REMNANT PORTION OF PARCEL
TWO, A CALLED 1200.19 ACRE TRACT 1N DEED TO AVERY RANCH
COMPANY, LTD., OF RECORD IN DOCUMENT NUMBER 2002071336,
O.P.R.W.C., TX, SAID 433.152 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH, IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a'/4" iron rod found with 'Baker-Aicklen" cap on the west right-of-way line of
Farm to Market 1460 (80 foot right-of-way width), said point being the eastern terminus of the
Boundary Line Agreement between Avery Ranch Company, Ltd. and Wallin Family
Investments, L.P. of record in Document No. 2004000841 of the Official Public Records of said
County, for the southeast corner and POINT OF BEGINNING hereof;
THENCE with said Avery / Wallin Boundary Line Agreement, S 68° 23' 29" W for a distance
of 1387.54 feet to a 6"x 6" concrete monument found for an angle point of the Renmant Portion
of said 1200.19 acre tract, same being the northwest corner of a remainder of a called 152.38
acre tract of land as described in that deed to Wallin Family Investments, L.P. of record in
Document No. 2003057844 of the Official Public Records of said County, same being a point in
the northeast line of a called 2.05 acre tract of land as described in that deed to Todd Wayne
Frank and recorded in Document No. 2000080601 of the Official Public Records of said County,
for an angle point hereof;
THENCE with the south Iine of the Remnant Portion of said 1200.19 acre tract, same being the
northeast line of said 2.05 acre tract, N 23° 08' 00" W for a distance of 111.06 feet to a 6"x 6"
concrete monument found for the northeast corner of said 2.05 acre tract, for an angle point
hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 2.05 acre tract, S 69° 26' 04" W for a distance of 219.14 feet to a'/4" iron
rod found for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being in
part the northwest line of said 2.05 acre tract and in part the northwest line of a called 1.30 acre
tract of land as described in that deed to James Franzetti and recorded in Document No.
Avery
433.152 Acres Tract
Page 2of11
2000069853 of the Official Public Records of said County, S 69° 19' 30" W for a distance of
213.10 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion of
said 1200.19 acre tract, sane being the northwest corner of said 1.30 acre tract, also being the
northeast corner of a called 93.74 acre tract of land as described in that deed to Ardalia E. Martin
and recorded in Volume 2571, Page 709 of the Official Records of said County, for an angle
point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 93.74 acre tract, S 68° 43' 16" W for a distance of 1778.25 feet to a cedar
fence post found for the southwest corner of the Remnant Portion of said 1200.19 acre tract,
same being the southeast corner of a called 43.524 acre tract of land as described in that deed to
the City of Round Rock and recorded in Document No. 9730900 of the Official Records of said
County, for the southwest corner hereof, from which a 1" iron rod found for the northwest corner
of said 93.74 acre tract bears, S 68°36'21" W for a distance of 442.93 feet;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, sante being the
east line of said 43.524 acre tract, the following six (6) courses and distances:
1) N 10° 39' 34" W for a distance of 174.08 feet to a '/s" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
2) N 18° 26' 59" W for a distance of 108.08 feet to a'/" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
3) N 30° 26' 56" W for a distance of 86.47 feet to a 'A" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
4) N 36° 12' 01" W for a distance of 170.18 feet to a'/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
5) N 78° 26' 31" W for a distance of 340.75 feet to a fence post found for an angle point
hereof, and
6) N 12° 44' 54" W pass a'/z" iron rod found at a distance of 376.37feet, continuing for a total
distance of 423.52 feet to a '/z" iron rod found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the southwest comer of Lot 5, Lakeside Subdivision
Section Three, a subdivision recorded in Cabinet V, Slides 22 — 24 of the Plat Records of
said County, for an angle point hereof,
THENCE with a north line of the Remnant Portion of said 1200.19 acre tract, same being in part
with the south line of said Lakeside Subdivision Section Three, N 68° 55' 30" E for a distance of
Avery
433.152 Acres Tract
Page 3 of 11
1558.72 feet to a ''/z" iron rod found for an angle point of the Remnant Portion of said 1200.19
acre tract, same being the southeast corner of Lot 1 of said Lakeside Subdivision Section Three,
for an angle point hereof;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being in
part with the east line of said Lot 1 and the east line of Lakeside Subdivision Section Four, a
subdivision recorded in Cabinet X, Slides 285 — 286 of the Plat Records of said county, also in
part with a Boundary Line Agreement recorded in Document No. 2003042829 of the Official
Public Records of said County, the following seven (7) courses and distances:
1) N 22° 21' 13" W for a distance of 146.26 feet to a '/2" iron rod found for an angle point
hereof,
2) N 19° 58' 40" W for a distance of 274.69 feet to a '/2" iron rod found for an angle point
hereof,
3) N 32° 19' 26" W for a distance of 417.14 feet to a railroad spike found for an angle point
hereof,
4) N 30° 39' 24" W for a distance of 200.21 feet to a railroad spike found for an angle point
hereof.
5) N 26° 03' 59" W, pass at feet 166.90, the southeast terminus of Gulf Way (60 foot right-of-
way width), same being the northeast corner of said Lot 1, and pass at 227.13 feet, the
northeast terminus of said Gulf Way, same being the southeast corner of Lot 54, Block E of
said Lakeside Subdivision Section Four, continuing for a total distance of 992.04 feet to a
%2" iron rod found for an angle point hereof,
6) N 27° 31' 10" W for a distance of 364.09 feet to a '/2" iron rod found for an angle point
hereof, and
7) N 09° 46' 05" W for a distance of 276.20 feet to a railroad spike found for the northeast
corner of said Lakeside Subdivision Section Four, same being the souther terminus of a
Boundary Line Agreement between Charles Needham Avery, Jr. etal and John H. May and
Grace Josephine May of record in Volume 958, Page 772 of the Deed Records of said
County, also being the most southerly southeast corner of a 98.20 acre tract of land as
described in that deed to The State of Texas and recorded in Document No. 2005098710 of
the Deed Records of said County, for an angle point hereof,
Avery
433.152 Acres Tract
Page 4 of 11
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 98.20 acre tract, also being said Avery / May Boundary Line Agreement, the
following seven (7) courses and distances:
1) N 11° 27' 05" W for a distance of 360.26 feet to a ''/2" iron rod found for an angle point
hereof,
2) N 71° 51' 48" E for a distance of 93.72 feet to a 60d nail found in fence post for an angle
point hereof,
3) S 65° 47' 14" E for a distance of 128.41 feet to a '/2" iron rod found for an angle point
hereof,
4) S 80° 01' 56" E for a distance of 84.67 feet to a PK nail found for an angle point hereof,
5) N 63° 44' 01" E for a distance of 106.68 feet to a '/2" iron rod found for an angle point
hereof,
6) N 44° 20' 38" E for a distance of 8.73 feet to a '/2" iron rod found for an angle point hereof,
and
7) N 58° 59' 14" E for a distance of 125.12 feet to a I/2" iron rod found for an angle point
hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
three (3) courses and distances:
1) S 39° 52' 43" E for a distance of 223.95 feet to a '/2" iron rod with "Baker-Aicklen" cap
to be set for an angle point hereof,
2) N 58° 04' 46" E for a distance of 1219.87 feet to a %" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof, and
3) with the arc of a curve to the left. having a radius of 25.00 feet, an arc length of
37.02 feet, a central angle of 84° 50' 57", and a chord which bears N 15° 39' 17" E for a
distance of 33.73 feet to a'/2" iron rod with "Baker-Aicklen" cap to be set for a point of
tangency hereof on the west right-of-way line of County Road 112 (120 foot right-of-way
width), as recorded in Document No. 2005010992 of the Official Public Records of said
County,
Avery
433.152 Acres Tract
Page 5 of 11
THENCE with the west right-of-way line of said County Road 112 the following four (4)
courses and distances:
1) N 26° 46' 12" W for a distance of 22.85 feet to a 'A" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears, N 63°13' 48" E for a distance of 120.00 feet,
2) with the arc of a curve to the left, having a radius of 2050.00 feet, an arc length of 672.26
feet, a central angle of 18° 47' 20", and a chord which bears, N 36° 09' 52" W for a
distance of 669.25 feet to a'/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, from which a 'A" iron rod found with "Baker-Aicklen" cap for a point of
tangency on the east right-of-way line of said County road 112 bears, N 44° 26' 28" E for
a distance of 120.00 feet,
3) N 45° 33' 32" W for a distance of 831.75 feet to a 'A" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a 'A" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears. N 44° 26' 28" E for a distance of 120.00 feet, and
4) with the arc of a curve to the right, having a radius of 2150.00 feet, an arc length of
687.88 feet, a central angle of 18° 19' 53", and a chord which bears N 36° 23' 35" W for
a distance of 684.95 feet to a 'A" iron rod with "Baker-Aicklen" cap to be set for a point
of reverse curvature hereof,
THENCE leaving the west right-of-way line of said County road 112 and through the interior of
the Remnant Portion of said 1200.19 acre tract the following two (2) courses and distances:
1) with the arc of a curve to the left having a radius of 25.00 feet, an arc length of 36.28 feet,
a central angle of 83° 09' 08", and a chord which bears N 68° 48' 13" W for a distance
of 33.18 feet to a 'A" iron rod with "Baker-Aicklen" cap to be set for a point of tangency
hereof, and
2) S 69° 37' 13" W for a distance of 770.73 feet to a'/2" iron rod with "Baker-Aicklen" cap
to be set for a point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract, from which a '/2" iron rod found for an
angle point on the east boundary line of said 98.20 acre tract, same being the east
boundaryline of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract bears, S 17° 11' 24" E for a distance of
636.50 feet,
Avery
433.152 Acres Tract
Page 6 of 11
THENCE with the west boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the east boundary line of said 98.20 acre tract, same being the east boundary line of said
Boundary Line Agreement, N 17° 11' 24" W for a distance of 1251.94 feet to a %2" iron rod
found with "Baker-Aicklen" cap for the northwest corner of the Remnant Portion of said 1200.19
acre tract, same being the northeast corner of said 98.20 acre tract, same being the northern
terminus of said Boundary Line Agreement, same being a point on the south right-of-way line of
University Boulevard, also known as C. R. 114, (90 foot right-of-way width), from which a '/2"
iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary line of said
98.20 acre tract, same being a point on the south right-of-way line of said University Boulevard
bears, S 69° 32' 28" W for a distance of 1012.30 feet;
THENCE with the north line of the Remnant Portion of said 1200.19 acre tract, same being the
south right-of-way line of said University Boulevard, and in part with the northern terminus of
the right-of-way of said County Road 112, N 69°37'13" E for a distance of 1238.56 feet to a 'A"
iron rod found with "Baker-Aicklen" cap for the most northerly northeast corner hereof from
which a '/2" iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary
line of a called 101.376 acre tract of land in deed to Texas State University System as recorded
in Document No. 2004014440 of the Official Public Records of said County, same being a point
on the south right-of-way line of said University Boulevard bears, N 69° 37' 13" E for a distance
of 336.01 feet;
THENCE with the west boundary line of said 101.3
line of the Remnant Portion of said 1200.19 acre
distances:
1) S 20° 22' 47" E for a distance of 564.54 feet to
cap for an angle point hereof,
) S 17° 38' 39" W for a distance of 89.29 feet to
cap for an angle point hereof,
3) S 20° 22' 47" E for a distance of 70.25 feet to
cap for an angle point hereof,
4) S 58° 24' 13" E for a distance of 89.29 feet to
cap for an angle point hereof,
5) S 20° 22' 47" E for a distance of 444.54 feet to
cap for an angle point hereof,
76 acre tract, same being the east boundary
tract the following eight (8) courses and
a %2" iron rod found with "Baker-Aicklen"
a '/2" iron rod found with "Baker-Aicklen"
a '/2" iron rod found with "Baker-Aicklen"
a ''/2" iron rod found with "Baker-Aicklen"
a '/2" iron rod found with "Baker-Aicklen"
Avery
431152 Acres Tract
Pale 7 of 11
6) S 30° 01' 22" E for a distance of 888.97 feet to a ''/1" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
7) S 07° 12' 33" W for a distance of 131.28 feet to a '/z" iron rod found with "Baker-Aicklen"
cap for an angle point hereof, and
8) S 44° 26' 28" W for a distance of 132.56 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for a point on the east right-of-way line of said County Road 112 hereof,
THENCE with the east right-of-way line of said County Road 112, same being the west
boundary line of said 101.376 acre tract the following three (3) courses and distances:
1) S 45° 33' 32" E for a distance of 401.00 feet to a %i" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 2170.00 feet, an arc length of
711.61 feet, a central angle of 18° 47' 20", and a chord which bears S 36° 09' 52" E for a
distance of 708.42 feet, to a'A" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, and
3) S 26° 46' 12" E for a distance of 34.88 feet to a'' /a" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
THENCE leaving the east right-of-way line of said county Road 112, with the south boundary
line of said 101.376 acre tract, with a north boundary line of the Remnant Portion of said
1200.19 acre tract the following three (3) courses and distances:
1) N 58° 04' 46" E for a distance of 644.52 feet to a ''/z" iron rod found with "Baker-
Aicklen" cap for an angle point hereof,
2) N 21° 08' 47" W for a distance of 58.77 feet to a '/2" iron rod found with "Baker-
Aicklen" cap for an angle point hereof, and
3) N 29° 59' 07" E for a distance of 999.48 feet to a 1/2" iron rod found with "Baker-
Aicklen" cap for the southeast corner of said 101.376 acre tract, same being an angle
point of the Remnant Portion of said 1200.19 acre tract for an angle point hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
nine (9) courses and distances:
Avery
433.152 Acres Tract
Page 8 of 11
1) S 50° 40' 33" E for a distance of 14.47 feet to a'/s" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a central angle of 22° 48' 56", and a chord which bears S 39° 16' 05" E
for a distance of 237.60 feet to a 'A" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereo
3) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
241.76 feet, a central angle of 23° 03' 42", and a chord which bears S 16° 19' 46" E
for a distance of 240.13 feet to a '/z" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
4) S 04° 47' 55" E for a distance of 437.63 feet to a %2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
5) with the arc of a curve to the left, having a radius of 50.00 feet, an arc length of
83.42 feet, a central angle of 95° 35' 50", and a chord which bears S 52° 35' 49" E for
a distance of 74.08 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof..
6) with the arc of a curve to the left, having a radius of 415.00 feet, an arc length of
285.59 feet, a central angle of 39° 25' 47", and a chord which bears N 59° 53' 22" E
for a distance of 279.99 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
7) N 40° 10' 29" E for a distance of 130.92 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
8) with the arc of a curve to the right, having a radius of 545.00 feet, an arc length of
272.74 feet, a central angle of 28° 40' 24", and a chord which bears N 54° 30' 41" E
for a distance of 269.91 feet to a '/z iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof, and
9) N 68° 50' 53" E for a distance of 245.68 feet to a'/2" iron rod with "Baker-Aicklen"
cap to be set for a point on the east boundary line of the Remnant Portion of said
1200.19 acre tract, same being a point on the west right-of-way line of said F. M. 1460,
THENCE with the east boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the west right-of-way line of said Farm to Market 1460 the following four (4) courses and
distances:
Avery
433.152 Acres Tract
Page 9 of 11
1) S 21° 08' 56" E for a distance of 1166.37 feet to an iron rod found with "Vara" cap for a
point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 1106.28 feet, an arc length of
646.41 feet, a central angle of 33° 28' 42", and a chord which bears, S 04° 24' 15" E for a
distance of 637.25 feet to a TXDOT Type I concrete monument found (destroyed) for a
point of tangency hereof,
3) S 12° 20' 39" W for a distance of 2839.20 feet to an iron rod found with "Vara" cap for an
angle point hereof, and
4) S 12° 15' 20" W for a distance of 54.01 feet to the POINT OF BEGINNING and
containing 433.152 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during August and September, 2003.
Surveyed under the direct supervision of the undersigned during August and September, 2003:
ac„ o3/2 s 2c 8
Parker J. Graham l/ ✓
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512)-260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY@CHANDLER RD\METES & BOUNDS\AVERY 433 AC
PUD.DOC
SKETCH TO ACCOMPANY DESCRIPTION
UNIVERSITY BOULEVARD (90' R.O.W.) C.R.. 114
L56
APPROXIMATE LOCATION OF SURVEY UNE
BOUNDARY LINE N
AGREEMENT
VOLUME 958, PAGE 772
O.R.W.C., TX
THE STATE OF TEXAS
DOC. # 2005098710
DEED RECORDS
WILLIAMSON COUNTY,
TEXAS
\I.
L31
BOUNDARY LINE
AGREEMENT "\
VOLUME 958, PAGE 772
O.R.W.C., TX DETAIL
SEE PAGE 2
LAKESIDE SUBDIVISION
SECTION FOUR CABINET X,
SLIDES 285 & 286
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
TSI
0 e tr
4
I I
I I
1
L33
DETAIL
SEE PAGE 2
LEGEND
• 112" IRON ROD FOUND
O IRON ROD FOUND WITH VARA CAP
L57
>1 0 1" IRON ROD FOUND
PI
> o 112" IRON ROD FOUND WITH
i' Ii "BAKER-AICKLEN" CAP
] 11t
• 112" IRON ROD WITH
O "BAKER-AICKLEN" CAP TO BE SET
En Z A PK NAIL FOUND 10
tO
dV A 60D NAIL FOUND IN FENCE POST IQ
Wd
Q4 0 6"X6" CONCRETE 0
Gi(H MONUMENT FOUND I
az
ce
pjm • TXDOTTYPEICONCRETE
a' al MONUMENT FOUND to U
I• RAILROAD
d SPIKE FOUND r4
El
•• * FENCE POST FOUND u:0)
Adv Pa
c (CALLED 101.376 ACRES) P.
I
13 TEXAS STATE UNIVERSITY
SYSTEM
DOC. #2004014440 m
0.P.R.W.C., TX N. -t"'
I r'
V ,^
L50 V
U
I0
U
LOT 1
(CALLED 46.300 ACRES)
LAKESIDE SUBDIVISION
SECTION THREE CABINET V,
SLIDES 22 - 24
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
LOT 5
(2.159 ACRES)
D.E. & S.S.E.
LOT 6
(1.463 ACRES)
PARKLAND
Ey
BOUNDARY LINE
AGREEMENT
DOCUMENT NO. 2003042829
0.P.W.C., TX
0
x
rn 3
0
LO
0
z
. o
A �
• c
70
L54
L12
(CALLED 43.524 ACRES)
CITY OF ROUND ROCK,
TEXAS
DOCUMENT # 9730900
r
0.P.R.W.C., TX
-4
I ,
0 300
i•MEI
600
1g" L5
W
APPROXIMATE LOCATION OF SURVEY UNE
(CALLED 1.30 ACRES)
JAMES FRANZETTI
DOC. 2000069853
0.P.R.W.C., TX i
(CALLED 2.05 ACRES)
TODD WAYNE FRANK
(CALLED 93.74 ACRES) DOC. 2000080601
ARDALIA E. MARTIN
L4i L3
t' REMAINDER OF A
V I (CALLED 152.38 ACRES)
WALLIN FAMILY
INVESTMENTS, L.P.
DOC. #2003057844 WILLIS DONAll OE SURVEY
O.P.R.W.C.,TX ABSTRACT NO. 173
REMNANT PORTION OF
(PARCEL TWO)
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY,
LTD.
DOC. #2002071336
OFFICIAL PUBLIC
RECORDS,
WILLIAMSON COUNTY.
TEXAS
DESCRIPTION FOR
(CALLED 1200.19 ACRES)
VOLUME 305, PAGE 228
DEED RECORDS,
WILLIAMSON COUNTY,
TEXAS
BOUNDARY LINE
AGREEMENT
DOC. #2004000841 \
0.P.R.W.C., TX 47v\
APPROXIMATE LOCATION OF SURVEY LINE(
I L1 POINT OF BEGINNING
(n
0
H
APPROXIMATE LOCATION OF SURVEY LINE
VOLUME 2571, PAGE 709
O.R.W.C., TX
0.P.R.W.C., TX
DATE: SEPTEMBER, 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE10 OF 11
/
BAKER-AICKLEN
F & ASSOCIATES.ES. INC.
Egineer. • Surveyor• • GIS • Planning
CEDAR PPAIG 7e613
(:\PROJECTS\AVERYeCNANOLER R01099-9NORr\AVERY 433 AC P00 9NORY.d„9 (433 AC PUD BN0Y1 Atli 19. 2006 - 440Pe
SKETCH TO ACCOMPANY DESCRIPTION
NUMBER
RADIUS
ARC
CEN. ANGLE
CH. BRG.
CHORD
C1
25.00'
37.02'
84°50'57"
N 15°39'17" E
33.73'
C2
2050.00'
672.26'
18°47'20"
N 36°09'52" W
669.25'
C3
2150.00'
687.88'
18°19'53"
N 36'2315" W
684.95'
C4
25.00'
36.28'
83.09'08"
N 68°48'13" W
33.18'
C5
2170.00'
711.61'
18°47'20"
S 36°09'52" E
708.42'
C6
600.64'
239.18'
22°48'56"
S 3996'05" E
237.60'
C7
600.64'
241.76'
23°03'42"
S 1699'46" E
240.13'
C8
50.00'
83.42'
95°35'50"
S 52°35'49" E
74.08'
C9
415.00'
285.59'
39°25'47"
N 59°53'22" E
279.99'
C10
545.00'
272.74'
28°40'24"
N 54°30'41" E
269.91'
C11
1106.28'
646.41'
33°28'42"
S 04°24'15" E
637.25'
NUMBER
BEARING
DISTANCE
11
S 68'23'29" W
1387.54'
L2
N 23°08'00" W
111.06'
L3
S 69'26'04" W
219.14'
L4
S 6999'30" W
213.10'
L5
S 68'43'16" W
1778.25'
L6
N 10°39'34" W
174.08'
L7
N 18°26'59" W
108.08'
18
N 30°26'56" W
86.47'
L9
N 36°12'01" W
170.18'
L10
N 78°26'31" W
340.75'
L11
N 12'44'54" W
423.52'
L12
N 68°55'30" E
1558.72'
113
N 22'21'13" W
146.26'
L14
N 19°58'40" W
274.69'
L15
N 3299'26" W
417.14'
L16
N 30°39'24" W
200.21'
L17
N 26°03'59" W
992.04'
L18
N 27'31'10" W
364.09'
L19
N 09°46'05" W
276.20'
L20
N 11'27'05" W
360.26'
L21
N 71°51'48" E
93.72'
L22
S 65°47'14" E
128.41'
L23
S 80°01'56" E
84.67'
L24
N 63'44'01" E
106.68'
L25
N 44°20'38" E
8.73'
L26
N 58°59'14" E
125.12'
L27
S 39°52'43" E
223.95'
L28
N 58°04'46" E
1219.77'
L29
N 26°46'12" W
22.85'
L30
N 45°33'32" W
831.75'
L31
S 69'3713" W
770.73'
L32
N 17°11'24" W
1251.94'
L33
N 69°37'13" E
1238.56'
L34
S 20'22'47" E
564.54'
L35
S 17°38'39" W
89.29'
L36
S 20°22'47" E
70.25'
L37
S 58°24'13" E
89.29'
L38
S 20°22'47" E
444.54'
L39
S 30°01'22" E
888.97'
L40
S 0792'33" W
131.28'
L41
S 44°26'28" W
132.56'
L42
S 45°33'32" E
401.00'
L43
S 26°46'12" E
34.88'
L44
N 58°04'46" E
644.52'
L45
N 21°08'47" W
58.77'
L46
N 29°59'07" E
999.48'
L47
S 50'40'33" E
14.47'
L48
S 04°47'55" E
437.63'
L49
N 40°10'29" E
130.92'
L50
N 68°50'53" E
245.69'
L51
S 21'08'56" E
1166.37'
L52
S 12°20'39" W
2839.20'
L53
S 1295'20" W
54.01'
L54
S 68°36'21" W
442.93'
L55
S 1791'24" E
636.50'
L56
S 69'32'28" W
1012.30'
L57
N 69°37'13" E
336.01'
L58
N 6393'48" E
120.00'
L59
N 44°26'28" E
120.00'
L60
N 44°26'28" E
120.00'
DATE: SEPTEMBER 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE 11 OF 11
B/ BAKER-AICKLEN
V & ASSOCIATES. INC.
Ery9wars • Surveyors • 915 • Plennh7012116007012
SOS SRUSNY CROCK Ma
CEDAR P .TA 76013
B:\PROJECTS\AVERY°CNANOLER R0\03/3-9NORY\AVERT 433 AC PIA BNORY.Ir9 (433 AC PYO AMOY R)1 .1M7 Y9. 1001 - 4S9Pr.
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Pau 1 of9
DESCRIPTION
FOR A 514.099 ACRE TRACT OF LAND SITUATED IN THE WILLIS
DONAHOE SURVEY, ABSTRACT NO. 173, THE JOHN L. JUSTICE
SURVEY, ABSTRACT NO. 356, THE THOMAS GLASSCOCK SURVEY,
ABSTRACT NO. 255 AND THE THOMAS TOBY SURVEY. ABSTRACT NO.
