HomeMy WebLinkAboutORD 2019-87 - ANX Right-of-WayOrdinance No. Z0t - l V 1
An Ordinance of the City Council of the City of Georgetown, Texas,
providing for the extension of certain boundary limits of the City of
Georgetown, Texas, and the annexation of approximately 80.79 acres of City -
owned right-of-way situated in part in the Joseph Thompson Survey,
Abstract No. 608, in part in the John Powell Survey, Abstract No. 491, and in
part in the Lewis P. Dyches Survey, Abstract No. 180, generally located
between IH-35 and FM 2243, to be known as Southwest Bypass, as described
herein; providing for service plans; repealing conflicting ordinances and
resolutions; including a severability clause; and establishing an effective
date.
Whereas, the City of Georgetown ("City"), as the owner of the hereinafter described right-
of-way, desires for the City, pursuant to Section 43.1055 of the Local Government Code, to annex
said area of land into the City of Georgetown, to -wit:
80.79-acre tract of land situated in part in the Joseph Thompson Survey, Abstract No. 608,
in part in the John Powell Survey Abstract No. 491, and in part in the Lewis J Dyches
Survey Abstract No. 180, more particularly shown on the map in Exhibit A and described
by metes and bounds in Exhibit B which are attached hereto and incorporated herein by
reference as if set forth in full (the "Southwest Bypass Right -of -Way");
Whereas, the Georgetown City Council approved a resolution granting the petition on
September 24, 2019; and
Whereas, all of the herein -described property lies within the extraterritorial jurisdiction
of the City of Georgetown, Texas; and
Whereas, the herein -described property lies adjacent and contiguous to the City of
Georgetown, Texas; and
Whereas, the area to be annexed is not required to be 1,000 feet in width at its narrowest
point because the annexation was initiated upon the written petition of the owner(s) of the area
to be annexed; and
Whereas, all prerequisites of state law and the City Charter have been complied with;
Now, therefore, be it ordained by the City Council of the City of Georgetown, Texas
that:
Section 1. The facts and recitations contained in the preamble of this ordinance are hereby
found and declared to be true and correct, and are incorporated by reference herein and expressly
made a part hereof, as if copied verbatim. The City Council hereby finds that this ordinance
Ordinance No. 2 0L-L-V Page 1 of
Southwest Bypass (IH-35 to FM 2243) 2019-7-ANX
Date Approved: December 10, 2019 Exhibit A, B, and C attached
implements and is not inconsistent or in conflict with any 2030 Comprehensive Plan Vision
Statements, Goals and Policies.
Section 2. The City Council of the City of Georgetown hereby annexes into the city limits
an 80.79-acre tract in the Joseph Thompson, John Powell, and Lewis P. Dyches Surveys, as shown
in Exhibit A, and described in Exhibit B of this Ordinance. The City Council of the City of
Georgetown hereby approves the Service Plan for the area to be annexed, attached as Exhibit C
to this Ordinance.
Section 3. The 80.79 acres, as described in Exhibit B and depicted in Exhibit A of this
Ordinance is hereby included in City Council District 2, as it is adjacent to Council District 2.
Section 4. All ordinances and resolutions, or parts of ordinances and resolutions, in
conflict with this Ordinance are hereby repealed, and are no longer of any force and effect.
Section 5. The Mayor is hereby authorized to sign this ordinance and the City Secretary
to attest. This ordinance shall become effective and be in full force and effect in accordance with
the City Charter.
Passed and Approved on First Reading on the 26th day of November, 2019.
Passed and Approved on Second Reading on the 10th day of December, 2019.
The City of Georgetown: Attest:
Dale Ross Robyn Densmore, TRMC
Mayor City Secretary
Approved a form:
Charlie McNabb
City Attorney
Ordinance No. �DI k — 1
Southwest Bypass QH-35 to FM 2243)
Date Approved: December 10, 2019
Page 2 of 2
2019-7-ANX
Exhibit A, B, and C attached
J
d
0
IL
0
n
m
IL
z
0
a�
H
mW
Xz
W z
,V,^
VI
w
W
SOUTHWEST BYPASS
PARCEL 1, PART 2
WILLIAMSON COUNTY
Exhibit B
EXHIBIT
PROPERTY DESCRIPTION
Page 1 of 2
11 /27/18
DESCRIPTION OF A 0.058 ACRE (2,526 SQUARE FOOT), TRACT OF LAND SITUATED IN THE JOSEPH
THOMPSON SURVEY, ABSTRACT NO. 608 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE
REMAINDER OF THAT CALLED 895.98 ACRE TRACT OF LAND DESCRIBED IN SPECIAL WARRANY DEED TO
TEXAS CRUSHED STONE CO., RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC
RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.058 ACRE (2,526 SQUARE FOOT) TRACT OF LAND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 1/2" iron rod with plastic cap stamped "INLAND 4933" set, being in the common existing northerly
right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width), and the southerly boundary line of the northerly
remainder portion of said 895.98 acre remainder tract; the grid coordinates of said point for this description being
determined as Northing=10193526.20, Easting=3123028.50, Texas State Plane Coordinate System, Central Zone
No. 