625, BEING: A PORTION OF A REMNANT PORTION' OF A CALLED
1200.19 ACRE TRACT DESCRIBED IN DEED TO AVERY RANCH
COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336, OF THE
OFFICIAL PUBLIC RECORDS OF WILL.IAMSON COUNTY, TEXAS, ALL
OF THAT CERTAIN "TRACT IV" DESCRIBED IN DEED TO AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336,
OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,
TEXAS AND ALL OF THAT CERTAIN MISSOURI -KANSAS RAILROAD
COMPANY TRACT IN QUTICLAIM DEED OF .RECORD INt VOLUME 773,
PAGE 652 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAID 514.099 ACRE TRACT AS SHOWN ON THE ACCOMPANYING
SURVEY PLAT IS MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set on a point in the
east right-of-way line of Farm to Market 1460 (80' right-of-way width), said point being the
southwest corner of a called 1629.95 acre tract described in deed to Nelson Homestead Family
Partnership, Ltd. of record in Document No. 9824078 of said Official Public Records, same
being the northwest coiner of said Remnant Portion of called 1200.19 acre tract for the northwest
comer and POINT OF BEGINNING hereof. front Which a Texas Department of Transportation
Type I concrete monument found on the east right-of-way line of said Farm to Market 1460
bears, with said right-of-way line. N 21°09'23" W�a distance of 2423.31 feet;
THENCE departing the east right-of-way line of said. Farm to Market 1460 with, in part the
south boundary line of said. 1629.95 acre tract, same being the north boundary line of said
Remnant Portion of called 1200.19 acre tract and the northerly boundary line of said Missouri -
Kansas Railroad Company tract, the following -thirteen (13) courses and distances:
1. N 71°14'10" E for a distance of 81.1.35 feet to a 1/2" iroi.t rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof.
2. N 71°54'04" E for a distance of 1170.00 feet to an iron rod with an aluminum cap
stamped Texas Department of Transportation found on a point in the northerly boundary
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 2 of 9
line of said Missouri -Kansas Railroad Company tract for an angle point in the northerly
boundary line hereof
3. With the northerly boundary line of said Missouri -Kansas Railroad Company tract, N
05°53'55" E for a distance of 688.95 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
4. N 64°53'24" E for a distance of 463.84 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
5. N 72°11'45" E for a distance of 721.67 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
6. N 02°04'01 E for a distance of 488.30 feet to a 112" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
7. S 67°35'59" E for a distance of 116.10 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
8. N 70°4.1'01" E for a distance of 828.30 feet to an angle point in the northerly boundary
line hereof.
9. N 10°20'59" W for a distance of 611.10 feet to an angle point in the northerly boundary
line hereof
1:0. N 70°3=1'01. E for a distance of 125.00 feet to an angle point in the northerly boundary
line hereof,
11. S 47°24'59" E for a distance of 847.20.feet to an angle point in the northerly boundary
line hereof.
12. S 77°34'59" E - fora distance of 430.60 feet to an angle point in the northerly boundary
line hereof.
13. S 50°31'39" E for a distance of 305.60 feet to an angle point in the northerly boundary
line of a called 868.54 acre tract.of land described in deed to Nelson Homestead Family
Partnership, Ltd. of record in Document No. 9824076 of the Official Records of
Williamson County, Texas for the easternmost northeast corner hereof.
THENCE with the northerly and westerly boundary line of said 868.54 acre tract, same being
the easterly boundary line of said Remnant Portion of called 1200.19 acre tract the following
seven (7) courses and distances:
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 3 of 9
1. S 78°3.1'05" W for a distance of 1.54.20 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the easterly boundary line hereof;
2. S 88°41'O1" W for a distance of 186.40 feet to an angle point in the easterly boundary
line hereof,
3. N 64°22'59" W for a distance of 267.20 feet to an angle point in the easterly boundary
line hereof.
4. S 68°31'14" W for a distance of 1352.80 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
5. S 21°33'28" E for a distance of 1403.90 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
6. S 69°08'32" W for a distance of 527.14 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
7. S 08°04'56" E. at 282.74 feet, pass a wood fence post .in the north margin of County
Road 1.12, a roadway that is maintained by \Villiam.son County and used by the public,
continuing for a total distance of 308.60 feet to a cotton gin spindle with a washer
stamped "Baker-Aicklen" set on a point in the centerline of said County Road 112, for an
angle point in the east boundary line hereof;
THENCE with the centerline of said. County Road 112, same being the southerly boundary line
of said 868.54 acre tract; N 70°06'20" E for a distance of 1419.94 feet to a cotton gin spindle
with a washer stamped "Baker-Aicklen" set for an angle point in the east boundary line hereof:
THENCE crossing said County Road 112, S 21°41'55" E for a distance of 42.51 feet to a 1/2"
iron rod with a plastic cap stamped "Baker-Aicklen" set on a point in the south margin of said
County Road 112, said point being the northwest corner of the aforementioned Tract IV, for an
angle point in the east boundary line hereof:
T.HENC.E with the soutlrmargin of said County Road 112, as fenced on the ground,
N 69°54'57" E for a distance of 789.16 :feet to a wood fence post at the intersection of the south
margin of said County Road 1.12 with the west margin of County Road 117. a roadway that is
maintained by Williamson County and used by the public, for an angle point in the east boundary
line hereof;
THENCE with the west margin of said County Road 117, as fenced on the ground,
S 21°06'17" E for a distance of 2389.52 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof;
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 4 of 9
THENCE crossing said County Road 117, the following three (3) courses and distances:
1. N 68°09'05" E for a distance of 150.03 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof,
2. S 23°01'55" E for a distance of 56.67 feet to a cotton gin spindle with a washer stamped
"Baker-Aicklen" set for the southeast corner hereof.
3. S 69°1.9'05" W for a distance of 8.61 feet to a 1/2" iron rod found on a point in the west
margin of said County Road 117, said point being the northeast corner of a called 4.9958
acre tract of land described in deed to Kenneth J. Pine and Wisam B. Pine of record in
Document No. 2000058706 of the Official Public Records of Williamson County, Texas
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 4.9958 acre tract S 68°15'17" W for a distance
of 737.14 feet to a 1/2" iron rod found on a point being the northwest corner of .said 4.9958 acre
tract, same being the northeast corner of a called 2.49 acre tract of .land described in deed to
Thomas .1. Pruett and Peggy R. Pruett of record in 'Volume 864, Page 606 of the Deed Records of
said County for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 2.49 acre Pruett tract, S 68°25'01" W for a
distance of 184.97 feet to a 1/2" iron rod found on a point being the northwest corner of said
2.49 acre Pruett tract, same being the northeast corner of a called 2.49 acre tract of land
described in deed to Donna T. Conley of record in Document No. 2006079806 of the Official.
Public Records of Williamson County. Texas, for an angle point in the south boundary line
hereof; y
T1-IENCI with the north boundary line of said 2.49 acre Conley tract, S 68°.12'15" W for a
distance of 209.84 feet to a 112" iron rod found on a point being the northwest corner of said
2.49 acre Conley tract, same being the northeast corner of a called 5.00 acre tract of land
described in deed to William E Bills of record in Document No. 199946700 of th.e Official
Public Records of Williamson County, Texas, for an angle point in the south boundary line
hereof;
THENCE with the north boundary line of said 5.00 acre tract, S 68°21'40" W for a distance of
531.50 feet to a 1/2" iron rod found on a point being the northwest corner of said 5.00 acre tract._
same being the northeast corner of a called 77.757 acre tract of land described in deed to
Continental. Homes of Texas of record in Document No. 2002025858 of said Official Public
Records, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 77.757 acre tract; S 68°55'37" W fora distance
of 1260.21 feet to a 1/2" iron rod found on a point being the northwest corner of said 77.757 acre
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 5of9
tract; same being the northeast corner of "Saddlebrook Estates, Section 2", a subdivision
according to the plat of record in Cabinet F. Slides 42-43 of the Plat Records of Williamson
County, Texas, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said "Saddlebrook Estates, Section 2",
S 68°53'46"W for a distance of 1228.56 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set on a point being the northwest corner of said "Saddlebrook Estates, Section
2", same being the northeast comer of "Saddlebrook Estates. Section 1" a subdivision according
to the plat of record in Cabinet F. Slides 40-41 of said Plat Records, for an angle point in the
south bound.aty line hereof;
FH.ENCE with the north boundary line of said "Saddlebrook Estates, Section 1",
S 68°50'49" W for a distance of 630.00 feet to a 1/2" iron rod found on a point being the
northwest corner of said "Saddlebrook Estates. Section 1", same being the northeast comer of
"Pecan Hills", a subdivision according to the plat of record in Cabinet E. Slide 349 of said Plat
Records, for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said "Pecan Hills", S 68°51'53" W for a distance of
610.06 feet to a 1/2" iron rod found on a point in the east boundary line of a called 152.38 acre
tract of land described in deed to the Wallin Family Investments of record in Document No.
2003057844 of the Official Public Records of Williamson County. Texas, said point being the
northwest corner of said "Pecan Hills", for an angle point in the south boundary line hereof;
THENCE with the east boundary line of said 152.38 acre tract, N 21°41'12" W for a distance of
29.80 feet to a 5/8" iron rod found on a point being the northeast corner of said 152.38 acre tract,
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 15.2.38 acre tract, S 68°51'29" W for a distance
of 46.34 feet to the northeast corner of a called 33.302 acre tract of land described in deed to the
State of Texas of record in Volume 1970, Page 515 of the Official Records of Williamson.
County, Texas, for a point in the south boundary line hereof;
THENCE with the north boundary line of said 33.302 acre tract. S 68°51'29" W for a distance
of 11.2:27 feet to the northwest corner of said 33.302 acre, same being the northeast corner of
said 152.38 acre tract, for a point in the south boundary line hereof;
THENCE with the north boundary line of said 152.38 acre tract, same being the south boundary
line of said Remnant Portion of called 1.200.19 acre tract, the following three (3) courses and
distances:
1. S 68°51'29" W for a distance of 76.85 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 6 of 9
2. N 21°44'50" W for a distance of 239.44 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen'' set, for an angle point in the south boundary line hereof,
3. S 68°40'10" W for a distance of 1741.32 feet to a 1/2" iron rod with a plastic cap
stamped "Baker-Aicklen" set on a point in the east right-of-way line of the
aforementioned Farm to Market 1460, said point being the northwest comer of said
1 52.38 feet, same being the southwest comer of said Remnant Portion of called 1200.19
acre tract, for the southwest corner hereof:
THENCE with the east right-of-way line of said Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following five (5)
courses and distances:
1. N 12°20'27" E, at 7.23 feet, pass a Texas Department of Transportation Type I concrete
monument found, continuing for a total distance of 2686.94 feet to a 1/2" iron rod with a
plastic cap stamped ".Baker-Aicklen" set for an angle point in the west boundary line
hereof,
2. N 57°20'27" E for a distance of 56.58 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereof.
3. N 12°20'27" E for a distance of 80.01 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereof,
4. N 31°54'33" W for a distance of 57.33 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set at
5. With said curve to the left having a radius of 1185.92 feet, a delta angle of 07°27'03", an
arc length of 154.22 feet and a chord which bears N 08°36'42" E for a distance of 154.11
feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set on a point at the
intersection of the east right-of-way line of said Farni to Market 1460 with the south
right-of-way line of County Road 112, said County Road 112 right-of-way being a called
3.346 acre tract, described in deed to Williamson County of record in Document No.
2005010992 of the Official Public Records of Williamson County, Texas, for an angle
point in the west boundary line hereof;
THENCE departing the east right-of-way line of said Fann to Market 1460, with the boundary
line of said 3.346 acre (County Road 112) tract, the following nine (9) courses and distances:
1. N 85°03'43" E for a distance of 555.78 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof.
Avery Ranch Co., Ltd.
514.099 Acres Tract
Pae 7 of 9
2. N 80°29'16" E for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the left in the west boundary line
hereof,
�. With said curve to the left having a radius of 1540.00 feet, a delta angle of 15°59'02", an
arc length of 429.62 feet and a chord which bears N 77°04'11" E for a distance of 428.23
feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an angle
point in the west boundary line hereof,
4. N 69°04'40" E for a distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof,
5. N 20°55'20" W for a distance of 80.00 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof,
6. S 69°04'40" W fora distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the right in the west boundary line
hereof.
7. With said curve to the right having a radius of 1460.00 feet, a delta angle of 15°59'02",
an arc length of 407.30 feet and a chord which bears S 77°04'1.1." W for a distance of
405.98 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an
angle point in the west boundary line hereof,
8. S 89°38'09" W for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof;
9. S 85°03'43" W for a distance of 541.25 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found on a point at the intersection of the -east right-of-way line of said
.Farm to Market 1460 with the north right-of-way line of said County Road 112, for a
point at the beginning of a curve to the left in the west boundary line hereof,
THENCE with the east right-of-way line of said Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following two (2) courses
and distances:
1. With said curve to the left having a radius of 1185.92 feet, a delta angle of 20°11'33", an
arc length of 417.95 feet and a chord which bears N 11°03'09" W for a distance of
415.79 feet to a 1/2" iron rod with a plastic cap stamped 'Baker-Aicklen" set for an angle
point in the west boundary line hereof.
Avery Ranch Co., Ltd.
514.099 Acres Tract
Page 8 of 9
2. N 21°09'23" W for a distance of 496.07 feet to the POINT OF BEGINNING hereof
and containing 514.099 acres of land, more or Less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System. Central Zone NAD 83 per GPS survey performed during June and July 2005.
Surveyed under the direct supervision of the undersigned during July, 2005:
1
/a5/2 r
Parker J. Graham
Registered Professional. Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek. Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 0608-2-004-20
Filename: \:'PROJECTS\A.VERY 515 AC.M.ETES&BOUNDS'514.099 ACRE TRACT.DOC
o
O
BE µpr' mur SICOSS SURVEY BILA
SURVEY,OCNAMOE ARSTRA<. NO. TTT. O.
JOAN l BMOCS SURVEY, ABSTRACT NO.
MC RIE 1101. B'SSCOCN bURVEY,
ABSTRACT NO. OSS AAO RYE ,MOWS T0BY
s"°E' Y".°FAS " " S°"
R:... AVERY RANCH COMPANY
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RECORDERS
MEMORANDUM
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BOUNDARY SURVEYyrc
All or part of the text on this page was not _
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clearly legible for satisfactory recordation. _
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Seron Round Rock
10.525 Acre Tract
Pae 1 of 4
DESCRIPTION
FOR A 10.525 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY, ABSTRACT 215 IN WILLIAMSON COUNTY. TEXAS, BEING A
PORTION OF A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY
RANCH COMPANY. LTD; OF RECORD IN DOCUMENT NUMBER
2002071336. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,
TEXAS. SAID 10.525 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH. IS MORE PARTICULARLY DESCRIBED BY
ME IES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a A" iron rod with plastic cap stamped `Baker-Aicklen"
found on a point being the southeast corner of a called 101.376 acre tract of land in deed to
Texas State University Systems of record in Document No. 2004014440 of the Official. Public
Records of Williamson County, Texas, same being the southwest corner of Lot 1, .Block A, of
the Seton Network Subdivision, a subdivision recorded in Cabinet BB, Slides 54-57 of the Plat
Records of Williamson County, Texas; also being an angle point on the north boundary line of a
Remnant Portion, of said 1200.19 acres:
THENCE through the interior of said Remnant Portion, with the east right-of-way line of
proposed. Arterial T, the following two (2) courses and distances:
1) S 500 40' 33" E for a distance of 14.47 feet to a calculated point of curvature of said
Arterial T.
2) with the arc of curve to the right, having a radius of 600.64 feet, an .arc length of
239.18 feet, a delta angle of 220 48' 56", and a chord which bears S 39° 16' 05" E for a
distance of 237.60 feet to a calculated point on the east right-of-way line of said
Arterial T, and POINT OF BEGINNING hereof;
THENCE -departing the proposed east right-of-way line of said Arterial T, through the interior
of said Remnant Portion, the following eight (8) courses and distances:
Seton Round Rock
10.525 Acre Tract
Page 2 of 4
1) N 68° 51' 04" E for a distance of 673.22 feet, to a calculated point on the proposed
west right-of-way line of Farm to Market 1460, for the northeast corner hereof, from
which a 'A" iron rod with plastic cap stamped "Baker-Aicklen" found on the existing
west right-of-way line. of Farm to Market 1460, said point being the southeast corner
of said Lot 1 bears, N 5° 41'52" E for a distance of 267.21 feet,
2) S 21°- 09' 07" E for a distance of 549.11 feet to a calculated point on the proposed
\rest right-of-way Line of said Farm to Market 1460, for the southeast corner hereof;
from which a'/." iron rod with plastic cap stamped VARA_found on the existing west
richt-of-way line of said Farm. to Market 1460 bears. N 12° 06'17" E for a distance of
220.01 feet.
3) S 68° 50' 53" W for a distance of 125.04 feet to a calculated point of curvature
hereof.
4) with the arc of curve to the left, having a radius of 545.00 feet, an arc length of
272.74 feet, a. delta angle of 28° 40' 24", and a chord which bears, S 54° 30' 41" W
for distance of 269.91 feet to a calculated point of tangency hereof,
5) S 40° 10' 29" W for a distance of 130.92 feet to a calculated point of curvature
hereof.
6) with the arc of curve to the right, having a radius of 415.00 feet, an arc length of
285.59 feet, a delta angle of 39° 25' 47", and a chord which bears, S 59° 53' 22" W
for a distance of 279.99 feet to a. calculated compound point of curvature hereof,
7) with the arc of curve to the right, having a radius of 50.00 'feet, an arc length of
83.42 feet, a delta angle of 95° 35' 50", and a chord which bears, N 52° 35' 49" W
for a distance of 74.08 .feet to a calculated point of tangency hereof on the proposed.
east right-of-way line of said. Arterial T,
8) continuing on the proposed east right-of-way line of said Arterial T,
N 04° 47' 55" W for a distance of 437.63 feet to a calculated point of curvature
hereof.
Seton Round Rock
10.525 Acre Tract
Pae 3 of 4
9) continuing on the proposed east right-of-way line of said Arterial T, with the arc of
curve to the left; having a radius of 600.64 feet; an arc length of 241.76 feet, a delta
angle of 23° 03' 42", and a chord which bears; N 16° 19' 46" W for a distance of
240.13 feet to the POINT OF BEGINNIN.G•and containing 10.525 acres of land.
Bearings shown hereon are referenced- to Grid North for the Texas State Plane. Coordinate
System; Central Zone NAD 83 per GPS survey performed during November, 2007.
Surveyed under the direct supervision of the undersigned during November. 2007:
Parker J. Graham
Registered. Professi al Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park Texas 78613
(512) 260-3700
Job No.: 0608-2-002-24
Filename: W:PROJECTS\SETON ROUND ROCK \.DWG-10.525ac;METES & BOUNDS \10.525 ACRE
TRACT.DOC
0
0
N
O
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U
O
0
SKETCH TO ACCOMPANY DESCRIPTION
LEGEND
.RVI -,Y AESTHACT INTO. 21
(5.418 ACRES) I I
BIA m IRON ROD FOUND WITH
"BAKER-AIC.KLEN" CAP
\ VARA ® IRON ROD FOUND WITH
"VARA" CAP
\\ 0 CALCULATED POINT
\ \ BEGINNING FOR
\ REFERENCE.
/
r/ S514473..E
/
POINT OF
BEGINNING
AVERY RANCH CO., LTD
DOC. NO. 2002071336
O.P.R.W.C., TX
WATER EASEMENT I I
DOC. #2004007652
O.P.R.W-C., TX I I I
LOT1 PROPOSED
F.M. 1460
SETON NETWORK RIGHT-OF-WAY
BLOCK A
SUBDIVISION
CABINET BB. SLIDES 54-57
PLAT RECORDS
WILLIAMSON COUNTY.
TEXAS
R = 600.64'
DELTA = 22°48'56"
ARC = 239.18'
I BRG. = S 39°16'05" E
CH. = 23.7.60'
\ N 68°51'04" E 673.22'
1 R = 600.64'
DELTA = 23°03' 42"
ARC = 241.76'
BRG. = N 16°19'46" W
CH. = 240.13'
10.525 ACRE TRACT
(CALLED 1200.19 ACRES)
\\ AVERY RANCH COMPANY, LTD
DOC . NO. 2002071336
�\ \ OFFICIAL PUBLIC RECORDS
�
WILLIAMSON COUNTY, TEXAS
546 00'
RA�2g27
riik
~~ T 4 W
DEp,R 5 °30g ;�,.
13RG. _X69
R=415.Q 547„
pEARG = 285.59' \ �• \ O
5 2"
ASC "-°,
BRGGi = 279.99' s®
co
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co co
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w Q
VARAI O
C� I �--
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S 68°50'53�iW
0
100
200
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125.04'
.0'
130
PROPOSED
R = 50.00'
DELTA = 95°35'50'
ARC =83.42'
BRG. = N 52°35'49"
CH. = 74.08'
(5.343 ACRES)
30' WIDE I I
WASTEWATER
EASEMENT
" 1 DOC. #2004035520 I
AVERY RANCH CO.,
I 0.P.R.W.C., TX
LTD I
DOC. NO. 2002071336 I I I
r
O.P.R.Vti.C., TX
W II
DATE: NOVEMBER 5, 20071 I
BY. R. BROOKS
JOB 'NO. : 0608-2-002-24 / J
PAGE 4 OF 4 /
d4BAKER-AICKLEN
& ASSOCIATES, INC.
cn2ine. • Sur•.reycrs • • Pisrr.i-7o
W1PROJEC'S1SETON ROUND ROCK1DWC i3 25aclS .9T?0.525AC.;Mg IS f ON 1. 0,525 AC :.J Jaruarti ;5,-20'30'- i02Sarn
405 5RU51!Y GREEK RC
CEDAR PARK,'X.7,3513
151 Zi 2.60-3^
Avery Centre PUD
Save and Except
Legal Descriptions
Texas A&M Health Science Center
TRACT ONE
15.000 Acre Tract
Page 1 of
TRACT ONE
DONATION TRACT
DESCRIPTION
FOR A 15.000 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY. ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 15.000 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod. with TxDOT aluminum cap, found on a point in the south right-of-
way line of County Road 112 (120' right-of-way width), also being the north boundary line of
the said Remnant Portion; for the most northerly northeast comer and POINT OF BEGINNING
hereof, from which a '/2" iron rod with plastic cap stamped "Baker-Aicklen' found in the south
right-of-way of said County Road 112, for the most northerly northeast corner of said Remnant
Portion, at the north transition point to the west right-of-way line of Farm -to -Market Road 1460
(80' right-of-way width) bears. N 85° 03' 43" E. a distance of 228.96 feet;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion; the following six (6) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a '//" iron rod with plastic cap stamped
"Baker-Aicklen" set for an angle point hereof,
2
Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56", an arc length of 879.68 feet, and a chord that bears S O1° 29' 42" W a
distance of 878.53 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the southeast comer hereof.
3. S 86° 49' 33" W for a distance of 752.12 feet to a'/z" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County, Texas,
for the southwest corner hereof,
TRACT ONE
15.000 Acre Tract
Page 2 of 2
4. N 02° 59' 58" E for a distance of 292.33 feet, along the west line of said 30' wide
wastewater easement; to a '/�" iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof,
5. N 09° 02' 54" E for a distance of 245.32 feet, along the west line of said 30' wide
wastewater easement, to a ''A" iron rod with plastic cap stamped "Baker-Aicklen" set for
an angle point hereof,
6. N 20° 36' 21" E for a distance of 418.68 feet, along the west line of said 30' wide
wastewater easement; to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set in
said south right-of-way line of County Road 112; being also the north boundary line of
said Remnant Portion, for the northwest corner hereof, from which '/2" iron rod with
plastic cap stamped "Baker-Aicklen" found in the right-of-way line of County Road 112,
also being the north boundary of the said Remnant Portion, at a point of curvature bears,
S 85° 03' 43" W a distance of 767.18 feet.
THENCE with the south richt-of-way line of said County Road 112, being also the north
boundary -line of said Remnant Portion, N 85° 03' 43" E for a distance of 515.53 feet to the
POINT OF BEGINNING hereof and containing 15.000 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April. 2008:
1 -
Parker J. Grah
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY AB.M\METES-BOUNDS\TRACTI.DOC
PARKER
GR
AHAM
5556
.°o:essto J0i
SWIN
TRACT TWO
11.314 Acre Tract
Page 1 of 2
TRACT TWO
DESCRIPTION
FOR A 11.314 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 iN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE TRACT
IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS DOCUMENT
No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY. TEXAS, SAID 11.314 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SURVEY PLAT. IS MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGIN FOR REFERENCE at a 1/2" iron rod with plastic cap stamped "Baker-Aicklen", found on a
point in the south right-of-way line of County Road 112 (120`right-of-way width), for the most
northerly northeast corner of said Remnant Portion, at the north transition point to the west right-of-
way line of Farm -to -Market Road 1460 (80' right-of-way width);
THENCE with the south right-of-way line of said County Road 112, S 85° 03' 43" W for a distance
of 228.96 feet to a 1/2" iron rod with plastic cap stamped "Baker-Aicklen" set;
THENCE departing the south right-of-way line of said County Road 112 crossing through the
interior of said Remnant Portion, the following two (2) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a 'W iron rod with plastic cap stamped "Baker-
Aicklen" set for an angle point hereof,
2. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56'', an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a distance of
878.53 feet to a ''/z" iron rod with plastic cap stamped "Baker-Aicklen" set for the northeast
corner and POINT OF BEGINNING hereof;
THENCE continuing through said Remnant Portion, the following nine (9) courses and distances:
1. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
07° 05' 29", an arc length of 612.66 feet, and a chord that bears S 10°07'55" W a distance of
612.27 feet to an iron rod, with TxDOT aluminum cap, found for the point of tangency,
2. S 13° 40' 43" W for a distance of 79.01 feet to a '/" iron rod with plastic cap stamped
"Baker-Aicklen" set at the point of curvature, for the most easterly southeast corner hereof;
3. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
89° 59' 36", an arc length of 47.12 feet, and a chord that bears S 58° 40' 31" W a distance of
42.42 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set at the point of
tangency. for the most southerly southeast corner hereof,
TRACT TWO
11.314 Acre Tract
Page 2 of 2
4. N 76° 19' 41" W for a distance of 415.29 feet to a '/" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
5. Alone. the arc of a curve to the left, with a radius of 895.00 feet, a central angle of
23° 56' 11", an arc length of 373.90 feet, and a chord that bears N 88° 17' 46" W a distance
of 371.19 feet to a %" iron rod with plastic cap stamped '`Baker-Aicklen" set at the point of
tangency.
6. S 79° 44' 09" W for a distance of 104.44 feet to a '/" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas, for
the southwest corner hereof,
7. N 31° 09' 11" E for a distance of 548.49 feet, along the west line of said 30' wide
wastewater easement, to a /2" iron rod with plastic cap stamped "Baker-Aicklen" set for an
angle point hereof.
8. N 02° 59' 58" E for a distance of 100.06 feet, along the west line of said 30' wide
wastewater easement, to a ''/z" iron rod with plastic cap stamped "Baker-Aicklen" set for the
northwest corner hereof, and
9. N 86° 49' 33" E for a distance of 752.12 feet to the POINT OF BEGINNING hereof and
containing 11.314 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
Ac,_‘?,-„, os -o2-26;03
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, Th C.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY A&M \METES-BOUNDS\TRACT2.DOC
TRACT THREE
23.771 Acre Tract
Page 1 of 3
TRACT THREE
DESCRIPTION
FOR A 23.771 ACRE TRACT OF LAND SITUA 1 ED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT 1N DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 23.771 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a '/z" iron rod, with plastic cap stamped "Baker-Aicklen", set on a point in the
south right-of-way line of County Road 112 (120'right-of-way width), also being the north
boundary line of said Remnant Portion; for the most northerly northeast corner and POINT OF
BEGINNING hereof, from which a ''/2" iron rod with plastic cap stamped "Baker-Aicklen"
found in the south right-of-way of said County Road 112, for the most northerly northeast corner
of said Remnant Portion; at the north transition point to the west right-of-way line of Faint -to -
Market Road 1460 (80' right-of-way width) bears. N 85° 03' 43" E✓a distance of 1457.78 feet,
also from which a '/?" iron rod with plastic cap stamped 'Baker-Aicklen" found in the south
right-of-way line of County Road 112, also being the north boundary of the said Remnant
Portion, at a point of curvature bears. S 85° 03' 43" W a distance of 53.90 feet,;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion, the following nineteen (19) courses and distances:
1. S 05° 13' 48" E for a distance of 229.01 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof..
2. S 17° 11' 39" E for a distance of 284.70 feet to a W' iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
3. N 88° 21' 14" E for a distance of 433.42 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of 'Williamson County. Texas,
for the most easterly northeast corner hereof,
TRACT THREE
23.771 Acre Tract
Page 2 of 3
4. S 09° 02' 54" W for a distance of 86.26 feet, along. the west line of said 30' wide
wastewater easement, to a '/" iron rod with plastic cap stamped "Baker-Aicklen" set at an
angle point hereof,
5. S 02° 59' 58" W for a distance of 316.28 feet, along the west line of said 30' wide
wastewater easement, to a 1" iron rod with plastic cap stamped "Baker-Aicklen" set for
the most easterly southeast corner hereof,
6. S 88° 21' 14" W for a distance of 417.76 feet to a '/z" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
7. S 13° 22' 43" W for a distance of 317.68 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
8. S 10° 15' 51" E for a distance of 256.98 feet to a '/" iron rod with plastic cap stamped
".Baker-Aicklen" set for the most southerly southeast corner hereof,
9. S 79° 44' 09" W for a distance of 353.00 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
10. Along the arc of a curve to the right, with a radius of 955.00 feet, a central angle of
04° 22' 34", an arc length of 72.94 feet, and a chord that bears S 81° 55' 26" W a
distance of 72.93 feet to a 1/4" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency.
11. S 84° 06' 43" W for a distance of 167.29 feet to a'/a" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, for the most southerly southwest corner
hereof,
12. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
90° 00' 00", an arc length of 47.12 feet, and a chord that bears N 50° 53' 17" W a
distance of 42.43 feet to a 1/4" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
13. N 05° 53' 17" W for a distance of 181.08 feet to a ''/a" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
14. Along the arc of a curve to the right, with a radius of 1000.00 feet, a central angle of
21° 03' 08", an arc length of 367.43 feet, and a chord that bears N 04° 38' 17" E a
TRACT THREE
23.771 Acre Tract
Page 3 of 3
• distance of 365.37 feet to a ''/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
15. N 15° 09' 51" E for a distance of 115.10 feet to a '/2" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature.
16. Along the arc of a curve to the left, with a radius of 1000.00 feet, a central angle of
40° 08' 10", an arc length of 700.51 feet, and a chord that bears N 04° 54' 14" W a
distance of 686.27 feet to a `/" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of reverse curvature, for the most westerly northwest corner hereof,
17. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
95° 57' 56", an arc length of 50.25 feet, and a chord that bears N 23° 00' 38" E a
distance of 44.58 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of tangency, for the Most northerly northwest corner hereof,
18. N 70° 59' 36" E for a distance of 223.35 feet to a `/" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, and
19. Along the arc of a curve to the right, with a radius of 1440.00 feet, a central angle of
14° 04' 07", an arc length of 353.58 feet, and a chord that bears N 78° 01' 39" E a
distance of 352.69 feet to the POINT OF BEGINNING hereof and containing 23.771
acres of land..
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
OS -OZ -26z2B
Parker .J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1774-2-001-10
Filename: W:IPROJECTS\AVERY A&M!METES-BOUNDS\TRACT4.DOC
e
..rte'■"'
4414:4444
04123,ya _'•• w rM1rgY To'
�' °1 Wary;
a
WILLIAMSON COUNTY, TEXAS
II
a
0a
• l .
j
1I!JJ.IIH
rii
1111
PROMO
ate.
MIRY 140404 C4, m_.
O[C Igo row
OfrCW "Wt< 0000400.
Pr.,04*44 canrts 40x4*
RECORDERS MEMORANDUM
All or part of the text on this page was not
clearly legible for satisfactory recordation.
RECORDERS MEMORANDUM
All or part of the text on this page was not
clearly legible for satisfactory recordation.
PUD LEGEND
LAND USE
K.\\7'...1. Residential
}
Mixed -Use
FloodplainYOpen Space Reserve/R.O,W.
AREA
305.6 AC.
541.2 AC.
57,9 AC.
TOTAL
,x? Potential Location of Proposed
Research and Development
ass ems Roadway per City Transportation Plan
wen mew MOKAN Railroad Corridor
'Males area of raising lakes
907.7 AC.
NORTH
EXHIBIT "C"
RECORDERS MEMORANDUM
All or parts of the text on this page was not
clearly legible for satisfactory recordation.
COMMON
GARAGE
WALL ,
r i
I
12' MIN. DRIVEWAY I12' MIN. DRIVEWAY
EXHIBIT "D"
W I DU
18.5'
LANDSCAPE
BUILDLINE TO/
VARIES
5' iLLL BIKE
LANE
I -FUTURE LANE1 {FUTURE LANE]
37' MEDIAN I SII
FOC TOFOC W/
25'25'
F.O.C. TO F.O.C. F.0 C. TO F.O.C.
(11' TRAVEL LANES) TURN POCKETS (11' TRAVEL LANES)
124'
R.O.W
1
18.5'
LANDSCAPE
BIKE
LANE
CR 112 OPTION B: PROPOSED 4 LANE DIVIDED W/ LANDSCAPE SEPARATED 5' BIKE LANE:
EXHIBIT -ROADWAY TYPE A. REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(NORTH/SOUTH PORTION OF CR 117. KNOWN AS COI I FOF PARK DRIVFI
\BUILD TO
LINE
VARIES
EXHIBIT "E"
1
\I
18.5'
SIDEWALK/
ILD TO LINE/ LANDSCAPE
VARIES
LOCATION OF EXISTING
WASTE WATER LINE/
PER DON RUNDELL. CITY
OF ROUND ROCK
6' ir
IRE F{
1 1
25'
F.O.C. TO F.O.C.
1' TRAVEL LANES)
-6.5'
SS
.-FUTURE LANE/ {FUTURE LANE
37 MEDIAN
F.O.C. TO F.O.C. WI
TURN POCKETS
124'
R.O.W.
25'
FOC TOFOC
(11' TRAVEL LANES)
• 5.
U
18.5'
SIDEWALK/
LANDSCAPE
CR 112: PROPOSED 4 LANE DIVIDED W/O BIKE LANE: ROADWAY TYPE Al,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(EAST/WEST PORTION OF CR 112, KNOWN AS NELSON PARKWAY)
BUILD TO LI
VARIES
TOWN
CENTER
EDGE OF
124' R.O.W.
STACKING REQUIRED AT THE
FUTURE INTERSECTION OF FM
1460 AND NELSON PARKWAY
TRANSITION TO
TURN LANE _
OI
---------------
8' PARKWAY'FOR
STREET TREE
__________________________________________________________________
_______________________________
TES A&HEALTH
illi•
agNM CENTER
MEDIAN
6
INTERSECTION ILLUSTRATION IS SCHEMATIC AND DOES NOT REPRESENT THE APPROVED CONSTRUCTION. DESIGN.
EXHIBIT "E"
2
I14'
LANDSCAPE/8
BUILD TO LINE/ SIDEWALK PARKING
VARIES
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18' GUTTER)
15' MEDIAN
F.O.C. TO F.O.C.
106'
23.5'
TRAVEL LANES 1 6'
(2-11' LANES PLUS PARKING
1r GUTTER)
14'
LANDSCAPE/
SIDEWALK
R.O.W.
4 LANE DIVIDED, PARALLEL PARKING: ROADWAY TYPE B,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
\BUILD TO LINE
VARIES
6'1 6.5
SS
17.5'
LANDSCAPE
BUILD TO LINE
VARIES
5'
BIKE
LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
15' MEDIAN
F.O.C. TO F.O.0
100'
25'
F.O.G. TO F.O.C.
(11' TRAVEL LANES)
17.5'
LANDSCAPE
15'1
BIKE
LANE
R.O.W.
4 LANE DIVIDED W/ BIKE LANE: ROADWAY TYPE Bl,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO UNE
VARIES
EXHIBIT 11E"
3
6.5
SS
BUILD TO LINE
VARIES
14.5'
LANDSCAPE 1
6'
SIDE
WALK
27'
F.0 C. TO F.O.C.
(11' TRAVEL LANES)
17' MEDIAN
F.O.C. TO F.O.C.
2T
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
14.5
LANDSCAPE
100'
L6'
SIDE
WALK
R.O.W.
ARTERIAL A: ROADWAY TYPE C
\BUILD TO LINE
VARIES
BUILD TO LINE/ /
VARIES
13.5' 8'
',--LANDSCAPE/-"- PARKING
SIDEWALK
22'
TRAVEL LANES
65'
R.O.W.
E' 13.5' BUILD TO LINE
FUTURE -.---LANDSCAPE/ VARIES
PARKING SIDEWALK
2 LANE UNDIVIDED, PARALLEL PARKING: ROADWAY TYPE D,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
4
12.5' 12.5' 14'
BUILD TO LINE/ 14' 1 B'15' MEDIAN
VARIES ~LANDSCAPE PARKING /11'
/ iB' GUTTER E F.O.C. TO F.O.C. TRAVEL LANE PARKING LANDSCAPE-'
w I w/ 1B' GUTTER
R.O.W.
1
BUILD TO LINE
VARIES
2 LANE DIVIDED, PARALLEL PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE E,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO UNE/
VARIES
17
._.LANDSCAPE/
SIDEWALK
16'
ANGLED PARKING
12'
24' ` 18' LANDSCAPE/-. \BUILD TO LINE
TRAVEL LANES ANGLED PARKING SIDEWALK VARIES
86'
P.O.W.
2 LANE UNDIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET AND CAMPUS STREET): ROADWAY TYPE F,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
5
'4,601
TR1
. •
5
TDU
18'
—..(11' TRAVEL LANE
BUILD TO LINE/
VARIES 14
12.5' 12.5'
.v—LANDSCAPE —(11' TRAVEL LANE 15' MEDIAN
ANGLED PARKING F.O.C. TO F.O.C.
SIDEWALK ve/ 18. GUTTER) wi 18- GUTTER)
104'
R.O.W.
14'
18' NDSCAPE
NGLED PARKING SIDEWALK
2 LANE DIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE G.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
kBUILD TO LINE
VARIES
SIDEWALK
OVERLAP
ALLOWED
IN P.U.E.
LOCATE WATER LINE
1' INSIDE R.O.W.
5.
SS 1WW
1
; 1
1. 1
1
1 1
1
1
1
x
! 1 I
I I i
I I
I
1 8' SIDE4WALKL-1
10' 8' 1 17 1
SIDEWALK
1 \ ILE P.U.E.
'
P.U.E. PARKING TRAVEL LANES PARKING
I 8.5 8 5'
LANDSCAPE LANDSCAPE
BUILVDARTIOESR.O.W. LINE
50' 8011010 LINE_,,,
2 LANE UNDIVIDED, PARALLEL PARKING (LOCAL & PRIVATE STREET, RESIDENTIAL ONLY): ROADWAY TYPE H
20'
STREET SECTION: ALLEY, TYPE 1
EXHIBIT "E"
6
STREET TYPE LEGEND
LAND USE
NM Street Type A
usual Street Type Al
Me Street Type B
• •• 06 Street Type B1
1 Street Type C
..-----StreetType D
Roadways Within Mixed Use keas, Refer to Street Types - E,F.G
Roadways Within Residential Areas, Refer to Street Type - H.I
Note: #'s on Roadway Flan for Contextual Reference
H
r /
J
rmawoueE
\ -\\
- - 1
2 1
s!s,,
• \•;":TA.S.:•;•!•;•!'7:"•-•1..••'.:••,4•!,••••si
••,•
2
RECORDERS MENIORAi',FD._,T-s'',-,
All or parts of the text on this page was rot
clearly legible for satisfactory recerdaticn.
41
NORTH
EXHIBIT "F"
Intersection
Spacing
(minimum feet
EXHIBIT "G"
Parking Requirements
The following table lists minimum parking requirements by land use category.
SPECIFIC USE
GENERAL REQUIREMENT
Eating
Establishments
1 per 125 ft2 GFA (includes any outdoor seating and waiting areas)
Office
1 per 300 ft2 GFA
Medical Office
1 per 300 ft2 GFA
Shopping Centers
larger than 100,000 ft
(Once the total square footage for a specific project reaches
1 per 250 ft2 GFA 100,000 s.f., the parking ratio foall for beyond the initial
100,000 s.f. shall be 1 per 250 ft2 GFA, including restaurants)
All other Retail Sales
and Service
1 per 300 ft2 GFA
Single Family
Detached
2 Garage enclosed spaces per dwelling unit
Multi Family
1.5 per one bedroom unit
2 per two bedroom unit
2.5 per 3+ bedroom unit
Townhome
Residential
2 Garage enclosed spaces per dwelling unit
EXHIBIT "H"
Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis fonnula for Mixed Use projects based
upon the land use and peak demand time frame for each use.
USE
Weekday:
Midnight to
6:00 am
Weekday:
9:00 am to
4:00 pm
Weekday:
6:00 pm to
Midnight
Weekend:
9:00 am to
4:00 pm
Weekend:
6:00 pm to
Midnight
Residential
100%
100%
100%
100%
100%
Office
5%
100%
10%
10%
5%
Commercial
and Retail
5%
100%
90%
100%
70%
Hotel
80%
80%
100%
80%
100%
Restaurant
20%
70%
100%
75%
100%
Entertainment
10%
40%
100%
80%
100%
Others
100%
100%
100%
100%
100%
Avery Centre shall be allowed to employ these national standards once the project land uses are defined for specific projects
within the community, if calculations result in a reduced parking requirement from the provisions outlined in Table H.I.
EXHIBIT "I"
OPEN SPACE AND TRAILS LEGEND
LAND USE ACRES
_ Floodplain' 03.7
Greenbelt"- 97.4
Parks*" 20.0
Total: 151.1
m am ass Roadway per City Transporation Pion
ereet woo k4OKAN Railroad Corridor
. Potential Bike Lane
.00.4000G Potential Trail Corridor (33,000 Linear FT. 6.3 Miles)
'wL.ws ante ol eristiej lakes
'Includesprorosed detention teaties
^Areepe d perks vanes
POTENTIAL PEDESTRIAN/
BIKE OVERPASS •
FUTURE
PARKLAND
":OLD SETTLENS
PARK
TO MO WAT
TE
RECORDERS MEMO RA CDU t..
All or parts of the text on this page was ROI
clearly legible for satisfactory recd dation.
NORTH
EXHIBIT "J"
DEVELOPMENT PLAN
AVERY CENTRE
PLANNED UNIT DEVELOPMENT NO. 84
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF
ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan,
the term Owner shall mean Avery Ranch Company, Ltd., a Texas Limited Partnership, acting
by and through its General Partner CJAC, Inc., a Texas Corporation, and the Trustees of the
Children of Lucille S. Avery Exempt Trusts, and their respective successors and designated
assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter
described property, the duties and obligations of the Owner, as it relates to the respective
property, shall be assigned to and assumed by the new owner, and upon such sale and
assignments of the duties and obligations hereunder, the Owner shall have no further liability
relating to the respective property so sold and conveyed.
WHEREAS, the Owner is the owner of certain real property consisting of 907.691 acres, as
more particularly described in Exhibit "A", (herein after referred to as the "Property")
attached hereto and made a part hereof; and
WHEREAS, the Owner has submitted a request to the City to zone the Property as a Planned
Unit Development (the "PUD"); and
WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition),
City of Round Rock, Texas, the Owner has submitted Development Standards setting forth
the development conditions and requirements within the PUD, which Development
Standards are contained in Section II of this Plan; and
WHEREAS, the City has held two public hearings required by law to solicit input from all
interested citizens and affected parties; and
WHEREAS, on September 30, 2008, the City's Planning and Zoning Commission
recommended approval of the Owner's application for a PUD; and
WHEREAS, the City Council has reviewed the proposed Plan and determined that it
promotes the health, safety, and general welfare of the citizens of Round Rock and that it
complies with the intent of the Planned Unit Development Ordinance of the City;
NOW THEREFORE:
I.
GENERAL PROVISIONS
1. CONFORMITY WITH DEVELOPMENT STANDARDS
Article I. That all uses and development within the Property shall conform to the
Development Standards included in Section II herein.
2. CHANGES AND MODIFICATIONS
Article II. No changes or modifications will be made to this Plan unless all provisions
pertaining to changes or modifications as stated in Section II. 19.
3. ZONING VIOLATION
Article III. Owner understands that any person, firm, corporation or other entity violating
any conditions or terms of the Plan shall be subject to any and all penalties for the
violation of any zoning ordinance provisions as stated in Section 1.601, Code of
Ordinances, (1995 Edition), City of Round Rock, Texas, as amended.
4. MISCELLANEOUS PROVISIONS
4.1. Severability
In case one or more provisions contained of this Plan are deemed invalid, illegal
or unenforceable in any respect such invalidity, illegality or unenforceability shall
not affect any other provisions of this Plan and in such event, this Plan shall be
construed as if such invalid, illegal or unenforceable provision had never been
contained in this Plan.
4.2 Venue
All obligations of the Plan are performable in Williamson County, Texas, and
venue for any action shall be in Williamson County.
4.2. Effective Date
This Plan shall be effective from and after the date of approval by the City
Council.
2
I1.
DEVELOPMENT STANDARDS
1. DEFINITIONS
Words and terms used herein shall have their usual force and meaning, or as defined in
the Code of Ordinances (1995 Edition), as amended, City of Round Rock, Texas,
hereinafter referred to as "the Code," and in Section I1.18.
2. PROPERTY
This Plan covers approximately 907.691 acres of land, located within the city limits of
Round Rock, Texas, and more particularly described in Exhibit "A".
3. PURPOSE
The purpose of this Plan is to ensure a PUD that: 1) is equal to, superior than and/or
more consistent than that which would occur under the standard ordinance requirements,
2) is in harmony with the General Plan, as amended, 3) does not have an undue adverse
effect upon adjacent property, the character of the neighborhood, traffic conditions,
parking, utilities or any other matters affecting the public health, safety and welfare, 4) is
adequately provisioned by essential public facilities and services, and 5) will be
developed and maintained so as not to dominate, by scale or massing of structures, the
immediate neighboring properties or interfere with their development or use.
4. APPLICABILITY OF CITY ORDINANCES
4.1. Zoning and Subdivision Ordinances
The Property shall be regulated for purposes of zoning and subdivision by this
Plan. All aspects not specifically covered by this Plan shall be regulated by
Chapter 8 and Chapter 11, and other sections of the Code, as applicable and as
amended. If there is a conflict between this Plan and the Code, this Plan shall
supersede the specific conflicting provisions of the Code.
4.2. Other Ordinances
All other Ordinances within the Code, as amended, shall apply to the Property,
except as clearly modified by this Plan. In the event of a conflict, the terms of
this Plan shall control.
3
5. PROJECT OVERVIEW
5.1. Purpose of Plan
The purpose of the Plan is to provide a mixed use development including retail,
office, restaurant, entertaimnent, education and residential uses. Exhibit "B"
illustrates the location of the Plan area in relation to the adjacent existing and
planned facilities.
5.2. Use Districts
For the purpose of this Plan, the Avery Centre land uses have been divided into
two use districts: MU (Mixed Use), containing approximately 540 acres, and RES
(Residential), containing approximately 310 acres, as shown in Exhibit "C". The
MU use district has been further subdivided into seven sub -districts (No. 1, 2, 3,
5, 6, 7 and 9) and the RES use district has been further subdivided into two sub -
districts (No. 4 and 8). The remaining area is designated for floodplain/open
space reserve/right-of-way. Specific uses and conditions are defined within this
Plan for each sub -district.
The MU portion of the Plan allows retail, high density residential, entertainment,
restaurant, educational and office components. The design requirements dictate
that all of the uses be oriented to the street and linked together by pedestrian
elements such as walking trails, pedestrian plazas and storefront sidewalks.
The RES component of the project allows for various types of single family
detached structures and medium density attached residential structures. The Plan
also includes a network of open spaces containing parks, civic greens, greenbelts
and trail corridors.
6. PERMITTED USES
The following table contains the uses allowed according to the use district boundaries
described in Exhibit "C". Unless otherwise indicated, the definitions of all tenns used to
describe uses in this document shall be those found in the Zoning Code of the City of
Round Rock, as amended.
4
Land Use Table
Use
District
Allowed
Maximum
Number
within PUD
Conditional
Use
Multi Family Residential (including apartments and condos)
1,2,3,4,6,7,8,9
X
Townhouse Residential
1,2,3,4,6,7,8,9
X
Single Family Detached
3,4,8,9
X
Accessory Dwelling
X
Single Family Zero Lot Line
3,4,8,9
X
Upper Story Residential
1,2,3,6,7,9
Library
1,2,6,7,9,
Community Service
1,2,6,7,8,9
Government Facilities
1,2,6,7,9
Linear/Linkage Park
1,2,3,4,5,6,7,8,9
Neighborhood Park
1,2,3,4,5,6,7,8,9
Community Park
3,4,7,8,9
Amenity/Recreation Center
1,2,3,4,6,7,8,9
X
Place of Worship (accessory uses not exceeding 2,500 square feet)
1,2,3,4,6,7,8,9
X
Place of Worship (accessory uses exceeding 2,500 sq. ft. but not
greater than 10,000 sq. ft.)
3,4,6,7,8,9
X
Place of Worship (accessory uses not exceeding 20,000 square feet)
3,4,6,7,8,9
X
Utility (Minor and Intermediate)
1,2,3,4,5,6,7,8,9
Commercial Parking
1,2,3,6,7
X
Eating Establishments
1,2,3,6,7,9
X
Bar or Tavern
1,2,6,7
Indoor Entertainment
1,2,6,7
Outdoor Entertainment
2,5,6,7
2
Amphitheater
Live/Work Units
1,2,3,6,7,9
X
Office
1,2,3,6,7
X
Office/Medical
1,2,3,6,7
X
Overnight Accommodations — Hotel / Motel
1,2,6,7
2
X
Retail Sales and Service (except the uses listed below)
1,2,3,6,7,9
X
Grocery
2,6,7
X
Bank
1,2,3,6,7,9
X
Veterinarian
1,6,7
X
Dog Day Care and Training Facilities
1,6,7
3
X
Fuel Sales
3,6,9
3
X
Cleaners/Alterations
1,2,6,7
X
Vehicle Sales/Rental/Leasing
1,6,7
2
X
Garden Center
2,6,7,9
X
Assisted Living
1,3,6,9
2
X
Nursing Home
1,3,6,9
2
X
Day Care
3,6,7,8,9
X
Schools (Elementary, Private)
3,8,9
X
Passenger Terminal
7
1
Bed and Breakfast
6,7
Carwash
6
1
Self Storage
6
1
X
Bus Stops
1,2,3,4,5,6,7,8,9
Research and Development
8
2
X
5
6.1 Conditional Uses
(1) Multi Family Residential
(a) A parking structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(b) Development standards not addressed in this Plan shall comply with the
MF (Multifamily) District, as amended.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(2) Townhouse Residential
(a) Development standards not addressed in this Plan shall comply with the
TH (Townhouse) District, as amended.
(3) Single Family Detached
(a) Development standards not addressed in this Plan shall comply with the
SF -2 (Single Family — Standard Lot) District, as amended.
(b) Accessory Dwellings allowed only within Gated Communities or within
neighborhoods containing lots of 15,000 square feet or greater.
(4) Single Family Zero Lotline
(a) Development standards not addressed in this Plan shall comply with the
Village Residential lot standards contained in the SF -2 (Single Family —
Standard Lot) District, as amended.
(5) Places of Worship
(a) Parking facilities must be effectively screened from view from public
rights-of-way.
(b) Must front or have direct access to a collector level or greater street.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3.
(6) Commercial Parking
(a) Commercial parking facilities shall not be located within 150 feet of the
western boundary of MU Use District No. 3 or within 150 feet of the
southern boundary of MU Use District No. 9.
6
(7) Eating Establishments
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(b) Chapter 11, Section 11.423 (9) (a) and (b) shall only apply to single
family residential property lines. There shall be no requirement for an
eating establishment, including outdoor eating, drinking, entertainment
areas, patios or outdoor cooking areas to be located a specific distance
from two-family, townhouse or multi -family residential property lines.
(c) No drive through facilities.
(8) Live/Work Units
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(9) Office
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(10) Office/Medical
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(11) Overnight Accommodations
(a) Only hotels and motels allowed
(12) Retail Sales and Service
(a) ATM's or similar electronic, automated banking systems may be located
inside or on the exterior of any retail sales and service facility. No drive
through facilities.
(b) Sales of goods or products on a wholesale basis shall be allowed, so long
as the establishment engaged in such sales does not meet the definition of
`Wholesale trade' in Chapter 11, Section 11.802.
(c) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(13) Grocery Store
(a) Only one facility larger than 55,000 square feet is allowed within the
PUD.
(14) Bank
(a) Any drive thru facility associated with a bank must be designed so that
there is an intervening building that effectively screens the drive thru
area, including stacking spaces, from the street.
(b) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(15) Veterinarian
(a) No boarding of animals is allowed on site, except for medical purposes.
(16) Dog Day Care and Training Facility
(a) A facility providing services such as canine day care, obedience classes,
training and grooming, provided that the dogs are dropped off and picked
up daily between the hours of 6 a.m. and 9 p.m. and are not kept or
boarded overnight.
(17) Fuel Sales
(a) A convenience store or grocery store must accompany any fuel sales
facility.
(b) No more than two fuel pumps per island are allowed.
(c) A maximum of eight fuel pumps per establishment are allowed.
(d) No more than one fuel sales establishment shall be allowed per sub
district where fuel sales are allowed.
(e) Fuel pumps shall be located at the rear of the facility.
(f) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(18) Cleaners/Alterations
(a) Pick-up and drop-off facilities only; no on-site laundry and dry cleaning
plants. Any drive thru facility must be designed so that there is an
intervening building that effectively screens the drive thru area, including
stacking spaces, from the street.
8
(19) Vehicle sales/rental/leasing
(a) A rental or leasing facility shall not have more than 30 parking spaces
allocated within a surface parking lot associated with the rental/leasing
office. Parking facilities must be designed so that there is an intervening
building that effectively screens them from the street.
(b) Offsite parking spaces within parking structures, or rental facilities
incorporated into a parking structure, are not restricted to a maximum
number of spaces.
(c) Vehicle sales shall be limited to vehicles weighing less than 1,000
pounds.
(d) Parking of vehicles for sale shall not be visible from a public street.
(20) Garden Center
(a) The outdoor plant display area of the garden center nursery shall not
exceed one acre in size.
(b) A garden store must be incorporated into the site and oriented to the
street.
(c) Parking must be designed internal to the site.
(21) Bar/Tavern
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(22) Assisted Living
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(23) Nursing Home
(a) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(24) Daycare
(a) Daycare facilities may be integrated into an office complex or office
building facility.
9
(25) Elementary Schools
(a) Front yard setback of not less than 15 feet.
(b) Shall front on a collector street, and shall not front on an arterial street.
(c) Portable classrooms shall not be peiniitted in any street yard.
(d) May not exceed 40 acres in size.
(26) Private Schools
(a) May not exceed 40 acres in size.
(b) Must have access frontage to a collector level or greater street.
(c) Front yard setback of not less than 15 feet and shall front on either a
major collector or minor arterial street.
(d) Portable classrooms shall not be permitted in any street yard.
(e) Buildings shall not be located within 150 feet of the western boundary of
MU Use District No. 3 or within 150 feet of the southern boundary of
MU Use District No. 9.
(27) Self Storage
(a) Only multi -story facilities with internal access to storage units are
allowed.
(28) Research and Development
(a) The minimum standard for this use shall be the development standards of
the BP (Business Park) zoning district, as amended and as determined by
the City.
(b) This use shall be allowed only within the portion of RES Use District No.
8 south of CR 112, as indicated on Exhibit "C". A maximum of two (2)
Research and Development sites shall be allowed and such sites must be
contiguous.
(c) The potential transportation impact shall be determined using the process
outlined in Section 9 of this Plan.
(d) The potential utility impact shall be determined using the process
outlined in Sections 17 of this Plan.
(e) Buildings shall not be located within 150 feet of the eastern and southern
boundaries of MU Use District No. 8.
6.2 Land Use Limitations
(1)
Maximum Number of Residential Units within the MU Use Districts (Nos. 1,
2, 3, 6, 7 and 9)
Residential units are contained in four categories: (1) Multi -Family (2)
Townhouse (3) Single -Family Detached - Lots of less than 15,000 square
10
feet, and (4) Single -Family Detached - Lots containing 15,000 square feet
and greater.
(a) The total number of residential units within the MU Use Districts shall
not exceed 5,100. No more than 3,500 of the units shall be designed as
rental units.
(b) Each plat and/or site plan submitted to the City must contain a unit
summary table listing the existing number of residential units
constructed, the total number of units proposed, and the remaining
number of units allowed, based on the above -stated limitations.
(2) Minimum Amount of Non Residential Square Footage within the MU Use
Districts (Nos. 1, 2, 3, 6, 7 and 9)
(3)
A minimum of one (1) million square feet of non-residential building space
shall be constructed within the MU Use Districts.
Maximum Number of Residential Units within the RES Use Districts (Nos. 4
and 8)
Residential units are contained in three categories: (1) Single Family
Detached - Lots of less than 15,000 square feet, (2) Single Family Detached -
Lots containing 15,000 square feet and greater, and (3) Townhouse.
(a) The total number of residential units within the RES Use Districts shall
not exceed 1,200. A maximum of 200 residential lots may be of less
than 5,000 square feet in area.
(b) Any lots of less than 50' in width or 5,000 square feet in area shall be
served by an alley.
(c) Each plat and/or site plan submitted to the City must contain a unit
summary table listing the existing number of residential units
constructed, the total number of units proposed, and the remaining
number of units allowed, based on these limitations.
7. PROHIBITED USES
7.1 The following uses are prohibited within the PUD. Unless otherwise indicated,
the definitions of all terms used to describe uses in this document shall be those
found in the Zoning Code of the City of Round Rock, as amended.
(1) Pawn Shop
(2) Sexually Oriented Business
(3) Heavy Equipment Sales and Leasing
(4) Vehicle Storage and Towing
(5) Vehicle Repair Facilities and Body Shops
(6) Funeral Home
(7) Wholesale Trade
11
8. DEVELOPMENT USE STANDARDS
8.1 MU (Mixed Use)
(1) Development Standards Table — MU (Mixed Use)
12
Non-
Residential
Multi -Family
Residential
Single Family
Detached
(Less Than
15,000 sq.ft.)
Single Family
Detached (15,000
sq.ft. and larger)
Townhouse
Residential
Minimum Lot Area
-
1 acre
4,000 sq.ft.(a)
15,000 sq.ft.
2,000 s.f.
Minimum Lot Width
-
50 ft.
40 ft.(a)
80 ft.
20 ft. (b)
Minimum Width of-
Principal Building
-
20 ft.
40 ft.
-
Minimum/Maximum
Build To Line from
Street (R.O.W.)
4 / 15 ft. (c)
4 / 15 ft. (c)
15/20 ft.
Min. 30 ft.
5 / 15 ft.
Minimum Garage
Door Setback from
Street (R.O.W.)
-
-
20/25 ft.(d)
-
10 ft.(d)
Minimum Rear
Setback
5 ft.
10 ft.
20/10 ft. (e)
25 ft.
10 ft.
Minimum Rear
Setback abutting SF
& TF Lots
30 ft.
30 ft.
-
-
20 ft.
Minimum Side
Setback
0/5 ft. (f)
10 ft.
5 ft.
10 ft.
0/5 ft. (f)
Minimum Side
Setback abutting SF
& TF Lots
30 ft.
30 ft.
-
-
20 ft.
Minimum Setback
for Accessory
Building
5 ft.(g)
10 ft. (g)
5 ft. (g)
5 ft. (g)
10 ft. (g)
Minimum Side
Setback Zero Lot
Line
-
-
0/10 ft. (h)
-
Maximum Height of
Principle Building
5 stories (i)
5 stories (i)
2.5 stories
3 stories
3 stories
Maximum Height of
Accessory Building
15 ft.
15 ft.
15 ft.
15 ft.
15 ft.
Maximum Height of
Fence within Street
Yard
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
6/8 ft. (j)
Maximum Height of
Fence outside of
Street Yard
8 ft.
8 ft.
8 ft.
8 ft.
8 ft.
Maximum Building
Coverage
-
50% (k)
60%
50%
80%
Maximum Density
40 Dwelling
Units/Acre (1)
-
15 Dwelling
Units/Acre
12
(a) Single Family Detached lots less than 50 feet wide and/or less than 5,000
square feet in size shall have access to an Alley.
(b) Minimum lot width for comer lots and lots located at the end of a block
shall be 25 feet.
(c) Uses that front on Arterial "A" must utilize the fifteen foot (15') build -to
line. This build -to line may be increased for the purpose of including
parks, plazas, courtyards and other developed open spaces in the street
yard.
(d) Townhouse garages shall be oriented towards an alley at the rear of the
unit and the setback shall be measured from the edge of the alley.
Exhibit "E" contains an alley cross section. Single Family Detached
Residential garage setbacks oriented toward the street at the front of the
unit must maintain a minimum of 5 feet of additional setback from the
setback of the primary house facade in order to create an offset.
(e) Rear setback to principal building is 20 feet; rear setback to garage from
alley is 10 feet.
(f) A side setback of 0 feet is allowed only for internal attached units with a
common wall. End units shall have a 10 foot side setback. Detached
multi -units have a 5 foot setback.
(g) Accessory buildings, except for accessory dwellings, are not permitted in
any street yard. Accessory building setback applies to side and rear
yards. A common wall for detached garages located at the rear of a lot is
allowed.
(h) One side setback may be 0 feet; the other side set back shall be at least 10
feet.
(i) See MU Use Districts No. 1, 2, 3, 6, 7, and 9 for specific height
standards.
(j) Where subdivisions are platted so that the rear and/or side yards of
residential lots are adjacent to a major collector or higher classification
street, a minimum six foot and maximum eight foot high masonry wall
shall be constructed between the said rear and/or side yard and said
street. The material, color and design of the wall shall be uniform within
the subdivision, unless otherwise approved by the Planning Director. A
finished side of all walls shall face the thoroughfare.
(k) Maximum Building Coverage calculation shall exclude parking
structures.
(1) A parking structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(2) MU Use District No. 1
(3)
(a) Density
(i) Multi -family residential — maximum of 24 dwelling units per net
acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 5 stories
(iii) One (1) building within either MU Use District No. 1 or MU Use
District No. 2 may be a maximum of 10 stories.
(c) Development Standards
(i) Building Setbacks
1. Development shall allow for widening of University Boulevard.
2. 30" water line, which parallels University Blvd., must be located
and avoided for future landscape improvements along
University Blvd. frontage.
(ii) Parking
1. Parking is not allowed in street yard.
MU Use District No. 2
(a) Density
(i) Multi -family residential — maximum of 40 dwelling units per net
acre. Structured parking is required for individual residential
projects exceeding 24 dwelling units per acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 5 stories
(iii) One (1) building within either MU Use District No. 1 or MU Use
District No. 2 may be a maximum of 10 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
14
(4) MU Use District No. 3
(5)
(a) Density
(i) Multi -family residential — maximum of 40 dwelling units per net
acre. A parking structure to accommodate all required parking is
required for individual residential projects exceeding 24 dwelling
units per acre.
(ii) Townhome Residential — maximum of 15 dwelling units per net
acre.
(b) Building Form and Orientation
(i) Minimum height 2 stories
(ii) Maximum height 4 stories (Maximum 3 stories for units facing
greenbelt which is directly adjacent to the western line of Avery
Centre.
(c) Building Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential Parking shall be rear access.
MU Use District No. 6
(a) Density
(i) Multi Family Residential 40 dwelling units per net acre. A parking
structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units per acre.
(ii) Townhome Residential — maximum of 15 dwelling units per net
acre.
(b) Building Fonn and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(iii) One (1) building within either the portion of MU Use District No. 6
east of A.W. Grimes Boulevard or MU Use District No. 7 may be a
maximum of 10 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential Parking shall be rear access.
15
(6) MU Use District No. 7
(a) Density
(d) Multi Family Residential 40 dwelling units per net acre. A parking
structure to accommodate all required parking is required for individual
residential projects exceeding 24 dwelling units per acre.
(b) Building Form and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(iii) One (1) building within either MU Use District No. 6 or MU Use
District No. 7 may be a maximum of 10 stories.
(7)
(8)
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
MU Use District No. 9
(a) Density
(i) Multi Family Residential 30 dwelling units per net acre. A parking
structure to accommodate all required parking is required for
individual residential projects exceeding 24 dwelling units
(ii) .per acre.
(iii) Townhome Residential 15 dwelling units per net acre.
(b) Building Fonn and Orientation
(i) Minimum height 1 story.
(ii) Maximum height 5 stories.
(c) Development Standards
(i) Parking
1. Parking is not allowed in street yard.
2. Townhome Residential parking shall be rear access.
Setback Requirements
(a) All required front setbacks shall be free from any encroachments
excluding: eaves, overhangs, covered walkways, awnings, box windows,
fireplaces, and movable furniture, including cafe tables, so long as a
minimum of six feet (6') remains unobstructed. Side setbacks between
structures shall be free from any encroachments. Air conditioning units
and ground mounted equipment are exempt from this requirement.
(b) Signs may be permitted in the front setback, so long as they do not
obstruct sight triangles.
16
(9) Off Street Parking and Loading
Refer to Section 13 of this PUD for the off-street parking and loading
standards for the MU District.
(10) Fencing/Walls Design Standards
(a) Fencing shall be constructed of the following materials: brick, stone,
reinforced concrete, wrought iron, other decorative masonry materials,
redwood, cedar, preservative treated wood or other equivalent materials
approved by the Zoning Administrator. Any fencing facing a public
street shall be constructed of brick, stone, reinforced concrete, wrought
iron, other decorative masonry materials. Other fences may be redwood,
cedar, preservative treated wood. Railroad ties are not permitted. Fence
panel top and bottom caps are not required for internal lot fencing. Fence
posts shall be constructed of rust resistant metal parts, concrete based
masonry or concrete pillars of sound structural integrity.
(b) Fences abutting open space or amenities such as floodplain, greenbelts,
parks, town greens, detention/retention areas, or private parkland shall be
constructed of wrought iron or tubular steel or other equivalent materials
as approved by the Zoning Administrator.
(c) All fences shall provide a finished face abutting a single-family or
townhouse use.
(d) Fencing shall not restrict visibility at intersections.
(11) Screening
(a) Service entrances, loading docks, waste disposal areas and other similar
uses shall be oriented toward the rear of the site, away from streets and
primary building entrances.
(b) Drives accessing service areas between adjacent users or developments
shall be shared by the adjacent users or developments.
(c) Trash enclosures must be located a minimum of thirty feet (30) from
single family residential property lines.
(d) Landscape screening for dumpster and trash receptacles, ground mounted
equipment, outdoor storage, loading docks and loading spaces shall
comply with the requirements of Section 11.501 of the City's Zoning
Code.
17
(12) Special Design Standards
These standards shall apply to all development in the MU (Mixed Use)
Districts, excluding single family detached dwellings.
(a) Access and Circulation
(i) Building fronts shall be easily accessible by pedestrians from the
street or sidewalk.
(ii) Public spaces shall be provided in front of buildings and protected
from the street through the use of planting strips or other amenities
(e.g. trees, lighting standards) and on -street parking.
(iii)Parking and vehicular circulation shall be subordinate to pedestrian
access to buildings.
(iv)Developments shall promote walk ability within the surrounding
area.
(v) View corridors and vistas shall be created through the alignment of
streets and access drives.
(b) Primary Site Entrances
(i) Entrances to individual building sites shall be designated with
defining landscape and/or architectural features, including but not
limited to medians and/or special paving.
(ii) No parking is pennitted in the required front setback.
(c) Building Orientation
(i) View corridors and vistas shall be protected.
(ii) Building massing shall be addressed by breaking large structures into
a series of smaller units and places.
(iii)Building facades shall be broken into small components to bring
them into the human scale.
(iv)Building fronts shall encourage pedestrian activity on the street, by
utilizing porches, awnings, arcades, colonnades, entries and windows.
(v) All building elevations that front onto a street, any parking areas, or
public open space shall have prominent windows.
(13) Exterior Wall Finish and Exterior Color
(a) The exterior finish of all buildings shall be masonry, except for doors,
windows, trim and accent features.
(b) Masonry shall be defined as stone, simulated stone, brick, stucco, or
horizontally installed cement based siding. No more than 25% of the
building facade may be horizontally installed cement based siding. No
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more than 30% of the building facade may be stucco. The use of
materials such as wood shingles or wood siding shall be limited to accent
features.
(c) Day-glo, luminescent, neon or similar types of color finishes are not
permitted
(14) Building Articulation
All buildings shall meet a minimum of five of the following design
treatments:
(a) Canopies or porticos, integrated with the building's massing styles.
(b) Overhangs proportional in size to the mass of the building.
(c) Arcades, with a minimum of eight -foot width.
(d) Pitched roof forms over substantial portions of the building's perimeter
including gable and hip roofs.
(e) Ornamental and structural architectural details.
(f) Decorative tower features.
(g) Appreciable vertical and horizontal breaks of the plane of the building.
(h) Exterior arched treatment on at least two sides of the building.
(i) Use natural stone and masonry materials on the lower portions of
buildings to help visually anchor them to the ground and provide interest
and texture at the pedestrian level.
(15) Awnings and Canopies
(a) Awnings and canopies shall be placed so as to avoid obscuring details of
the building facade.
(b) Fabric awnings for windows shall be a drop -front style, except at arched
window openings, and shall relate to each window or bay.
(c) Awnings and canopies shall be placed so that there is a minimum
clearance of eight (8) feet at its lowest point when over a sidewalk or
other pedestrian walkway.
(d) Colors of awnings must be compatible with the buildings.
19
(e) Incorporate awnings along with any signage to provide a uniformly
designed building facade.
(0 Signs on awnings are permitted on the drop front portion of the awning.
(g) Internally illuminated awnings are prohibited
(16) Windows
(a) Windows shall be provided in relief. Examples include architectural
surround, trim, changes in color, changes in texture or soldier coursing.
(b) Ground -floor street or courtyard facing facades shall have a minimum of
forty (40) percent glazing.
(c) For unique security or display purposes, including but not limited to art
galleries and jewelry stores, ground floor glazing requirements may be
reduced by the Zoning Administrator.
(17) Glass
Except for photovoltaic surfaces, mirrored glass with a reflectivity of twenty
(20) percent or more is not permitted on the exterior walls and roofs of
buildings and structures.
(18) Roofing Materials — Pitched Roof
(a) Pitched roofs shall be required for all one (1) story detached structures
and shall have a pitch equal to or greater than a 4:12 pitch. Pitch may be
3:12 if the span is greater than sixty (60) feet. Pitched roofs shall not be
required for one (1) story structures that share a common wall with
another structure.
(b) Roofing materials for pitched roofs shall not consist of composition
shingles. Tile (clay, cement, natural or manufactured stone), non -
reflective pre -finished metal, copper or other similar materials are
required.
(c) Portions of the roof screened by pitched roof sections shall be permitted
to be flat to provide for mechanical equipment wells or roof decks
provided all pitched sections of the roof meet the roofing material
requirements.
(d) All rooftop equipment, including satellite dishes and antennae, shall be
located completely within penthouses or screened areas.
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(e) All rooftop equipment, including satellite dishes and antenna, must be
fully screened from view and located below the highest vertical element
of the building.
(f) Construct screens of the same materials as building skins or of materials
similar in color and texture.
(19) Lighting
Exterior lighting shall be used to provide illumination for security and safety
of entry drives, parking areas, service and loading areas and pathways and
courtyards. All exterior light fixtures should be designed and coordinated as
compatible fixtures which relate to the architectural character of the
buildings on a site.
(a) External lighting shall be arranged and controlled so as to deflect light
away from any residential areas.
(b) Building Illumination
(i) The design and materials of lighting fixtures shall be consistent with
the character of the area. Fully recessed downlights, gooseneck lights
or other fixtures appropriate to the style of a building shall be used.
(ii) Illumination of a facade to highlight architectural details is permitted.
Fixtures shall be small, shielded and directed toward the building
rather than toward the street, so as to minimize glare for pedestrians
and drivers.
(c) Site Lighting Design Requirements
(i) Fixture (luminaire)
The light source shall be completely concealed (recessed) within an
opaque housing and shall not be visible from any street or residential
development.
(ii) Light Source (lamp)
Incandescent, fluorescent metal halide or color -corrected high-
pressure sodium may be used. Other lamp types may be used, subject
to the approval of the City. The same type of lamp shall be used for
the same or similar types of lighting on any one site throughout a
development.
(iii)Mounting
Fixtures shall be mounted in such a manner that the cone of light
does not cross any property line of the site.
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(iv)Height of Fixture
The height of a fixture shall not exceed twenty (20) feet.
(d) Excessive Illumination
(i)
Lighting within any lot that unnecessarily illuminates and
substantially interferes with the use or enjoyment of any other lot is
not permitted. Lighting unnecessarily illuminates another lot if it
clearly exceeds the requirements of this Section, or if the standard
could reasonably be achieved in a manner that would not
substantially interfere with the use or enjoyment of neighboring
properties.
(ii) Lighting shall not be oriented so as to direct glare or excessive
illumination onto the street in a manner that may distract or interfere
with the vision of drivers on such streets.
(iii)Foot candle reading on any exterior portion of the site shall not
exceed twenty-five (25) foot candles.
(20) Fire Safety
(a) Mandatory fire sprinklers will be provided on all buildings within Avery
Centre, with the exception of single family detached housing.
(b) Alternative fire lane striping will be allowed upon approval by the Fire
Marshall. Alternative striping may be desirable in certain areas to
minimize the aesthetic impact of red painted curbs throughout the
development.
(c) Alternative semi -pervious fire lane paving sections may be allowed, upon
the approval of the City.
(21) Architectural Review Committee
In order to maintain a comprehensive and complementary architectural style
throughout the Plan area, the Owner shall establish an Architectural Review
Committee ("ARC") composed of an Architect, Landscape Architect and the
Owner.
The ARC shall establish design guidelines to specify the architectural style,
materials and colors to be used, in addition to building orientation. For each
project, items such as architectural elevations, material sample boards and
color samples shall be submitted to the ARC for their review and approval.
An approval letter from the ARC shall be submitted with the corresponding
22
applications to the City for site development and building permits. The
approval of the ARC shall not take the place of any and all required
submittals to the City, County or other governmental agency as necessary to
receive regulatory approvals.
8.2 (RES) Residential
(1) Development Standards Table — (RES) Residential
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Single Family
Detached (Less
Than 15,000 s.f.)
Single Family Detached
(15,000 s.f. & Greater)
Townhome
Residential
Minimum Lot Area
4,000 s.f. (a)
15,000 s.f.
2,000 s.f.
Minimum Lot Width
40 ft. (b)
80 ft.
20 ft. (a)
Minimum Width of
Principal Building
20 ft.
40 ft.
Minimum/Maximum
Build To Line from Street
(R.O.W.)
15/20 ft.
Min. 30 ft.
5 / 15 ft.
Minimum Garage Door
Setback from Street
(R.O.W.)
20/25 ft. (c)
20/25 ft. (c)
10 ft. (c)
Minimum Rear Setback
20 ft./loft. (d)
25 ft.
10 ft.
Minimum Rear Setback
abutting SF & TF Lots
-
-
20 ft.
Minimum Side Setback
5 ft. (e)
10 ft.
0/5 ft. (f)
Minimum Side Setback
abutting SF & TF Lots
-
-
20 ft.
Minimum Setback for
Accessory Building
5 ft (g)
5 ft. (g)
10 ft. (g)
Minimum Side Setback
Zero Lotline
0/10 ft. (h)
0/10 ft. (h)
Maximum Height of
Principle Building
2.5 stories
3 stories
3 stories
Maximum Height of
Accessory Building
15 ft.
15 ft.
15 ft.
Maximum Height of Fence
within Street Yard
6/8 ft. (i)
6/8 ft. (i)
6/8 ft. (i)
Maximum Height of Fence
outside of Street Yard
8 ft.
8 ft.
8 ft.
Maximum Building
Coverage
60% / 40% (j)
30%
80%
Maximum Density
-
-
15 DU./AC.
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(a) Minimum lot width for corner lots and lots located at the end of a block
shall be 25 feet.
(b) Single Family Detached lots less than 50 feet wide and/or less than 5,000
square feet in size shall have access to an alley.
(c) Townhouse garages shall be oriented towards an alley at the rear of the
unit and the setback shall be measured from the edge of the alley. Single
Family Detached Residential garage setbacks oriented toward the street
at the front of the unit must maintain a minimum of 5 feet of additional
setback from the setback of the primary house facade in order to create
an offset.
(d) Rear setback to principal building is 20 feet; rear setback to garage from
alley is 10 feet.
(e) Minimum Side Setbacks for Single Family Detached Zero Lot Line are
listed separately.
(f) A side setback of 0 feet is allowed only for internal attached units with a
common wall. End units shall have a 10 foot side setback. Detached
multi -units have a 5 foot setback.
(g) Accessory buildings, except for accessory dwellings, are not permitted in
any street yard. Accessory building setback applies to side and rear
yards. A common wall for detached garages located at the rear of a lot is
allowed.
(h) One side setback may be 0 feet; the other side setback shall be at least
10 feet.
(i) Where subdivisions are platted so that the rear and/or side yards of
residential lots are adjacent to a major collector or higher classification
street, a minimum six foot and maximum eight foot high masonry wall
shall be constructed between the said rear and /or side yard and said
street. The material, color and design of the wall shall be uniform
within the subdivision, unless otherwise approved by the Planning
Director. A finished side of all walls shall face the thouroughfare.
(j) 60% maximum building coverage on lots 5,000 square feet or smaller;
40% maximum building coverage on lots larger than 5,000 square feet
(2) Sub -district 4
(3)
(a) Uses
(i) Accessory dwellings allowed in street yard if the exterior finish
matches that of the primary structure.
(ii) Entry courtyard must be provided between the guest quarters and the
primary house.
(iii)Storage of boats, trailers, RV's, etc. is not allowed.
(b) Development Standards
(i) Building Setbacks
1. Accessory dwellings may encroach into the front setback, no
closer than ten feet (10') from the property line.
(ii) Garages
1. Separate detached garages are allowed at the rear of a residential
lot with access via a minimum 12', maximum 15', driveway.
2. Adjacent detached single family homes may share a detached
garage building which is joined by a common wall (Exhibit
"D").
(iii)Materials
1. Building shall be 90% Masonry
2. No more than 25% of a building facade may be horizontal cement
based siding.
Sub -district 8
(a) Uses
(i) Accessory dwellings allowed in street yard if the exterior finish
matches that of the primary structure.
(ii) Entry courtyard must be provided between the guest quarters and the
primary house.
(iii)Storage of boats, trailers, RV's, etc. is not allowed.
(b) Development Standards
(i) Building Setbacks
1. Accessory dwellings may encroach into the front setback, no
closer than ten feet (10') from the property line.
(ii) Garages
1. Separate detached garages are allowed at the rear of a residential
lot with access via a minimum 12', maximum 15', driveway.
2. Adjacent detached single family homes may share a detached
garage building which is joined by a common wall (Exhibit
“D”).
(iii)Materials
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1. Building shall be 90% Masonry
2. No more than 25% of a building facade may be horizontal cement
based siding.
(4) Setback Requirements
(a) All required setbacks shall be free from any encroachments including
eaves, overhangs, box windows and fireplaces. Air conditioning units
and ground mounted equipment are exempt from this requirement.
(5)
Off Street Parking
Off-street parking standards are contained in Exhibit "H" and Exhibit "I".
(6) Special Standards for Zero Lot Line Residential Lots
(a) Units which utilize the Zero Lot Line design standards must maintain a
minimum of ten (10) feet of building separation, free of any
encroachments including eaves, overhangs, box windows and fireplaces.
Air conditioning units and ground mounted equipment are exempt from
this requirement.
(b) An easement between the two property owners to allow for maintenance
or repair of the house is required when the eaves or side wall of the house
are less than five feet from the adjacent property line. The easement on
the adjacent property shall provide at least five feet of unobstructed space
between the furthermost projection of the structure and the edge of the
easement.
(c) The eaves on the side of a house with a reduced setback may project a
minimum of 24 inches over the adjacent property line. In this case, an
easement for the eave projection shall be recorded on the deed for the lot
where the projection occurs.
(d) If the side wall of the house is on the property line, or within three feet of
the property line, windows or other openings that allow for visibility into
the side setback of the adjacent lot are not permitted. Windows that do
not allow visibility into the side setback of the adjacent lot, such as
clerestory window or a translucent window, are permitted.
(7) Fencing/Walls Design Standards
(a) Fencing shall be constructed of the following materials: brick, stone,
reinforced concrete, wrought iron, other decorative masonry materials,
redwood, cedar, preservative treated wood .or other equivalent
materials approved by the Zoning Administrator. Any fencing facing
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a public street shall be constructed of brick, stone, reinforced concrete,
wrought iron, or other decorative masonry materials. Other fences
may be redwood, cedar, preservative treated wood. Railroad ties are
not permitted. Fence panel top and bottom caps are not required for
internal lot fencing. Fence posts shall be constructed of rust resistant
metal parts, concrete based masonry or concrete pillars of sound
structural integrity.
(b) Fences abutting open space or amenities such as floodplain,
greenbelts, parks, town greens, detention/retention areas, or private
parkland shall be constructed of wrought iron or tubular steel or other
equivalent materials as approved by the Zoning Administrator.
(c) Fencing shall not restrict visibility at intersections
(8) Roof Treatment
(a) Materials
(i) Composition shingle roofs are prohibited.
(9) Architectural Review Committee
In order to maintain a comprehensive and complementary architectural style
throughout the Plan area, the Owner shall establish an Architectural Review
Committee ("ARC") composed of an Architect, Landscape Architect and the
Owner.
The ARC shall establish design guidelines to specify the architectural style,
materials and colors to be used, in addition to building orientation. For each
project, items such as architectural elevations, material sample boards and
color samples shall be submitted to the ARC for their review and approval.
An approval letter from the ARC shall be submitted with the corresponding
applications to the City for site development and building permits. The
approval of the ARC shall not take the place of any and all required
submittals to the City, County or other governmental agency as necessary to
receive regulatory approvals.
9. TRANSPORTATION
9.1 Transportation Plan
The Avery Centre Transportation Plan has been reviewed and approved by the
City. Site plans and or plats within the Plan area will be evaluated by the City and
compared to the land _uses evaluated in the Transportation Plan. If the City
determines that the proposed land use(s) indicated on the site plan or plat
substantially confonm(s) to the use(s) evaluated in the Transportation Plan, such
28
site plans or plats shall be determined to be in compliance with the Transportation
Plan. If the City determines that a proposed land use(s) represent(s) a substantial
increase in traffic trip generation than what was anticipated by the Transportation
Plan, the City may require the preparation of a Traffic Impact Analysis (TIA)
prior to the proposed land use(s) receiving site plan or plat approval. For the
purpose of this determination, a substantial increase shall be the equivalent of a
20% or greater increase in traffic trips.
For those uses which are deemed to represent a substantial increase in trip
generation as compared to the approved Transportation Plan, mitigating factors
which may be considered by the City in determining the need for a TIA may
include the use(s) on adjacent lots, if those uses produce less trips than were
anticipated in the Transportation Plan. While these factors may be considered for
adjacent lots, in no case shall traffic trips be "transferred' from on side of A.W.
Grimes Boulevard to the other. With each final plat within this Plan, a cumulative
accounting of traffic trips generated shall be provided.
9.2 Road Cross Sections
Due to the pedestrian oriented design and emphasis on street trees, the roadway
cross sections for the PUD require deviations from the City's adopted standards.
Exhibit "E", pages 1-6 contains alternate roadway cross sections for use within
the PUD. The roadway cross sections will be otherwise governed by the City
standards, as contained in the City's Transportation Criteria Manual. Exhibit "F"
contains the street layout plan, including street cross sections.
9.3 Gulf Way
A roadway from the eastern terminus of Gulf Way with connecting roadways to
County Road 112 and to A.W. Grimes Boulevard (FM 1460) shall be required as
a part of the PUD, as shown on Exhibit "F". Any development, including final
platting or approval of a site plan, within MU Use District No. 3 or RES Use
District No. 4, with the exception of five (5) acres at the northeastern corner of
MU Use District No. 3, shall require one of the following:
(1) Construction of an extension of Gulf Way and a connection north to County
Road 112, as shown on Exhibit "F"; or
(2) Construction of an extension of Gulf Way and a connection south to A.W.
Grimes Boulevard (FM 1460), as shown on Exhibit "F".
10. LANDSCAPE LOTS AND MAINTENANCE WITHIN PUBLIC RIGHT OF WAY
10.1 A License Agreement(s) shall be required for the installation and maintenance of
any landscaping, signage or other similar facilities within the City right-of-way.
Such facilities may include:
(3) Project entry signage at major intersections
29
(4) Neighborhood entry signage
(5) Community directional signage (not to exceed 8' in height)
(6) Street signs
(7) Lighting, including enhanced street lights and landscape lighting
(8) Intersection and crosswalk enhancements, consisting of stamped and/or
integrated color concrete
(9) Pedestrian underpasses/overpasses
(10) Sidewalks and bike lanes
(11) Landscaping, including plant beds and street trees
(12) Site furnishings, such as benches, planters, trash receptacles
(13) Irrigation
(14) Decorative Walls
The Owner shall make application for a License Agreement(s) at the time of Site
Plan or construction plan submittal.
10.2 Utility Placement
Exhibit "E" indicates the street types and the corresponding utility locations
which may be utilized in the Plan area. All utilities shall be located underground.
Utilities shall be placed a minimum of five feet (5') from any tree. Any utilities
located on private property shall be located within a public utility easement.
10.3 Raised Intersections
Subject to review and approval of the City, raised intersections may be used at
specified locations within the community in order to improve pedestrian and
bicycle safety. The paving at the intersection will be gradually raised to a level of
4 to 6 inches above the primary lanes of the roadway. The intersections will also
be treated with alternative paving including stamped or colored concrete.
10.4 Sidewalks
A minimum of eight feet (8') of obstruction free sidewalk shall be provided
between a commercial building in an MU sub -district and a landscape area or
street tree, exclusive of tree grates. If a covered outdoor colonnade is provided on
the front of a building facade, the area underneath the colonnade shall be included
within the obstruction free area.
A minimum of six feet (6') of obstruction free sidewalk shall be provided
between a residential building and a landscape area or street tree, exclusive of tree
grates. This shall not apply to detached single family development.
Sidewalks are required on both sides of all roadways, including private streets, but
not alleyways.
30
Other than the provisions of this section, sidewalks shall meet the City's
Subdivision Ordinance and the Design and Construction Standards Transportation
Manual.
10.5 Pedestrian Crossings
Pedestrian and bicycle cross walks shall be incorporated into the raised
intersections to promote safe and easily identifiable pedestrian circulation. If
pedestrian crossings occur at mid block locations, the crosswalk shall be
delineated with a change of material and/or color from the vehicular lanes of
traffic. Cross walk design shall be subject to the review and approval of the City.
To further promote pedestrian safety, two crossings, A.W. Grimes Boulevard and
Arterial "A", have been identified for additional design treatment. In these two
locations, crossing design shall include the use of a pedestrian overpass or tunnel
to separate the pedestrian from vehicular traffic. These alternative crossing
designs shall be subject to the review and approval of the City.
11. PRIVATE STREETS/GATES
Subject to the provisions of City Ordinance No. G -08-06-26-9D2 regarding gated
communities and private streets, a maximum of 500 of the single family fee simple
residential units within the combined MU and RES Districts may be located within gated
communities. Each gated community shall be limited to a maximum of 120 dwelling
units. The required Private Access Amenity Plan shall be submitted with the Preliminary
Plat for each of the gated communities.
12. STREET CROSS-SECTIONS
The street sections contained in Exhibit "E" illustrate the street types allowed for use
within the Plan area, including the general location of utilities.
Exhibit "F" illustrates the location of the primary circulation street sections.
In order to provide flexibility within the roadway design, Exhibit "G" outlines the design
standards for each roadway classification.
13. PARKING
Off site, including on street parking within the public right of way as defined by the
roadway sections in Exhibit "E" may be included in the parking requirement
calculations for a specific use within Avery Centre if located within 600' of the subject
site.
On street parking may be utilized subject to the following conditions. (1) must be located
within 600'of the site; (2) an on -street parking tabulation chart to determine spaces
31
available for assignment to a specific tract must be submitted for consideration by the
City.
13.1 Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis formula for Mixed
Use projects based upon the land use and peak demand time frame for each use.
This analysis is summarized in Exhibit "I".
Avery Centre shall be allowed to employ these national standards once the project
land uses are defined for specific projects within the community, if calculations
result in a reduced parking requirement from the provisions outlined in Exhibit
"11
14. PARKS, OPEN SPACE AND TRAILS
The Parks and Trails Plan is contained in Exhibit "J", which illustrates approximately
152 acres of parks and open space within the Plan.
The parks, trails and open space depicted on Exhibit "J" shall be dedicated to the City
through the subdivision process. Park improvements and trails will be constructed by the
Owner and maintained by an owners association.
The following requirements shall be met:
14.1 Linear Parks and Greenbelts
Linear parkways and greenbelts within Avery Centre shall consist of areas with a
minimum width of 75'.
14.2 Open space requirements for residential uses in Mixed Use sub -districts
In addition to the parks and open space illustrated on Exhibit "J", a minimum of
'/2 acre of open space shall be provided for every ten (10) acres of multi -family
and townhome residential development within Mixed Use sub -districts, and may
include greenbelts, parks, town greens, amenity detention/retention areas, and
private parkland.
14.3 Amenity lakes and detention facilities
All permanent bodies of water, such as lakes and retention ponds shall include an
integrated management program to insure acceptable water quality and to
maintain ecological balance of oxygen, nutrients, light, and temperature. Aeration
systems providing oxygen transfer and aerator fountains for aesthetic appeal shall
32
be utilized as appropriate to the pond type, size and depth. Biological controls will
be enhanced through selection of appropriate water plant species.
Open space shall be required around all amenity lakes and detention facilities. For
these amenities, a minimum open space width of 30' shall be required around the
perimeter of the lake and shall be measured from the line of 25 yr. inundation to
the edge of open space/parkland. Lake edges within Avery Centre shall be either
enhanced or hard edges with a minimum of 30' of enhanced landscaping. Parks
and open spaces around these amenities shall further meet the following
requirements.
(1) A minimum of one (1) 3" caliper tree and two (2) 5 gallon shrubs shall be
planted for every 1000 s.f. of open space land around lakes.
(2) Fencing is allowed around detention ponds only if the fencing is constructed
of wrought iron or tubular steel or other similar products.
(3) Lakes indicated on Exhibit "J" shall be designed as curvilinear,
nonrectangular shapes with a slope not exceeding 3:1.
(4) Amenity feature lake and detention facility designs included on Exhibit "J"
must be approved by the City.
14.4 Town Greens
Town greens are smaller open spaces or plazas which serve a similar use to a
pocket park.
Town greens are important components to the vision of the community and shall
be dispersed throughout the community within walking distance of all residents to
encourage interaction and recreational activity. These public spaces will vary in
size and configuration based upon the ultimate site design and the potential
adjacent use. These civic greens and public open spaces shall be credited as
parkland if they meet the following criteria:
(1) Minimum of 'A acre
(2) Minimum of 100' of street frontage
(3) Configuration and shape must be approved by the City Parks and Recreation
Director.
14.5 Trails
For Avery Centre, a minimum of 5 miles of trails and a minimum of 152 acres of
open space (including floodplain, greenbelts, parks, town greens, amenity
detention/retention areas, private parkland) shall be designated in the community.
All trails within Avery Centre shall be a minimum of 8' wide, concrete trails.
33
14.6 Phasing
Due to the size and complexity of the community, certain phases of development
may draw from the parkland from another phase of development as long as the
open space illustrated on Exhibit "J" is maintained. Each construction phase of
development within Avery Centre must fully develop the parks and trails located
within that specific phase.
15. LANDSCAPING
New development that is proposed within Avery Centre shall comply with the landscape
development standards outlined in Section 11.501, Landscaping, of the City Zoning
Ordinance in place at the time of approval of this PUD with the exception of the
following modifications.
15.1 Street Yard
(1)
In an MU area where buildings are oriented close to the street with wide
sidewalks extending to the face of buildings, the City requirement that 30%
of the street yard be landscaped and irrigated shall not apply. In these
situations, street trees planted a maximum of 50' on center within tree grates
shall satisfy the landscape requirements.
(2) Planters will be allowed within the right of way for areas described in the
foregoing paragraph which include on street parking and contain pedestrian
walkways which extend from the building to the edge of the street.
(3)
Residential Street Yards shall be sodded and irrigated up to the back of curb.
15.2 Maintenance
A master community association for the MU areas within Avery Centre will be
established for the maintenance of landscape and irrigation areas located between
the roadways and the property lines for internal projects as well as for all
community signage, walls, medians, common open spaces, greenbelts, parks and
detention areas.
Sub associations may be formed for individual tracts within Avery Centre.
15.3 Tree Protection
For the purpose of the Avery Centre PUD, the following trees shall not be
considered as Protected Trees (as defined in the City Code of Ordinances):
(1) Mesquite
(2) Hackberry
34
(3) Cedar
(4) Ash
(5) China Berry
(6) Salt Willows
(7) Salt Cedar
15.4 Street Trees
Street trees shall be located in public rights of way, between the curb and the face
of a building, as indicated on Exhibit "E". Street trees shall meet the following
criteria:
(1) Street Trees may be located within 10' of a building.
(2) Street Trees must be placed within a minimum of a eight (8') wide planting
strip or within and 8'x8' tree grate.
(3) Street Trees shall be placed a maximum of 50' on center.
(4) Street Trees must be a minimum of three (3") caliper.
(5) The following street tree types are recommended within Avery Centre.
Common Name
Scientific Name
Carolina Cherry Laurel
Prunus caroliniana
Bigtooth Maple
Acer grandidentatum
Lacey Oak
Quercus laceyi
Chinquapin Oak
Quercus muehlenbergii
Texas Red Oak
Quercus buckleyi
Cedar Elm
Ulmus crassifolia
Lacebark Elm
Ulmus parvifolia
16. SIGNAGE
Signs shall comply with the Code, with the following exceptions:
16.1 Sign Location
(1) Signage shall be allowed within landscape medians and public right of way
pursuant to a License Agreement.
(2) If pedestrian overpasses are constructed as part of the Avery Centre
community, signage and logos may be integrated onto the bridge structure.
No commercial advertising signs shall be permitted.
(3) The signage shall not obstruct sight lines or views as necessary to maintain
safe vehicular circulation.
(4) Unless expressly authorized by the city, signs are prohibited in public utility
easements.
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16.2 Project Identification Signs
Avery Centre is bordered by two major arterial roadways, University Drive and
FM 1460. Monument signs for Avery Centre shall be allowed on each corner at
the primary collector road intersections with University Drive and FM 1460, as
identified on the Development Plan.
(1) Size
The monument signs at these intersections may have a maximum sign area of
150 square feet. Monument signs at these intersections shall be a maximum
of 10' in height. Architectural elements of the entry design, such as tower
elements, shall not be defined as part of the sign area and may exceed the 10'
maximum height.
(2) Lighting
Monument signs shall be illuminated either by ground mounted fixtures or
with internally illuminated channel letter.
16.3 Directional Signs
(1) Location
(a) Directional Signs will be placed at strategic locations within Avery
Center to guide visitors to the variety of uses and amenities within the
community.
(b) A maximum of 25 directional signs may be installed at key locations
throughout the community.
(2) Size
(a) Directional signs shall not exceed 8 feet in height
(b) Directional signs shall not exceed 50 square feet in sign area
16.4 Construction Phase Signs
For the purpose of identifying the name of a particular construction project, the
opening date, and the contractors, engineers and/or architects working on the
project, Construction Phase Signs may be temporarily installed.
(1) Construction Phase Signs shall be a minimum of twenty (20) feet from the
property line.
(2) The face or sign area -of each Construction Phase Sign shall not exceed one
hundred thirty (130) square feet.
36
(3)
(4)
(5)
Construction Phase Signs shall not be illuminated.
Construction Phase Signs shall be removed prior to the issuance of
Temporary Certificate of Occupancy or a Certificate of Occupancy for the
associated project.
Banner signs advertising the opening of a business shall be permitted for a
period of sixty (60) days following the issuance of the certificate of
occupancy for the associated project.
16.5 Street Name Signs
Street name signs are allowed to deviate in color from the standard green
background with white letter. Alternative street sign color selection and
specification must be submitted to and approved by the City. Any alternative
signs approved by the City shall be maintained by the property owners
association.
16.6 Additional Sign Regulations - Mixed Use District
(1) Materials
(a) The materials used in the construction of a sign shall be compatible with
the building facade upon which they are associated with or placed upon
as well as the architectural theme established for the Avery Centre
community.
(b) New materials may be appropriate only if they are designed in a manner
consistent with the theme established by that development.
(c) Metal signs are permitted but avoid finishes that will create glare.
(d) Cabinet signs are prohibited.
(2) Color
(a) The colors used in a sign shall be compatible with the theme established
for Avery Centre.
(b) Avoid too many colors, small accents may make the sign more attractive
and unique but limit amount of colors used.
(3) Legibility
(a) Limit the number of text styles to avoid confusion and increase legibility.
(b) Avoid symbols and fonts that are hard to read or too intricate.
(4) Illumination
(a) Illuminate only signs that are necessary, allow for illumination from
other sources, ie. streetlights or pedestrian lights.
(b) Individually illuminated signs, either individual illuminated letters or
back -lighted are encouraged.
(c) Internally illuminated plastic cabinet signs are prohibited. Signs with
individual letters are better integrated with the architecture.
37
(5) Location
(a) Signs should not dominate the site in height and should not project above
the rooflines of the buildings.
(b) Signs should not obstruct doors or windows.
(c) Utilize the building's architectural features to delineate where signs
should be located.
(d) Window signs should not cover a majority of the window and should be
intended to be viewed from the outside.
17. UTILITIES
For all development west of AW Grimes, wastewater capacity shall be based off the
Avery Farms Wastewater Study. At initial subdivision improvement plan stage, the
Engineer shall submit the essential information necessary to verify that the Avery Centre
development substantially complies with the assumptions and findings of the Avery
Farms Wastewater Study. Said essential information shall be reviewed and approved by
the City Engineer before any final plat is submitted.
For all development east of AW Grimes, at initial subdivision plan stage, the engineer
shall provide a general study of wastewater capacity available for the entire development
site. Study shall be reviewed and approved by the City Engineer before any final plat is
submitted.
With each subsequent subdivision plan application and each subsequent site plan
application, the engineer shall submit a synopsis to the City of Round Rock, summarizing
proposed wastewater flows for that development and certifying the proposed wastewater
flows are in accordance with the previously approved studies. In addition, the engineer
shall provide in each plan a summary of total flows in chart form, to be placed on the
Notes sheet.
Any transfer of capacity or living -unit -equivalents (LUEs) between basins, or updates to
any study shall be approved on a case-by-case basis by the City Engineer.
18. DEFINITIONS
The following definitions are provided for terms used in the Plan. If there is a conflict
between the definitions contained in this Plan and the definitions in Chapter 11 of the
Code, the definitions in this Plan shall supersede the definitions in the Code.
Accessory Dwelling: A second dwelling unit on the same lot as a single family
dwelling. Such a dwelling shall be established in conjunction with and be clearly
subordinate to the main dwelling and shall not contain a kitchen or formal cooking area.
Dwelling shall not be designed as a rental unit.
38
Amenity Detention/Retention Areas: Open space designed to accommodate storm water
detention and/or water quality facilities in a manner that creates an amenity through the
inclusion of features including trails, landscaping and fountains.
Fuel Sales: A retail fuel sales facility with a maximum of eight gas pumps. Must include
a convenience store.
Garden Center: A retail plant nursery which sells trees, shrubs, annual plants and garden
supplies.
Mixed Use: The combining of complementary commercial and office uses in the same
building, on the same site, or on the same block. Residential uses may be directly
adjacent to the non-residential uses or located above. Residential uses are not required to
be located above non-residential uses in the same building.
_..____Par-king_Structure:... Ar-- structure ...composed -of -.one -_-or--more --levels--or--floor-s designed to
accommodate vehicular parking spaces that are fully or partially enclosed or located on
the deck surface of a building. This includes parking garages, deck parking and
underground or under -building parking areas.
Research and Development: A business that engages in research or research and
development of innovative ideas in technology -intensive fields. Typical uses include
biotechnology, pharmaceuticals, medical instrumentation or supplies, communications
and information technology, electronics and instrumentation and computer hardware and
software. Development and construction of prototypes may be associated with this use.
This use does not involve the mass manufacture, fabrication, processing or sale of
products.
Street Yard: The area of a lot which lies between the property line adjacent to street or
right-of-way and the actual front wall line of the building, as such building wall line
extends from the outward corners of the building, parallel to the street. Building faces
oriented towards alleys shall not be defined as street yards.
Sub -District: The land use areas delineated on Exhibit "C" and numbered 1-9 and
referenced on the Land Use Table in Section 6.1. Sub -districts have specific and unique
development standards which are contained in Sections 8.1 and 8.2.
19. CHANGES TO DEVELOPMENT PLAN
a. Minor Changes
Minor changes to this Plan which do not substantially and adversely change this
Plan may be approved administratively, if approved in writing, by the City
Engineer, the Director of Planning and Community Development, and the City
Attorney. Any increase in the maximum number of residential units or non -
39
residential square footage listed in Section 6.2 shall not be considered a minor
change.
b. Major Changes
All changes not permitted under section 14.1 above shall be resubmitted
following the same procedure required by the original PUD application.
Major changes include, but shall not be limited to:
(1) an increase in gross density of a residential land use;
(2) an increase in height, area, bulk of any land use;
(3) an increase in intensity of a non-residential land use;
(4) the designation of additional land uses;
(5) the reduction in the depth of landscape buffer yards or reduction in the
Parkland Dedication Requirements
(6) Significant re -alignments of roadways contained in the Roadway Plan,
Exhibit "F"
(7) A change in area of a Sub -District in excess of ten percent (10%), as shown
on Exhibit "C"
(8) Any increase in the maximum number of residential units or non-residential
square footage listed in Section 6.1 (2).
LIST OF EXHIBITS
Exhibit "A" Legal Description
Exhibit "B" Vicinity Map
Exhibit "C" Land Use Plan
Exhibit "D" Shared Detached Garage Layout
Exhibit "E-1 — E-6" Street Cross Sections
Exhibit "F" Street Type Plan
Exhibit "G" Roadway Design Standards
Exhibit "H" Parking Requirements
Exhibit "1" Reduced Parking Provisions
Exhibit "J" Open Space and Trails Plan
40
Avery Centre
Planned Unit Development #
EXHIBIT A
LEGAL DESCRIPTIONS
Avery Tract West of A.W. Grimes (aka FM1460) 433.152 Acres
Avery Tract East of A.W. Grimes (aka FM1460) 514.099 Acres
Seton Tract 10.525 Acres
SUBTOTAL 957.776 Acres
SAVE AND EXCEPT
Texas A&M Health Science Center
Tract One 15.000 Acres
Tract Two 11.314 Acres
Tract Three 23.771 Acres
TOTAL SAVE AND EXCEPT 50.085 Acres
NET ACRES WITHIN AVERY CENTRE PUD 907.691 Acres
Avery
433.152 Acres Tract
Page 1 of 11
DESCRIPTION
FOR A 433.152 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY ABSTRACT NO. 215, THOMAS TOBY SURVEY ABSTRACT
NO. 624, THOMAS TOBY SURVEY ABSTRACT NO. 625 AND WILLIS
DONAHOE SURVEY ABSTRACT NO. 173 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF A REMNANT PORTION OF PARCEL
TWO, A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY RANCH
COMPANY, LTD., OF RECORD IN DOCUMENT NUMBER 2002071336,
O.P.R.W.C., TX, SAID 433.152 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SKETCH, IS MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a '/2" iron rod found with "Baker-Aicklen" cap on the west right-of-way line of
Farm to Market 1460 (80 foot right-of-way width), said point being the eastern terminus of the
Boundary Line Agreement between Avery Ranch Company, Ltd. and Wallin Family
Investments, L.P. of record in Document No. 2004000841 of the Official Public Records of said
County, for the southeast corner and POINT OF BEGINNING hereof;
THENCE with said Avery / Wallin Boundary Line Agreement, S 68° 23' 29" W for a distance
of 1387.54 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion
of said 1200.19 acre tract, same being the northwest corner of a remainder of a called 152.38
acre tract of land as described in that deed to Wallin Family Investments, L.P. of record in
Document No. 2003057844 of the Official Public Records of said County, same being a point in
the northeast line of a called 2.05 acre tract of land as described in that deed to Todd Wayne
Frank and recorded in Document No. 2000080601 of the Official Public Records of said County,
for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northeast line of said 2.05 acre tract, N 23° 08' 00" W for a distance of 111.06 feet to a 6"x 6"
concrete monument found for the northeast corner of said 2.05 acre tract, for an angle point
hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 2.05 acre tract, S 69° 26' 04" W for a distance of 219.14 feet to a '/2" iron
rod found for an angle point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being in
part the northwest line of said 2.05 acre tract and in part the northwest line of a called 1.30 acre
tract of land as described in that deed to James Franzetti and recorded in Document No.
Avery
433.152 Acres Tract
Page 2 of 11
2000069853 of the Official Public Records of said County, S 69° 19' 30" W for a distance of
213.10 feet to a 6"x 6" concrete monument found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the northwest corner of said 1.30 acre tract, also being the
northeast corner of a called 93.74 acre tract of land as described in that deed to Ardalia E. Martin
and recorded in Volume 2571, Page 709 of the Official Records of said County, for an angle
point hereof;
THENCE with the south line of the Remnant Portion of said 1200.19 acre tract, same being the
northwest line of said 93.74 acre tract, S 68° 43' 16" W for a distance of 1778.25 feet to a cedar
fence post found for the southwest comer of the Remnant Portion of said 1200.19 acre tract,
same being the southeast comer of a called 43.524 acre tract of land as described in that deed to
the City of Round Rock and recorded in Document No. 9730900 of the Official Records of said
County, for the southwest corner hereof, from which a 1" iron rod found for the northwest corner
of said 93.74 acre tract bears, S 68°36'21" W for a distance of 442.93 feet;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, sante being the
east line of said 43.524 acre tract, the following six (6) courses and distances:
1) N 10° 39' 34" W for a distance of 174.08 feet to a '/A" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
2) N 18° 26' 59" W for a distance of 108.08 feet to a'/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
3) N 30° 26' 56" W for a distance of 86.47 feet to a %" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
4) N 36° 12' 01" W for a distance of 170.18 feet to a'/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
5) N 78° 26' 31" W for a distance of 340.75 feet to a fence post found for an angle point
hereof, and
6) N 12° 44' 54" W pass a 'A" iron rod found at a distance of 376.37feet, continuing for a total
distance of 423.52 feet to a 'A" iron rod found for an angle point of the Remnant Portion of
said 1200.19 acre tract, same being the southwest corner of Lot 5, Lakeside Subdivision
Section Three, a subdivision recorded in Cabinet V, Slides 22 — 24 of the Plat Records of
said County, for an angle point hereof,
THENCE with a north line of the Remnant Portion of said 1200.19 acre tract, same being in part
with the south line of said Lakeside Subdivision Section Three, N 68° 55' 30" E for a distance of
Avery
433.152 Acres Tract
Pau 3 of 11
1558.72 feet to a 1/2" iron rod found for an angle point of the Remnant Portion of said 1200.19
acre tract, same being the southeast corner of Lot 1 of said Lakeside Subdivision Section Three,
for an angle point hereof;
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being in
part with the east line of said Lot 1 and the east line of Lakeside Subdivision Section Four, a
subdivision recorded in Cabinet X, Slides 285 — 286 of the Plat Records of said county, also in
part with a Boundary Line Agreement recorded in Document No. 2003042829 of the Official
Public Records of said County, the following seven (7) courses and distances:
1) N 22° 21' 13" W for a distance of 146.26 feet to a 1/2" iron rod found for an angle point
hereof,
2) N 19° 58' 40" W for a distance of 274.69 feet to a 1/2" iron rod found for an angle point
hereof,
3) N 32° 19' 26" W for a distance of 417.14 feet to a railroad spike found for an angle point
hereof,
4) N 30° 39' 24" W for a distance of 200.21 feet to a railroad spike found for an angle point
hereof.
5) N 26° 03' 59" W, pass at feet 166.90, the southeast terminus of Gulf Way (60 foot right-of-
way width), same being the northeast corner of said Lot 1, and pass at 227.13 feet, the
northeast terminus of said Gulf Way, same being the southeast corner of Lot 54, Block E of
said Lakeside Subdivision Section Four, continuing for a total distance of 992.04 feet to a
1/2" iron rod found for an angle point hereof,
6) N 27° 31' 10" W for a distance of 364.09 feet to a 1/2" iron rod found for an angle point
hereof, and
7) N 09° 46' 05" W for a distance of 276.20 feet to a railroad spike found for the northeast
comer of said Lakeside Subdivision Section Four, same being the southern terminus of a
Boundary Line Agreement between Charles Needham Avery, Jr. etal and John B. May and
Grace Josephine May of record in Volume 958, Page 772 of the Deed Records of said
County, also being the most southerly southeast comer of a 98.20 acre tract of land as
described in that deed to The State of Texas and recorded in Document No. 2005098710 of
the Deed Records of said County, for an angle point hereof,
Avey
433A52 Acres Tract
Page 4 of 11
THENCE with the west line of the Remnant Portion of said 1200.19 acre tract, same being the
east line of said 98.20 acre tract, also being said Avery / May Boundary Line Agreement, the
following seven (7) courses and distances:
1) N 11° 27' 05" W for a distance of 360.26 feet to a' h" iron rod found for an angle point
hereof,
2) N 71° 51' 48" E for a distance of 93.72 feet to a 60d nail found in fence post for an angle
point hereof,
3) S 65° 47' 14" E for a distance of 128.41 feet to a `" iron rod found for an angle point
hereof,
4) S 80° 01' 56" E for a distance of 84.67 feet to a PK nail found for an angle point hereof,
5) N 63° 44' 01" E for a distance of 106.68 feet to a '/2" iron rod found for an angle point
hereof,
6) N 44° 20' 38" E for a distance of 8.73 feet to a '/" iron rod found for an angle point hereof,
and
7) N 58° 59' 14" E for a distance of 125.12 feet to a '/2" iron rod found for an angle point
hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
three (3) courses and distances:
1) S 39° 52' 43" E for a distance of 223.95 feet to a 1/2" iron rod with "Baker-Aicklen" cap
to be set for an angle point hereof,
2) N 58° 04' 46" E for a distance of 1219.87 feet to a'/2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof, and
3) with the arc of a curve to the left. having a radius of 25.00 feet, an arc length of
37.02 feet, a central angle of 84° 50' 57", and a chord which bears N 15° 39' 17" E for a
distance of 33.73 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a point of
tangency hereof on the west right-of-way line of County Road 112 (120 foot right-of-way
width), as recorded in Document No. 2005010992 of the Official Public Records of said
County,
Avery
433.152 Acres Tract
Page 5 of 11
THENCE with the west right-of-way line of said County Road 112 the following four (4)
courses and distances:
1) N 26° 46' 12" W for a distance of 22.85 feet to a '/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/z" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears, N 63°13' 48" E for a distance of 120.00 feet,
2) with the arc of a curve to the left, having a radius of 2050.00 feet, an arc length of 672.26
feet, a central angle of 18° 47' 20", and a chord which bears, N 36° 09' 52" W for a
distance of 669.25 feet to a 'h" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, from which a 'A" iron rod found with "Baker-Aicklen" cap for a point of
tangency on the east right-of-way line of said County road 112 bears, N 44° 26' 28" E for
a distance of 120.00 feet,
3) N 45° 33' 32" W for a distance of 831.75 feet to a '/A" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof, from which a '/2" iron rod found with
"Baker-Aicklen" cap for a point of curvature on the east right-of-way line of said County
road 112 bears. N 44° 26' 28" E for a distance of 120.00 feet, and
4) with the arc of a curve to the right, having a radius of 2150.00 feet, an arc length of
687.88 feet, a central angle of 18° 19' 53", and a chord which bears N 36° 23' 35" W for
a distance of 684.95 feet to a %" iron rod with "Baker-Aicklen" cap to be set for a point
of reverse curvature hereof,
THENCE leaving the west right-of-way line of said County road 112 and through the interior of
the Remnant Portion of said 1200.19 acre tract the following two (2) courses and distances:
1) with the arc of a curve to the left having a radius of 25.00 feet, an arc length of 36.28 feet,
a central angle of 83° 09' 08", and a chord which bears N 68° 48' 13" W for a distance
of 33.18 feet to a '/z" iron rod with "Baker-Aicklen" cap to be set for a point of tangency
hereof, and
2) S 69° 37' 13" W for a distance of 770.73 feet to a''/z" iron rod with "Baker-Aicklen" cap
to be set for a point on the east boundary line of said 98.20 acre tract, same being the east
boundary line of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract, from which a '/z" iron rod found for an
angle point on the east boundary line of said 98.20 acre tract, same being the east
boundaryline of said Boundary Line Agreement, same being the west boundary line of
the Remnant Portion of said 1200.19 acre tract bears, S 17° 11' 24" E for a distance of
636.50 feet,
Avery
433.152 Acres Tract
Page 6 of 11
THENCE with the west boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the east boundary line of said 98.20 acre tract, same being the east boundary line of said
Boundary Line Agreement, N 17° 11' 24" W for a distance of 1251.94 feet to a 1/2" iron rod
found with "Baker-Aicklen" cap for the northwest corner of the Remnant Portion of said 1200.19
acre tract, same being the northeast corner of said 98.20 acre tract, same being_ the northern
terminus of said Boundary Line Agreement, same being a point on the south right-of-way line of
University Boulevard, also known as C. R. 114, (90 foot right-of-way width), from which a '/2"
iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary line of said
98.20 acre tract, same being a point on the south right-of-way line of said University Boulevard
bears, S 69° 32' 28" W for a distance of 1012.30 feet;
THENCE with the north line of the Remnant Portion of said 1200.19 acre tract, same being the
south right-of-way line of said University Boulevard, and in part with the northern terminus of
the right-of-way of said County Road 112, N 69°37'13" E for a distance of 1238.56 feet to a 1/2"
iron rod found with "Baker-Aicklen" cap for the most northerly northeast corner hereof from
which a 1/2" iron rod found with "Baker-Aicklen" cap for an angle point on the north boundary
line of a called 101.376 acre tract of land in deed to Texas State University System as recorded
in Document No. 2004014440 of the Official Public Records of said County, same being a point
on the south right-of-way line of said University Boulevard bears, N 69° 37' 13" E for a distance
of 336.01 feet;
THENCE with the west boundary line of said 101.376 acre tract, same being the east boundary
line of the Remnant Portion of said 1200.19 acre tract the following eight (8) courses and
distances:
1) S 20° 22' 47" E for a distance of 564.54 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
S 17° 38' 39" W for a distance of 89.29 feet to a 1/2"
cap for an angle point hereof,
3) S 20° 22' 47" E for a distance of 70.25 feet to a 1/2"
cap for an angle point hereof,
4) S 58° 24' 13" E for a distance of 89.29 feet to a 1/2"
cap for an angle point. hereof,
iron rod found
iron rod found
iron rod found
with "Baker-Aicklen"
with "Baker-Aicklen"
with "Baker-Aicklen"
5) S 20° 22' 47" E for a distance of 444.54 feet to a 1/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
Avery
433.152 Acres Tract
Page 7 of 11
6) S 30° 01' 22" E for a distance of 888.97 feet to a `/�" iron rod found with 'Baker-Aicklen"
cap for an angle point hereof,
7) S 07° 12' 33" W for a distance of 131.28 feet to a 1/4" iron rod found with "Baker-Aicklen"
cap for an angle point hereof, and
8) S 44° 26' 28" W for a distance of 132.56 feet to a '/2" iron rod found with "Baker-Aicklen"
cap for a point on the east right-of-way lune of said County Road 112 hereof,
THENCE with the east right-of-way line of said County Road 112, same being the west
boundary line of said -101.376 acre tract the following three (3) courses and distances:
1) S 45° 33' 32" E for a distance of 401.00 feet to a '/2" iron rod found with "Baker-
Aicklen" cap for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 2170.00 feet, an arc length of
711.61 feet, a central angle of 18° 47' 20", and a chord which bears S 36° 09' 52" E for a
distance of 708.42 feet, to a '/2" iron rod found with "Baker-Aicklen" cap for a point of
tangency hereof, and
3) S 26° 46' 12" E for a distance of 34.88 feet to a'/2" iron rod found with "Baker-Aicklen"
cap for an angle point hereof,
THENCE leaving the east right-of-way line of said county Road 112, with the south boundary
line of said 101.376 acre tract, with a north boundary line of the Remnant Portion of said
1200.19 acre tract the following three (3) courses and distances:
1) N 58° 04' 46" E for a distance of 644.52 feet to a 1/4" iron rod found with "Baker-
Aicklen" cap for an angle point hereof,
2) N 21° 08' 47" W for a distance of 58.77 feet to a `/z" iron rod found with "Baker-
Aicklen" cap for an angle point hereof, and
3) N 29° 59' 07" E for a distance of 999.48 feet to a '/2" iron rod found with "Baker-
Aicklen" cap for the southeast corner of said 101.376 acre tract, same being an angle
point of the Remnant Portion of said 1200.19 acre tract for an angle point hereof,
THENCE through the interior of the Remnant Portion of said 1200.19 acre tract the following
nine (9) courses and distances:
Avery
433.152 Acres Tract
Page 8 of 11
1) S 50° 40' 33" E for a distance of 14.47 feet to a '/2" iron rod with "Baker-Aicklen" cap
to be set for a point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
239.18 feet, a central angle of 22° 48' 56", and a chord which bears S 39° 16' 05" E
for a distance of 237.60 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof,
3) with the arc of a curve to the right, having a radius of 600.64 feet, an arc length of
241.76 feet, a central angle of 23° 03' 42", and a chord which bears S 16° 19' 46" E
for a distance of 240.13 feet to a 1/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
4) S 04° 47' 55" E for a distance of 437.63 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
5) with the arc of a curve to the left, having a radius of 50.00 feet, an arc length of
83.42 feet, a central angle of 95° 35' 50", and a chord which bears S 52° 35' 49" E for
a distance of 74.08 feet to a '/" iron rod with "Baker-Aicklen" cap to be set for a
compound point of curvature hereof..
6) with the arc of a curve to the left, having a radius of 415.00 feet, an arc length of
285.59 feet, a central angle of 39° 25' 47", and a chord which bears N 59° 53' 22" E
for a distance of 279.99 feet to a '/" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof,
7) N 40° 10' 29" E for a distance of 130.92 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point of curvature hereof,
8) with the arc of a curve to the right, having a radius of 545.00 feet, an arc length of
272.74 feet, a central angle of 28° 40' 24", and a chord which bears N 54° 30' 41" E
for a distance of 269.91 feet to a '/2" iron rod with "Baker-Aicklen" cap to be set for a
point of tangency hereof, and
9) N 68° 50' 53" E for a distance of 245.68 feet to a '/2" iron rod with "Baker-Aicklen"
cap to be set for a point on the east boundary line of the Remnant Portion of said
1200.19 acre tract, same being a point on the west right-of-way line of said F. M. 1460,
THENCE with the east boundary line of the Remnant Portion of said 1200.19 acre tract, same
being the west right-of-way line of said Farm to Market 1460 the following four (4) courses and
distances:
Avery
433.152 Acres Tract
Page 9 of 11
1) S 21° 08' 56" E for a distance of 1166.37 feet to an iron rod found with "Vara" cap for a
point of curvature hereof,
2) with the arc of a curve to the right, having a radius of 1106.28 feet, an arc length of
646.41 feet, a central angle of 33° 28' 42", and a chord which bears, S 04° 24' 15" E for a
distance of 637.25 feet to a TXDOT Type I concrete monument found (destroyed) for a
point of tangency hereof,
3) S 12° 20' 39" W for a distance of 2839.20 feet to an iron rod found with "Vara" cap for an
angle point hereof, and
4) S 12° 15' 20" W for a distance of 54.01 feet to the POINT OF BEGINNING and
containing 433.152 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during August and September, 2003.
Surveyed under the direct supervision of the undersigned during August and September, 2003:
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512)-260-3700
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY@CHANDLER RD\METES & BOUNDS\AVERY 433 AC
PUD.DOC
SKETCH TO ACCOMPANY DESCRIPTION
UNIVERSITY BOULEVARD (90' R.O.W.) C.R. 114
APPROXIMATE LOCATION OF SURVEY UNE
BOUNDARY LINE
AGREEMENT
VOLUME 958, PAGE 772
O.R.W.C., TX
THE STATE OF TEXAS
DOC. # 2005098710
DEED RECORDS
WILLIAMSON COUNTY,
TEXAS
L31
BOUNDARY LINE �I
AGREEMENT l\
VOLUME 958, PAGE 772
O.R.W.C., TX DETAIL
SEE PAGE 2
LAKESIDE SUBDIVISION
SECTION FOUR CABINET X,
SLIDES 285 & 286
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
Ags7,RACT7, 1z,
ice- eU.
2q,
L33
LEGEND
• 1/2" IRON ROD FOUND
• IRON ROD FOUND WITH VARA CAP
L57
0 1" IRON ROD FOUND
;10 0 1/2" IRON ROD FOUND WITH
14 iii "BAKER-AICKLEN" CAP
0)
r • 1/2" IRON ROD WITH
m "BAKER-AICKLEN" CAP TO BE SET
N 171 A PK NAIL FOUND 0
iii
>F1 A 60D NAIL FOUND IN FENCE POST W
riidi
Qi
O 6"X6" CONCRETE 3 0
fArn
14E4 MONUMENT FOUND I O Z
filfil ■ TXDOT TYPE I CONCRETE b F
44 MONUMENT FOUND 1iI
.A. RAILROAD SPIKE FOUND
v • FENCE POST FOUND ,,:to
Av '') TEXAS STATE UNIVERSITY 7m
S
0 PI
SYSTEM
DOC. #2004014440 6 d' I >
O.P.R.W.C., TX .- n %
DETAIL �?_v
SEE PAGE 2
L50
LOT 1
(CALLED 46.300 ACRES)
LAKESIDE SUBDIVISION
SECTION THREE CABINET V,
SLIDES 22 - 24
PLAT RECORDS,
WILLIAMSON COUNTY,
TEXAS
L54
LOT 5
(2.159 ACRES)
D.E. & S.S.E.
LOT 6
(1.463 ACRES)
PARKLAND
L12
BOUNDARY LINE
AGREEMENT
DOCUMENT NO. 2003042829
EY O.P.W.C., TX
(CALLED 43.524 ACRES)
CITY OF ROUND ROCK,
TEXAS
r DOCUMENT # 9730900
r 0.P.R.W.C.. TX
V
r
L5
0
0
X
fIT
m
r 0
`" 0a
-I
10
0
0
A m
V/
q
0
300 600
APPROXIMATE LOCATION OF SURVEY UNE
(CALLED 1.30 ACRES)
JAMES FRANZETT4
DOC. 2000069853
0.P.R.W.C., TX
L4 L3
G
REMNANT PORTION OF
(PARCEL TWO)
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY,
LTD.
DOC. #2002071336
OFFICIAL PUBLIC
RECORDS,
WILLIAMSON COUNTY,
TEXAS
DESCRIPTION FOR
(CALLED 1200.19 ACRES) 0
VOLUME 305, PAGE 228 .e --
DEED RECORDS, ry
WILLIAMSON COUNTY, v �o
TEXAS
BOUNDARY LINE
AGREEMENT
DOC. #2004000841
O.P.R.W.C., TX
L1
REMAINDER OF A
(CALLED 152.38 ACRES)
WALLIN FAMILY
INVESTMENTS, L.P.
DOC. #2003057844
(CALLED 2.05 ACRES) I 0.P.R.W.C., TX
TODD WAYNE FRANK
(CALLED 93.74 ACRES) DOC. 2000080601
ARDALIA E. MARTIN
VOLUME 2571, PAGE 709
O.R.W.C., TX
O.P.R.W.C., TX DATE: SEPTEMBER 2003
JOB NO.: 1774-2-001-10
BY: R. BROOKS
PAGE 10 OF 11
hh
\ APPROXIMATE LOCATION OF SURVEY LINE
APPROXIMATE LOCATION OF SURVEY LINE
POINT OF BEGINNING
WILLIS DONAJiOE SURVEY
ABSTRACT NO. 173
/A BAKER-AlCKLNN
6 ASSOCIATES. INC.
Engineers • Surveyore • G15 • Planning
405 SPILISKY CREEK RO.
0121260,103
(:\PROJECTS\A VERY•CRAROLER R0\0a9-8N0RT\A VERT 433 AC P0080040143340 P00 80011 July 29. 2008 - 430pm
SKETCH TO ACCOMPANY DESCRIPTION
NUMBER
RADIUS
ARC
CEN. ANGLE
CH. BRG.
CHORD
C1
25.00'
37.02'
84°50'57"
N 15°39'17" E
33.73'
C2
2050.00'
672.26'
18°47'20"
N 36°09'52" W
669.25'
C3
2150.00'
687.88'
1899'53"
N 36°23'35" W
684.95'
C4
25.00'
36.28'
83°09'08"
N 68°48'13" W
33.18'
C5
2170.00'
711.61'
18°47'20"
S 36°09'52" E
708.42'
C6
600.64'
239.18'
22°48'56"
S 39°16'05" E
237.60'
C7
600.64'
241.76'
23°03'42"
S 1699'46" E
240.13'
C8
50.00'
83.42'
95°35'50"
S 52°35'49" E
74.08'
C9
415.00'
285.59'
39°25'47"
N 59°53'22" E
279.99'
C10
545.00'
272.74'
28°40'24"
N 54°30'41" E
269.91'
C11
1106.28'
646.41'
33°28'42"
S 04°24'15" E
637.25'
NUMBER
BEARING
DISTANCE
L1
S 68°23'29" W 1387.54'
L2 14
23°08'00" W 111.06'
L3
S 69°26'04" W
219.14'
L4
S 6999'30" W
213.10'
L5
S 68°43'16" W
1778.25'
L6
N 10°39'34" W
174.08'
L7
N 18°26'59" W
108.08'
L8
N 30°26'56" W
86.47'
L9
N 36°12'01" W
170.18'
L1O
N 78°26'31" W
340.75'
L11
N 12°44'54" W
423.52'
L12
N 68°55'30" E
1558.72'
L13
N 22°21'13" W
146.26'
L14
N 19°58'40" W
274.69'
L15
N 3299'26" W
417.14'
L16
N 30°39'24" W
200.21'
L17
N 26°03'59" W
992.04'
L18
N 27°31'10" W
364.09'
L19
14 09°46'05" W
276.20'
L20
N 11°27'05" W
360.26'
L21
14 71°51'48" E
93.72'
L22
S 65°47'14" E
128.41'
L23
S 80°01'56" E
84.67'
L24
14 63°44'01" E
106.68'
L25
N 44°20'38" E
8.73'
L26
N 58°59'14" E
125.12'
L27
S 39°52'43" E
223.95'
L28
N 58°04'46" E
1219.77'
L29
N 26°46'12" W
22.85'
L30
14 45°33'32" W
831.75'
L31
S 69°37'13" W
770.73'
L32
N 179174" W
1251.94'
L33
N 69°37'13" E
1238.56'
L34
S 20°22'47" E
564.54'
L35
S 17°38'39" W
89.29'
L36
S 20°22'47" E
70.25'
L37
S 58°24'13" E
89.29'
L38
S 20°22'47" E
444.54'
L39
S 30°01'22" E
888.97
L4O
S 0791'33" W
131.28'
L41
S 44°26'28" W
132.56'
L42
S 45°33'32" E
401.00'
L43
S 26°46'12" E
34.88'
L44
N 58°04'46" E
644.52'
L45
N 21°08'47" W
58.77'
L46
14 29°59'07" E
999.48'
L47
S 50°40'33" E
14.47'
L48
S 04°47'55" E
437.63'
L49
N 40°10'29" E
130.92'
L5O
N 68°50'53" E
245.69'
L51
S 21°08'56" E
1166.37'
L52
S 12°20'39" W
2839.20'
L53
S 1295'20" W
54.01'
L54
S 68°36'21" W
442.93'
L55
6179174" E
636.50'
L56
S 69°32'28" W
1012.30'
L57
N 69°37'13" E
336.01'
L58
N 6393'48" E
120.00'
L59
N 44°26'28" E
120.00'
L6O
14 44°26'28" E
120.00'
DATE: SEPTEMBER, 2003
JOB NO.: 1774.2-001.10
BY: R. BROOKS
PAGE11 OF 11
7/
BAKER-AICKLEN
& ASSOCIATES, INC.
En0lneer. • Surveyors • 515 • PlerwllnQ01 0 03007C0
CEDAR PARK T1 7e513
(:\PROJECTS\AVERY.CNANOLER RO\DRG-9NORY\AVERT 433 AC PVD 8NORY.ar0 (433 AC PUD 81410 (231.2(7 29. 8008 - 4:09pm
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 1 of
DESCRIPTION
FOR A 514.099 ACRE TRACT OF LAND SITUATED IN THE WILLIS
DONAHOE SURVEY, ABSTRACT NO. 173, THE JOHN L. JUSTICE
SURVEY, ABSTRACT NO. 356, THE THOMAS GLASSCOCK SURVEY,
ABSTRACT NO. 255 AND THE THOMAS TOBY SURVEY, ABSTRACT N0.
625, BEING: A PORTION OF A REMNANT PORTION OF A CALLED
1.200.19 ACRE TRACT DESCRIBED IN DEED To AVERY RANCH
COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336, OF THE
OFFICIAL PUBI..IC: RECORDS OF \\ II.1.:IAMSON COUNTY, TEXAS; ALL
OF THAT CERTAIN —TRACT IV" DESCRIBED IN DEED TO :AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NO. 2002071336,
OF THE OFFICIAL PUBLIC RECORDS OF \\ ILLIAMSON COUNTY,
TEXAS AND ALL OF THAT CERTAIN MISSOURI -KANSAS RAILROAD
COMPANY TRACT IN Ql'l I CLAIM DEED OF RECORD IN 'VOLUME 773,
PAGE 652 OF TIIE DEED RECORDS OF \\'ILLIAMSON COUNTY, TEXAS.
SAID 514.099 ACRE TRACT AS SHOWN ON TH.E ACCOMPANYING
SURVEY PLAT IS MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set on a point in the
east right-of-way line of Farm to Market 1460 (80' right-of-way width), said point being the
southwest corner of a called 1629.95 acre tract described in deed to Nelson Homestead Family
Partnership, Ltd. of record in Document No: 9824078 of said Official Public Records, same
being the northwest comer of said Remnant Portion of called 1200.19 acre tract for the northwest
corner and POINT OF BEGINNING hereof, from which a Texas Department of 'Transportation
Type I concrete monument found on the east right-of-way line of said Farm to Market 1460
bears, with said right-of-way line, N 21°09'23" W a distance of 2423.31 feet:
THENCE departing the east right-of-way line of said Farm to Market 1460 with, in part the
south boundary line of said 1629.95 acre tract, same being the north boundary line of said
Remnant Portion of called 1200.19 acre tract and the northerly boundary line of said Missouri -
Kansas Railroad Company tract, the following- thirteen (13) courses and distances:
1. N 71°14'10" E for a distance of 811.35 feet to a 1/2" iron rod with a plastic cap stamped
::Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
2. N 71°54'04" E for a distance of 1170.00 feet to an iron rod with an aluminum cap
stamped Texas Department of Transportation found on a point in the northerly boundary
Avery Ranch Co.. I.,td.
514.099 Acres Tract
Pae 2 of 9
line of said Missouri -Kansas Railroad Company tract for an angle point in the northerly
boundary line hereof
3. With the northerly boundary line of said .Missouri -Kansas Railroad Company tract. N
05°53'55" E for a distance of 688.95 feet to a 1/2" iron rod \vith a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
4. N 64°53'24" E for a distance of 463.84 feet to a wood fence post found for an angle
point in the northerly boundary line hereof;
5. N 72°11'45" E for a distance of 721.67 feet to a wood fence post found for an angle
point in the northerly boundary line hereof,
6. N 02°04'0.1" E for a distance of 488.30 feet to a 112" iron rod with a plastic cap stamped
:`Baker-Aicklen" set for an angle point in the northerly boundary line hereof,
7. S 67°35'59" E for a distance of 116.10 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the northerly boundary line hereof.
8. N 70°4.1'01" E for a distance of 828.30 feet to an angle point in the northerly boundary
line hereof,
9. N 10°20'59" W for a distance of 611.10 feet to an angle point in the northerly boundary
line hereof
10. N 70°34'Ol" E for a distance of 125.00 feet to an angle point in the northerly boundary
line hereof,
11. S 47°24'59" E for a distance of 847.20 feet to an angle point in the northerly boundary
line hereof.
12. S 77°34'59" E for a distance of 430.60 feet to an angle point in the northerly boundary
line hereof.
13. S 50°31'39" E for a distance of 305.60 feet to an angle point in the northerly boundary
line of a called 868.54 acre tract of land described in deed to Nelson Homestead Family
Partnership, Ltd. of record in Document No. 9824076 of the Official Records of
Williamson County, Texas for the easternmost northeast corner hereof.
THENCE with the northerly and westerly boundary line of said 868.54 acre tract, same being
the easterly boundary line of said Remnant Portion of called 1200.19 acre tract the following
seven (7) courses and distances:
Avery Ranch Co.. Ltd.
14.099 Acres Tract
Page 3 of 9
1. S 78°31'05" W for a distance of 154.20 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the easterly boundary line hereof,
2. S 88°4.1'01" \V for a distance of 186.40 feet to an angle point in the easterly boundary
line hereof.
3. N 64°22'59" W for a distance of 267.20 feet to an angle point in the easterly boundary
line hereon.
4. S 68°31'14" W for a distance of 1352.80 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
5. S 21°33'28" E for a distance of 1403.90 feet to a wood fence post for an angle point in
the easterly boundary line hereof,
6. S 69°08'32" W for a distance of 527.14 feet to a wood fence post for an angle point in
the easterly boundary line hereof.
7. S 08°04'56" E. at 282.74 feet, pass a wood fence post in the north margin of County
Road 1 12. a roadway that is maintained by Williamson County and used by the public,
continuing for a total distance of 308.60 feet to a cotton gin spindle with a washer
stamped "Baker-Aicklen" set on a point in the centerline of said County Road 112, for an
angle point in the east boundary line hereof_.
THENCE with the centerline of said County Road 112, same being the southerly boundary line
of said 868.54 acre tract, N 70°06'20" E for a distance of .141.9.94 feet to a cotton gin spindle
with a washer stamped ".Baker-Aicklen" set for an angle point in the east boundary line hereof:
THENCE crossing said County Road 112, S 21°41'55" E for a distance of 42.51 feet to a 1/2"
iron rod with a plastic cap stamped "Baker-Aicklen" set on a point in the south margin of said
County Road 112, said point being the northwest corner of the aforementioned Tract IV, for an
angle point in the east boundary line hereof;
THENCE with the south -margin of said County Road 112, as fenced on the ground,
N 69°54'57" E for a distance of 789.16 feet to a wood fence post at the intersection of the south
margin of said County Road 112 with the west margin of County Road 117. a roadway that is
maintained by Williamson County and used by the public, for an angle point in the east boundary
line hereof;
TIIENCE with the west margin of said County Road 1 17, as fenced on the ground.
S 21°06'17" E for a distance of2389.52 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof;
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Pae 4 of 9
THENCE crossing said County Road 117, the following three (3) courses and distances:
1. N 68°09'05" E for a distance of 150.03 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the east boundary line hereof,
2. S 23°01'55" E for a distance of 56.67 feet to a cotton gin spindle with a washer stamped
"Baker-Aicklen" set for the southeast corner hereof.
3. S 69°1.9'05" W for a distance of 8.61 feet to a 1!2" iron rod found on a point in the west
margin of said County Read 117, said point being the northeast corner of a called 4.9958
acre tract of land described in deed to Kenneth J. Pine and \ isam B. Pine of record in
Document No. 2000058706 of the Official Public Records of Williamson County. Texas
for an angle point in the south boundary line hereof;
THENCE with the north boundary line of said 4.9958 acre tract S 68°15'1.7" W for a distance
of 737.14 feet to a 1/2" iron rod found on a point being the northwest corner of said 4.9958 acre
tract, same being the northeast corner of a called 2.49 acre tract of land described in deed to
Thomas J. Pruett and Peggy R: Pruett of record in Volume 864, Page 606 of the Deed Records of
said County for aft angle point in the south boundary line hereof:
THENCE with the north boundary line of said 2.49 acre Pruett tract, S 68°25'01" W for a
distance of 184.97 feet to a 1�2" iron rod found on a point being the northwest corner of said
2.49 acre Pruett tract; same being the northeast corner of a called 2.49 acre tract of land
described in deed to Donna J. Conley of record in Document No. 2006079806 of the Official
Public Records of Williamson County, Texas, for an angle point in the south boundary line
hereof;
TI-IENCE with the north boundary line of said 2.49 acre Conley tract. S 68°.12'15" W for a
distance of 209.84 feet to a 1/2" iron rod found on a. point being the northwest corner of said
2.49 acre Conley tract, same being the northeast corner of a called 5.00 acre tract of land
described in deed to William E Bills of record in Document No. 199946700 of the Official.
Public Records of Williamson County.. Texas, for an angle point in the south boundary line
hereof: `
THENCE with the north boundary line of said 5.00 acre tract, S 68°21'40" W for a distance of
531.50 feet to a 1/2" iron rod found on a point being the northwest corner of said 5.00 acre tract,
same being the northeast corner of a called 77.757 acre tract of land described in deed to
Continental.. Homes of Texas of record in Document No. 2002025858 of said. Official Public
Records, for an angle point in the south boundary line hereof;
TI-IENCE with the north boundary line of said 77.757 acre tract. S 68°55'37" W for a distance
01' 1260.2.1 feet to a 1/2" iron rod found on a point being the northwest corner of said 77.757 acre
Avery Ranch Cu.. Ltd.
514.099 Acres Tract
Page 5 of 9
tract. same being the northeast corner of "Saddlebrook Estates. Section 2". a subdivision
according to the plat of record in Cabinet F, Slides 42-43 of the Plat Records of Williamson
County, Texas, for an angle point in the south boundary line hereof:
THENCE with the north boundary line of said "Saddlebrook Estates; Section 2",
S 68°53'46"W for a distance of 1228.56 feet to a 1/2" iron rod with a plastic cap stamped
::Baker-Aicklen" set on a point being the northwest corner of said "Saddlebrook Estates. Section
2", same being the northeast corner of "Saddlebrook Estates, Section 1" a subdivision according
to the plat of record in Cabinet F. Slides 40-41 of said Plat Records, for an angle point in the
south boundary line hereof;
THENCE with the north boundary line of said "Saddlebrook Estates, Section 1",
S 68°50'49" W for a distance of 630.00 feet to a 1/2" iron rod found on a point being the
northwest corner of said "Saddlebrook Estates. Section 1", same being the northeast comer of
"Pecan Hills", a subdivision according to the plat of record in Cabinet E. Slide 349 of said Plat
Records, for an angle point in the south boundary Line .hereof:
THENCE with the north boundary line of said "Pecan Hills". S 68°51'53" W for a distance of
610.06 feet to a 1/2" iron rod found on a point in the east boundary line of a called 152.38 acre
tract of land described in deed to the Wallin Family Investments of record in Document No.
2003057844 of the Official Public Records of \Williamson. County. Texas, said point being the
northwest corner of said "Pecan Hills", for an angle point in the south boundary line hereof;
THENCE with the east boundary line of said 152.38 acre tract, N 21°41'12" W for a distance of
29.80 feet to a 5/8" iron rod found on a point being the northeast corner of said 152.38 acre tract,
for an angle point in the south boundary line hereof:
THENCE with the north boundary line of said 152.38 acre tract. S 68°51'29" W for a distance
of 46.34 feet to the northeast corner of a called 33.302 acre tract of land described in deed to the
State of Texas of record in Volume 1970, Page 515 of the Official Records of Williamson
County. Texas, for a point in the south boundary line hereof:
THENCE with the north boundary line of said 33.302 acre tract, S 68°51'29" W for a distance
of 112.27 feet to the northwest corner of said 3.3.302 acre, same being the northeast comer of
said 152.38 acre tract, for a point in the south boundary line hereof:
THENCE with the north boundary line of said 152..38 acre tract, same being the south boundary
line of said Remnant Portion of called 1200.19 acre tract; the following three (3) courses and
distances:
1. S 68°51'29" W for a distance of 76.85 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
Avery Ranch Co., Ltd.
514-.099 Acres Tract
Paye 6 of 9
2. N 21°44'50" W for a distance of 239.44 feet to a l/2" iron rod \with a plastic cap stamped
"Baker-Aicklen" set, for an angle point in the south boundary line hereof,
3. S 68°40'1.0" W for a distance of 1741.32 feet to a 1/2" iron rod with a plastic cap
stamped '`Baker _Aicklen" set on a point in the east right-of-way line of the
aforcm.entionecl Farm to Market 1460, said point being the northwest corner of said
152.38 feet, same being the southwest corner of said Remnant Portion of called 1200.19
acre tract, for the southwest corner hereof:
TIIENCE with the east right-of-way line of said Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, ,the following five (5)
courses and distances:
I. N 12°20'27" E, at 7.23 feet, pass a Texas Department of Transportation Type 1 concrete
monument found, continuing for a total distance of 2686.94 feet to a 1/2" iron rod with a
plastic cap stamped "Baker-Aicklen" set for an angle point .in the west boundary line
hereof,
2. N 57°20'27" E for a distance 01'56.58 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set for an angle point in the west boundary line hereof,
3. N 12°20'27" E for a distance of 80.01 feet to a 1/2" iron rod with a plastic cap stamped
:`Baker-Aicklen" set for an angle point in the west boundary line hereof.
4. N 31°54'33" W (:or a distance of 57.33 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" set at
5. With said curve to the left having a radius of 1185.92 feet- a delta angle 01'07°27'03", an
arc length of 154.22 feet and a chord which bears N 08°36'42" E for a distance of 154.11
feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set on a point at the
intersection of the east right-of-way line of said .Farm to Market 1460 with the south
right-of-way line of Count- Road 112, said County Road 112 right-of-way being a called
3.346 acre tract, described in deed to Williamson. County of record in Document No.
2005010992 of the Official Public Records of Williamson County. Texas, for an angle
point in the west boundary line hereof:
THENCE departing the east right-of-way line of said Fann to Market 1460, with the boundary
line of said 3.346 acre (County Road 112) tract, the following nine (9) courses and distances:
1. N 85°03'43" E :for a distance of 555.78 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof.
Avery Ranch Co.. Ltd.
514.099 Acres Tract
Page 7 of 9
2. N 80°29'16" E for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the left in the west boundary line
hereof.
3. With said curve to the left having a radius of 1540.00 feet, a delta angle of 15°59'02", an
arc length of 429.62 feet and a chord which bears N 77°04'11" E fora distance of 428.23
feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an angle
point in the west boundary line hereof.
4. N 69°04'40" E for a distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof;
5. N 20°55'20" W for a distance of 80.00 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found for an angle point in the west boundary line hereof.
6. S 69°04'40" W for a distance of 269.75 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found at the beginning of a curve to the right in the west boundary line
hereof.
7. With said curve to the right having a radius of 1460.00 feet, a delta angle of 15°59'02"
an arc length of 407.30 feet and a chord which bears S 77°04'1.1" W for a distance of
405.98 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" found for an
angle point in the west boundary line hereof.
8. S 89°38'09" W for a distance of 250.80 feet to a 1/2" iron rod with a plastic cap stamped
:Baker-:•Aicklen" found for an angle point in the west boundary line hereof
9. S 85°03'43" W for a distance of 541.25 feet to a 1/2" iron rod with a plastic cap stamped
"Baker-Aicklen" found on a point at the intersection of the east right-of-way line of said
Farm to Market 1460 with the north right-of-way line of said County Road 1 12. for a
point at the beginning of a curve to the left in the west boundary line hereof,
THENCE with the east right-of-way line of said .Farm to Market 1460, same being the west
boundary line of said Remnant Portion of called 1200.19 acre tract, the following two (2) courses
and distances:
1. With said curve to the left having a radius of 1185.92 feet, a delta angle of 20°11'33", an
arc length of 417.95 feet and a chord which bears N 11°03'09" W for a distance of
415.79 feet to a 1/2" iron rod with a plastic cap stamped "Baker-Aicklen" set for an angle
point in the west boundary line hereof:
Avery Ranch Co., Ltd.
514.099 Acres Tract
Page 8 of 9
2. N 21 °09'23" W for a distance of 496.07 feet to the POINT OF BEGINNING hereof
and containing 514.099 acres of land, more or less.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during June and July 2005.
Surveyed under the direct supervision of the undersigned during July. 2005:
Parker J. Graham
/2
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
V.. F.
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PARKER GRAHAM
V° 5556 Q e tr'
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Job No.: 0608-2-004-20
Filename: \V:\PROJECTS\AVERY 515 AC.` AETES&BOl.NDS` 14.099 ACRE TRACT.DOC
1
•
`M ,� /�-'/•• ~'fir =',,•
r
BOUNDARY SURVEY
CONAROE SUTRACT
SNR 00. W7L5
JOHN L JUSTICE SURVEY, /9y�,T'NO
6, THE 1NOWT 04ASSC005 SURVEY,
5111.621 NO. 155 IRO THE 1NONAS 10Rr
SURVEY. 4255RACT N0. 625. MRIJWSON
AVERY RANCH COMPANY
BOUNDARY SURVEY
RECORDERS MEMORANDUM
All or part of the text on this page was not—
clearly legible for satisfactory recordation. 7.1-•
aeAKER-AICKLLIN
E....m,m
uo,uEEgs/sOgvsrpg5
Seton Round Rock
10.525 Acre Tract
Page 1 of 4
DESCRIPTION
FOR A 10.525 ACRE TRACT OF LAND SITUATED IN THE ABEL EAVES
SURVEY, ABSTRACT 215 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A CALLED 1200.19 ACRE TRACT IN DEED TO AVERY
RANCH COMPANY, LTD, OF RECORD IN DOCUMENT NUMBER
2002071336, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,
TEXAS, SAID 10.525 ACRE TRACT; AS SHOWN ON THE
ACCOMPANYING SKETCH; IS MORE PARTICULARLY DESCRIBED BY
METES AND BOLTNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a %" iron rod with plastic cap stamped "Baker-Aicklen':
found on a point being the southeast corner of a called 101.376 acre tract of land in deed to
Texas State University Systems of record in Document No. 2004014440 of the Official Public
Records of Williamson County=. Texas, same being the southwest corner of Lot 1, Block A, of
the Seton Network Subdivision, a subdivision recorded in Cabinet BB, Slides 54-57 of the Plat
Records of Williamson County, Texas, also being an angle point on the north boundary line of a
Remnant Portion., of said 1200.19 acres;
THENCE through the interior of said Remnant Portion, with the east right-of-way line of
proposed Arterial T, the following two (2) courses and distances:
1) S 50° 40' 33" E for a distance of 14.47 feet to a calculated point of curvature of said
Arterial T,
2) with the arc of curve to the right. having a radius of 600.64 feet, an arc length of
239.18 feet, a delta angle of 22° 48' 56"_ and a chord which bears S 39° 16' 05" E for a
distance of 237.60 feet to a calculated point on the east right-of-way line of said
Arterial T. and POINT OF BEGINNING hereof;
THENCE departing the proposed east right-of-way line of said Arterial T, through the interior
of said Remnant Portion; the following eight (8) courses and distances:
Seton Round Rock
10.525 Acre Tract
Page 2 of 4
1) N 68° 51' 04" E for a distance of 673.22 feet, to a calculated point on the proposed
west right-of-way line of Farm to Market 1460, for the northeast corner hereof, from
which a ''A" iron rod with plastic cap stamped "Baker-Aicklen" found on the existing
west right-of-way line. of Farm to Market 1460, said point being the southeast corner
of said Lot 1 bears, N 5° 41'52" E for a distance of 267.21 feet,
2) S 21° 09' 07" E for a distance of 549.11 feet to a calculated point on the proposed
west right-of-way line of said -Farm to Market 1460, for the southeast corner hereof,
from which a ;f2" iron rod with plastic cap stamped VARA found on the existing west
right-of-way line of said Farm to Market 1460 bears, N 12° 06'17" E for a distance of
220.01 feet.
3) S 68° 50' 53" W for a distance of 125.04 feet to a calculated point of curvature
hereof.
4) with the arc of curve to the lent, having a radius of 545.00 feet, an arc length of
272.74 feet, a delta angle of 28° 40' 24", and a chord which bears. S 54° 30' 41" W
for a distance of 269.91 feet to a calculated point of tangency hereof.
5) S 40° 10' 29" W for a distance of 130.92 feet to a calculated point of curvature
hereof,
6) with the arc of curve to the right, having a radius of 415.00 feet, an arc length of
285.59 feet; a delta angle of 39° 25' 47", and a chord which bears; S 59° 53' 22" W
for a distance of 279.99 feet to a calculated compound point of curvature hereof,
7) with the arc of curve to the right, having a radius of 50.00 feet, an arc length of
83.42 feet, a delta angle of 95° 35' 50", and a chord which bears. N 52° 35' 49" W
for a distance of 74.08 feet to a calculated point of tangency hereof on the proposed
east right-of-way line of said Arterial T,
8) continuing on the proposed east right-of-way line of said Arterial T,
N 04° 47' 55" W for a distance of 437.63 feet to a calculated point of curvature
hereof.
Seton Round Rock
10.525 Acre Tract
Page 3 of 4
9) continuing on the proposed east right-of-way line of said Arterial T, with the arc of
curve to the left, having a radius of 600.64 feet; an arc length of 241.76 feet, a delta
angle of 23° 03' 42", and a chord which bears; N 16° 19' 46" W for a distance of
240.13 feet to the POINT OF BEGINNING.and containing 10.525 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System; Central Zone NAD 83 per GPS survey performed during November, 2007.
Surveyed under the direct supervision of the undersigned during November. 2007:
Parker J. Graham
Registered Professi:nal Land Surveyor
BAILER-AICKLL-N & ASSOCIATES.
405 Brushy Creek Road
Cedar Park, Texas 78613
(5 12) 260-3700
2c,z2ei
No. 5556
INC.
Job No.: 0608-2-002-24
Filename: W:\PROJECTS SETON ROUND ROCK\DWG-10.525ac\,MITES
TRA CT. DOC
& BOUNDS \30.525 ACRE
SKETCH TO ACCOMPANY DESCRIPTION
F L _EA_ V- _R VETY _A BSTRACT IV . 2
\ \ LEGENDI
(5.418 ACRES) I
\ B/A ® IRON ROD FOUND WITH WATER EASEMENT
BAKER AICKLEN" CAP DOC. #2004007652 1
\ \VARA ® IRON AROD PFOUND WITH 0.P.R.W.C., TX I I I
\
\ CALCULATED POINT LOT 1 I
\ BLOCK A PROPOSED . .
\ F.M. 1460 —
BEGINNING FOR SETON NETWORK\
RIGHT-OF-WAY I I \ REFERENCE SUBDIVISION
\ \ CABINET BB, SLIDES 54-57 I I I
PLAT RECORDS
\ \ WILLIAMSON COUNTY, I I
B/A ! TEXAS
R=600.64'
DELTA = 22°48'56"
ARC = 239.18'
1 BRG. = S 39°16'05" E
CH. = 237,60'
100 200
POINT OF
BEGINNING
N 68°51'04" E 673.22'
R = 600.64'
DELTA = 23°03' 42"
ARC = 241.76'
BRG. = N 16°19'46" W
CH. = 240.13'
10.525 ACRE TRACT
AVERY RANCH CO.. LTD
DOC. NO. 2002071336
O.P.R.W.C., TX O
to
(CALLED 1200.19 ACRES)
AVERY RANCH COMPANY. LTD
DOC. NO. 200207/336 I
\ \ OFFICIAL PUBLIC RECORDS I
\ WILLIAMSON COUNTY, TEXAS I
DE 2Z27Q
'141"W
R = 52B°4o'2.4"
„� -
RRC=5q°
30
415.00'
BRC, = . - 268 9'
DELTA = 39°25'47' \\ •
285.59'
BRG W
R CH.S 2793 92
9 5 DP 0
\
PROPOSED P°'4\\'''P°'4\\'''
14S 68°50'53" jW i
•F ,� i 125.04 I
\$ Ill
III
/
(5.343 ACRES)
30' WIDE
WASTEWATER
EASEMENT
1 DOC. #2004035520 I I
AVERY RANCH CO., I
LTDI i 0.P.R.W.C., TX II
R = 50.00' DOC. NO. 2002071336 I I ' I !I
DELTA = 95°35'50" 0.P.R.W.C., TX
ARC = 83.42'
BRG. = N 52°35'49" W I /
CH. = 7.4.08'
DATE: NOVEMBER 5. 20071
BY: R. BROOKS
JOB NO. : 0608-2-002-24
PAGE 4 OF 4 / /
/1
BAKER-AICKLEN
g. ASSOCIATES, INC.
Engineer's • Sur-,eycrs 6 C3LS • R;=nni,o
'r. PRCJE ETON MOUND ROCKlCWC -
J.$CCg C45 -°.': `iJ.$2?hC dwr ISETON i.. 't$ 4^ nan
,a.
4.75 5RL151—.'y GEEK �3
CED.k P.'..RK. TX 7E3 E. 13
(5121261_?2.7"
Avery Centre PUD
Save and Except
Legal Descriptions
Texas A&M Health Science Center
TRACT ONE
15.000 Acre Tract
Page 1 of 2
TRACT ONE
DONATION TRACT
DESCRIPTION
FOR A 15.000 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY. ABSTRACT 625 IN WILLIAMSON COUNTY; TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY, LTD, OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 15.000 ACRE TRACT, AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT. IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod. with TxDOT aluminum cap, found on a point in the south right-of-
way line of County Road 112 (120' right-of-way width), also being the north boundary line of
the said Remnant Portion, for the most northerly northeast comer and POINT OF BEGINNING
hereof from which a '/A" iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way of said County Road 112, for the most northerly northeast corner of said Remnant
Portion, at the north transition point to the west right-of-way line of Farm -to -Market Road 1460
(80' right-of-way width) bears, N 85° 03' 43" E a distance of 228.96 feet;
THENCE departing the south richt-of way line of said County Road 112, crossing through the
interior of said Remnant Portion; the following six (6) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a 1/2" iron rod with plastic cap stamped
"Baker-Aickleii" set for an angle point hereof
2. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
10°10'56', an arc length of 879.68 feet, and a chord that bears S 01° 29' 42" W a
distance of 878.53 feet to a 'W iron rod with plastic cap stamped "Baker-Aicklen" set for
the southeast corner hereof.
3. S 86° 49' 33" W for a distance of 752.12 feet to a 'A" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County, Texas,
for the southwest corner hereof.
TRACT ONE
15.000 Acre Tract
Pace 2 of 2
4. N 02° 59' 58" E for a
wastewater easement, to
an angle point hereof.
5. N 09° 02' 54" E for a
wastewater easement, to
an angle point hereof,
distance of 292.33 feet, along the west line of said 30' wide
a %a" iron rod with plastic cap stamped "Baker-Aicklen" set for
distance of 245.32 feet, along the west line of said 30' wide
a %" iron rod with plastic cap stamped "Baker-Aicklen" set for
6. N 20° 36' 21" E for a distance of 418.68 feet, along the west line of said 30' wide
wastewater easement; to a %" iron rod with plastic cap stamped "Baker-Aicklen" set in
said south right-of-way line of County Road 112,
being also the north boundary line of
said Remnant Portion, for the northwest corner hereof. from which '/?" iron rod with
plastic cap stamped "Baker-Aicklen" found in the right-of-way line of County Road 1 12.
also being the north boundary of the said Remnant Portion, at a point of curvature bears.
S 85° 03' 43" W a distance of 767.18 feet.
THENCE with the south right-of-way line of said County Road 112, being also the north
boundary line of said Remnant Portion, N 85° 03' 43" E for a distance of 515.53 feet to the
POINT OF BEGINNING hereof and containing 15.000 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System; Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April. 2008:
Parker J. Grahat
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
{� v✓'O- Zo
2 B
Job No.: 1774-2-001-10
Filename: W:\PROJECTS'\AVERY A&M \METES-BOUNDS\TRACTI .DOC
TRACT TWO
11.314 Acre Tract
Pale 1 of 2
TRACT TWO
DESCRIPTION
FOR A 11.314 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY, ABSTRACT 625 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE TRACT
1N DEED TO AVERY RANCH COMPANY. LTD. OF RECORD AS DOCUMENT
No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF WiLLIAMSON
COUNTY, TEXAS, SAID 11.314 ACRE TRACT, AS SHOWN ON THE
ACCOMPANYING SURVEY PLAT, IS MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGIN FOR REFERENCE at a %" iron rod with plastic cap stamped "Baker .Aicklen", found on a
point in the south right-of-way line of County Road 112 (120'right-of-way width), for the most
northerly northeast corner of said Remnant Portion, at the north transition point to the west right-of-
way line of Farm -to -Market Road 1460 (80' right-of-way width);
THENCE with the south right-of-way line of said County Road 112, S 85° 03' 43" W for a distance
of 228.96 feet to a 1/4" iron rod with plastic cap stamped "Baker-Aicklen" set;
THENCE departing the south right-of-way line of said County Road 112 crossing through the
interior of said Remnant Portion, the following two (2) courses and distances:
1. S 49° 24' 12" E for a distance of 77.75 feet to a %" iron rod with plastic cap stamped "Baker-
Aicklen" set for an angle point hereof.
2. Along the arc of a curve to the right. with
10°10'56", an arc length of 879.68 feet, and a
878.53 feet to a %" iron rod with plastic cap
corner and POINT OF BEGINNING hereof:
a radius of 4950.00 feet, a central angle of
chord that bears S 01° 29' 42" W a distance of
stamped "Baker-Aicklen' set for the northeast
THENCE continuing through said Remnant Portion, the following nine (9) courses and distances:
1. Along the arc of a curve to the right, with a radius of 4950.00 feet, a central angle of
07° 05' 29", an arc length of 612.66 feet, and a chord that bears S 10°07'55" W a distance of
612.27 feet to an iron rod. with TxDOT aluminum cap, found for the point of tangency,
2. S 13° 40' 43" W for a distance of 79.01 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set at the point of curvature, for the most easterly southeast corner hereof.
3. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
89° 59' 36", an arc length of 47.12 feet; and a chord that bears S 58° 40' 31" W a distance of
42.42 feet to a %" iron rod with plastic cap stamped "Baker-Aicklen" set at the point of
tangency. for the most southerly southeast corner hereof.
TRACT TWO
11.314 Acre Tract
Page 2 of 2
4. N 76° 19' 41" W for a distance of 415.29 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
5. Along the arc of a curve to the left, with a radius of 895.00 feet, a central angle of
23° 56' 11", an arc length of 373.90 feet, and a chord that bears N 88° 17' 46" W a distance
of 371.19 feet to a i2" iron rod with plastic cap stamped 'Baker-Aicklen" set at the point of
tangency.
6. S 79° 44' 09" W for a distance of 104.44 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas, for
the southwest corner hereof,
7. N 31° 09' 11" E for a distance
wastewater easement, to a %" iron
angle point hereof.
8. N 02° 59' 58" E for a distance
wastewater easement, to a 1/2" iron
northwest corner hereof. and
of 548.49 feet, along the west line of said 30' wide
rod with plastic cap stamped "Baker-Aicklen" set for an
of 100.06 feet, along the west line of said 30' wide
rod with plastic cap stamped `Baker .Aicklen" set for the
9. N 86° 49' 33" E for a distance of 752.12 feet to the POINT OF BEGINNING hereof and
containing 1 1.314 acres of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83. per City of Round Rock Monuments 01-01 1 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
Parker J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
.4_. CJS -02-Z 8
Job No.: 1774-2-001-10
Filename: W:PROJECTS'AVERY A&Ivi\METES-BOUNDS\TRACT2.DOC
,PARKERoGRAH
r : 5556 r
"*°?fess ► o,
TRACT THREE
23.771 Acre Tract
Paee 1 of 3
TRACT THREE
DESCRIPTION
FOR A 23.771 ACRE TRACT OF LAND SITUATED IN THE THOMAS TOBY
SURVEY. ABSTRACT 625 IN VJILLIAMSON COUNTY. TEXAS. BEING A
PORTION OF A REMNANT PORTION OF A CALLED 1200.19 ACRE
TRACT IN DEED TO AVERY RANCH COMPANY. LTD. OF RECORD AS
DOCUMENT No. 2002071336 IN THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY. TEXAS, SAID 23.771 ACRE TRACT. AS SHOWN
ON THE ACCOMPANYING SURVEY PLAT. IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a % iron rod, with plastic cap stamped `Baker-Aicklen`', set on a point in the
south right-of-way line of County Road 112 (120'right-of-way width), also being the north
boundary line of said Remnant Portion, for the most northerly northeast corner and POINT OF
BEGINNING hereof, from which a %" iron rod with plastic cap stamped "Baker-Aicklen"
found in the south right-of-way of said County Road 112, for the most northerly northeast corner
of said Remnant Portion, at the north transition point to the west right-of-way line of Farm -to -
Market Road 1460 (80' right-of-way width) bears. N 85° 03' 43" E�a distance of 1457.78 feet,
also from which a 'i," iron rod with plastic cap stamped "Baker-Aicklen" found in the south
right-of-way line of County Road 1 12, also being the north boundary of the said Remnant
Portion, at a point of curvature bears. S 85° 03' 43" W a distance of 53.90 feet,;
THENCE departing the south right-of-way line of said County Road 112, crossing through the
interior of said Remnant Portion, the following nineteen (19) courses and distances:
1. S 05° 13' 48" E for a distance of 229.01 feet to a f" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof,
2. S 17° 11' 39" E for a distance of 284.70 feet to a %a" iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof.
3. N 88° 21' 14" E for a distance of 433.42 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set in the west line of a 30' wide wastewater easement of record as
Document No. 2004035520 in the Official Public Records of Williamson County. Texas,
for the most easterly northeast corner hereof.
TRACT THREE
23.771 Acre Tract
Page 2 of 3
4. S 09° 02' 54" W for a distance of 86.26 feet, along the west line of said 30' wide
wastewater easement, to a 1/4" iron rod with plastic cap stamped `Baker-Aicklen" set at an
angle point hereof.
5. S 02° 59' 58" W for a distance of 316.28 feet, along the west line of said 30' wide
wastewater easement, to a 'A" iron rod with plastic cap stamped "Baker-Aicklen" set for
the most easterly southeast corner hereof.
6. S 88° 21' 14" W for a distance of 417.76 feet to a 1/4-' iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof.
7. S 13° 22' 43" W for a distance of 317.68 feet to a " iron rod with plastic cap stamped
"Baker-Aicklen" set at an angle point hereof.
8. S 10° 15' 51" E for a distance of 256.98 feet to a ;_" iron rod with plastic cap stamped
"Baker-Aicklen" set for the most southerly southeast corner hereof.
9. S 79° 44' 09" \%' for a distance of 353.00 feet to a '/" iron rod with plastic cap stamped
"Baker-Aicklen" set for a point of curvature.
10. Along the arc of a curve to the right, with a radius of 955.00 feet, a central angle of
04° 22' 34", an arc length of 72.94 feet, and a chord that bears S 81° 55' 26" W a
distance of 72.93 feet to a '/" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency.
11. S 84° 06' 43" W for a distance of 167.29 feet to a '/a" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature, for the most southerly southwest corner
hereof.
12. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
90° 00' 00"; an arc length of 47.12 feet, and a chord that bears N 50° 53' 17" W a
distance of 42.43 feet to a '/" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency,
13. N 05° 53' 17" W for a distance of 181.08 feet to a %" iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
14. Along the arc of a curve to the right, with a radius of 1000.00 feet, a central angle of
21° 03' 08", an arc length of 367.43 feet, and a chord that bears N 04° 38' 17" E a
TRACT THREE
23.771 Acre Tract
Page 3 of 3
distance of 365.37 feet to a '/2" iron rod with plastic cap stamped "Baker-Aicklen" set for
the point of tangency.
15. N 15° 09' 51" E for a distance of 115.10 feet to a W' iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature,
16. Along the arc of a curve to the left; with a radius of 1000.00 feet, a central angle of
40° 08' 10", an arc Length of 700.51 feet, and a chord that bears N 04° 54' 14" W a
distance of 686.27 feet to a'A" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of reverse curvature, for the most westerly northwest corner hereof.
17. Along the arc of a curve to the right, with a radius of 30.00 feet, a central angle of
95° 57' 56", an arc length of 50.25 feet, and a chord that bears N 23° 00' 38" E a
distance of 44.58 feet to a'/2" iron rod with plastic cap stamped "Baker-Aicklen" set at a
point of tangency, for the most northerly northwest corner hereof,
18. N 70° 59' 36" E for a distance of 223.35 feet to a " iron rod with plastic cap stamped
"Baker-Aicklen" set at a point of curvature. and
19. Along the arc of a curve to the right, with a radius of 1440.00 feet, a central angle of
14° 04' 07", an arc length of 353.58 feet, and a chord that bears N 78° 01' 39" E a
distance of 352.69 feet to the POINT OF BEGINNING hereof and containing 23.771
acres of land..
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83, per City of Round Rock Monuments 01-011 and 01-040.
Surveyed under the direct supervision of the undersigned during April, 2008:
Parker .J. Graham
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
O -c7Z -2c7g
Job No.: 1774-2-001-10
Filename: W:\PROJECTS\AVERY A&M`•.METES-BOUNDS\TRACT4.DOC
no
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RECORDERS MEMORANDUM
All or part of the text on this page was not
clearly legible for satisfactory recordation.
PUD LEGEND
LAND USE
I I
Residential
Mixed Use
Floodplain'!Open Space Reserve/R.O,W.
AREA
309.6 AC.
541.2 AC.
57.9 AC,
TOTAL
s:' Potential Location of Proposed
Research and Development
Roadway per City Transportation Plan
gm Kam MOKAN Railroad Corridor
lockees area of exisimg abs
907.7 AC
TO HIGHWAY
7Y
RECORDERS M -L r
All or parts of the text c
clearly legible for satisfactory
EXHIBIT "C"
EXHIBIT "D"
—WW
16.5'1
S5
5
W DU
BUILD TO/
LINE
VARIES
18.5'
LANDSCAPE
25'
F.O.C. TO F.O.C.
01' TRAVEL LANES)
--FUTURE LANE] FFUTURE LANE -/
37 MEDIAN
FOC TOFOC W/ 25
TURN POCKETS F.O.C. F.O.C.
(11' TRAVEL LANES)
124'
R.O.W.
18.5'
LANDSCAPE
15.1
BIKE
LANE
CR 112 OPTION B: PROPOSED 4 LANE DIVIDED W/ LANDSCAPE SEPARATED 5' BIKE LANE:
EXHIBIT -ROADWAY TYPE A. REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(NORTH/SOUTH PORTION OF CR 119. KNOWN AS COI I FaF PARK DRIVF)
`BUILD TO
LINE
VARIES
EXHIBIT "E"
1
5' •
D
ILD TO LINE/ y
VARIES
18.5'
SIDEWALK.
LANDSCAPE
LOCATION OF EXISTING
WASTE WATER LINE)
PER DON RUNDELL. CRY
OF ROUND ROCK
R
6' it
i 25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
-FUTURE LANE
37' MEDIAN
.0.C. TO F.O.C. W/
TURN POCKETS
124'
{FUTURE LANE
25'
F.O.C. TO F.O.C.
(t 1' TRAVEL LANES)
W
18.5'
SIDEWALK/
LANDSCAPE
R.O.W.
CR 112: PROPOSED 4 LANE DIVIDED W/O BIKE LANE: ROADWAY TYPE Al,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
(EAST/WEST PORTION OF CR 112, KNOWN AS NELSON PARKWAY)
`BUILD TO LI
VARIES
EDGE OF
124' R.O.W.
TOWN
CENTER
STACKING REQUIRED AT THE
FUTURE INTERSECTION OF FM
1460 AND NELSON PARKWAY
TRANSITION TO
TURN LANE
-r1
3
-j- 8' PARKWAY FGR
STREET TREES,
-- MEDIAN
-a
----------------------------------
TEXAS A&M HEALTH
SCIENCE CENTER
INTERSECTION ILLUSTRATION IS SCHEMATIC AND DOES NOT REPRESENT THE APPROVED CONSTRUCTION. DESIGN.
o-
o -
6
EXHIBIT "E"
2
6.
BUILD TO LINE
VARIES
14'
LANDSCAPE/-+
SIDEWALK PARKING
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18' GUTTER)
15' MEDIAN
F.O.C. TO F.O.C.
106'
R.O.W.
23.5'
TRAVEL LANES
(2-11' LANES PLUS
18' GUTTER)
8'
PARKING
4 LANE DIVIDED, PARALLEL PARKING: ROADWAY TYPE B,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
14'
ANDSCAPE/
SIDEWALK
BUILD TO LINE
VARIES
UW
6.
6.5'
17.5'
LANDSCAPE
BUILD TO LINE
VARIES
I 5'
J
BIKE
LANE
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
15' MEDIAN
F.O.C. TO F.O.C.
100'
R.O.W.
25'
F.O.C. TO F.O.C.
(11' TRAVEL LANES)
151
BIKE
LANE
4 LANE DIVIDED W/ BIKE LANE: ROADWAY TYPE Bl.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO LINE
VARIES
EXHIBIT "E"
3
tAlEtTii
LANDSCAPE
2T
14.5'
17 MEDIAN
F.O.C. TO F.O.C.
BUILD TO LINE/ 6 j
VARIES SIDE
WALK
(l1' TRAVEL LANES)
100'
R.O.W.
27 14.5'
LANDSCAPE
L6.
SIDE
WALK
( TRAVEL LANES)
ARTERIAL A: ROADWAY TYPE C
BUILD TO LINE
VARIES
II
BUILD TO LINE/
VARIES
13.5'
'--LANDSCAPE/
SIDEWALK
8' j 22'
PARKING TRAVEL LANES
65'
R.O.W.
FUTURE
PARKING
13.5'
LANDSCAPE/ -
SIDEWALK
\
\ BUILD TO LINE
VARIES
2 LANE UNDIVIDED, PARALLEL PARKING: ROADWAY TYPE D,
REFERENCE SECTION 10 OF THE PLID FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
4
BUILD TO UNE
VARIES
14'
12.5' 12.5'
- 15' MEDIAN 8•
LANDSCAPE PARKING -.411' TRAVEL LANE.F.O.C. TO F.O.C. "111 TRLANE
w. 18' GUTTER) w/ 18'AVEL GUTTER) PARKING
84'
14
LANDSCAPE--
2
ANDSCAPE^
'BUILD TO LINE
VARIES
2 LANE DIVIDED. PARALLEL PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE E,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
BUILD TO LINE/
VARIES
12
NDSCAPE/ 1
SIDE WALK
19'
ANGLED PARKING
24'
19'
TRAVEL LANES ANGLED PARKING
86'
R.O.W.
12'
LANDSCAPE/..
SIDEWALK
\BU ILD TO LINE
VARIES
2 LANE UNDIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET AND CAMPUS STREET): ROADWAY TYPE F,
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
EXHIBIT "E"
5
I I
BUILD TO LINE/
VARIES
ANDSCAPE 18' 12.5' 14
TRAVEL LANE.- 15' MEDIAN
TRAVEL LANE.- 15*
14'
12.5'
SIDEWALK w/ 18- GUTTER) F.O.C. TO F.O.C. ANGLED PARKING
ANGLED PARKING ' LANDSCAPE
w/ 18' GUTTER) SIDEWALK
104'
R.O.W.
2 LANE DIVIDED, ANGLED PARKING (INTERNAL MIXED USE STREET): ROADWAY TYPE G.
REFERENCE SECTION 10 OF THE PUD FOR ADDITIONAL SIDEWALK CRITERIA.
SIDEWALK
OVERLAP
ALLOWED
P.U.E.
LOCATE WATER LINE
1' INSIDE R.O.W.
5
• 1i!
SS WW
8 5'
LANDSCAPE
„__BUILVDARTIOESLINE 50
8' 1 12' 8
PARKING TRAVEL LANES PARKING
4,
SIDEWALK
8.5'
LANDSCAPE
I
10' P.U.E
BUILD TO LINE_,
R.O.W.
VARIES
2 LANE UNDIV DED, PARALLEL PARKING (LOCAL & PRIVATE STREET, RESIDENTIAL ONLY): ROADWAY TYPE H
BUILD TO LINE
VARIES
STREET SECTION: ALLEY, TYPE I
•••
EXHIBIT "E"
6
STREET TYPE LEGEND
LAND USE
111111111 Street Type A
2 s Street Type Al
11111111 Street Type 8
* cic Street Type 81
Street Type C
-Street Type D
Roadways Within Mixed Use Areas. Refer to Street Types- E,F.G
Roadways Within Residential Areas, Refer to Street Type - H.I
Note: A's on Roadway Plan for Contextual Reference
"VE41iVISTII
sco
(
\."
EXPIIHO 1,2!
PA 1.1.000PiTil\
\ ,
cz:
9.1:11'!1° c-35
\•
,
LIECORDERCMEMORAJU '7'
All or parts of the text on this page was not
NOR111
EXHIBIT "F"
Roadwa Desi n Standards
Horizontal
Curve
(minimum
feet.)
Intersection
Spacing
(minimum feet)
600
600
300
300
1000
300
300
50
50
50
300
Design Speed
35
300
300
300
300
150
150
150
150
150
mph
35
mph
30
mph
30
niph
45
mph
30
mph
25
mph
25
mph
25
mph
25
mph
EXHIBIT "G"
Parking Requirements
The following table lists minimum parking requirements by land use category.
SPECIFIC USE GENERAL REQUIREMENT
Eating
Establishments
Office
I per 125 ft2 GFA (includes any outdoor seating and waiting areas)
1 per 300 ft2 GFA
Medica] Office
1 per 300 ft2 GFA
Shopping Centers
larger than 100,000 ft
All other Retail Sales
and Service
Single Family
Detached
Multi Family
Townhome
Residential
(Once the total square footage for a specific project reaches
1 per 250 ft2 GFA 100,000 s.f, the parking ratio for all uses beyond the initial
100,000 s.f shall be I per250 ft2 GFA, including restaurants)
1 per 300 ft2GFA
2 Garage enclosed spaces per dwelling unit
1.5 per one bedroom unit
2 per two bedroom unit
2.5 per 3+ bedroom unit
2 Garage enclosed spaces per dwelling unit
EXHIBIT "H"
Additional Provisions for Reduced Parking Ratios
The Urban Land Institute (ULI) has devised a parking analysis formula for Mixed Use projects based
upon the land use and peak demand time frame for each use.
USE
Residential
Office
Commercial
and Retail
Hotel
Restaurant
Entertainment
Others
Weekday:
Midnight to
6:00 am
100%
5%
5%
80%
20%
10%
100%
Weekday:
9:00 am to
4:00 pm
100%
100%
100%
80%
70%
40%
100%
Weekday:
6:00 pm to
Midnight
100%
10%
90%
100%
100%
100%
100%
Weekend:
9:00 am to
4:00 pm
100%
10%
100%
80%
75%
80%
100%
Weekend:
6:00 pm to
Midnight
100%
5%
70%
100%
100%
100%
100%
Avery Centre shall be allowed to employ these national standards once the project land uses are defined for specific projects
within the community, if calculations result in a reduced parking requirement from the provisions outlined in Table H.I.
EXHIBIT "I"
OPEN SPACE AND TRAILS LEGEND
LAND USE
1.11. Flbodplain.
Sirdia
Greenbelt"
Parke"
ACRES
337
97A
20.0
Total: 151.1
o t Roadway per City Transporation Flan
mwm:- MOKAN Railroad Corridor
Potential Bike Lane
00Potential Tra3 Corridor (33,000 Linear FT. 6.3 Miles)
'Orbdes area of exiVanp lakes
"Inchdes proposed dela:lion pathics
•.*Aneage of parks series
TERAVINTA
01P10:
U$E
Use
RoutoARRoCTERKIATRL AANNsPERApsonTTERcrrAPYTLionAo:,
ENNTIND LANE°
POTENTIAL PEDESTRIAN/
SIKE OVERPASS
100 YR. FEMA
FLOODPLAIN, TYP.
.Vaisayftteel\
\
RESIDENTIAL
RESIDENTIAL
RDERS MEY10:Z/
Ali or parts of the text on this pa g..; V;;IS
clearly legib!e for
NORTH
EXHIBIT "J"
Ordinance No. Z -08-11-13-11C13
Zone 907.691 acres of land known as Avery Centre to PUD No. 84.
AFTER RECORDING, PLEASE RETURN TO:
CITY OF ROUND ROCK
ATTN: CITY SECRETARY
221 E. MAIN STREET
ROUND ROCK, TEXAS 78664
FILED AND RECORDED
OFFICIAL PUBLIC RECORDS 2008090686
E.�11\.
12/15/2008 08:14 AM
CMCNEELY $568.00
NANCY E. RISTER, COUNTY CLERK
WILLIAMSON COUNTY, TEXAS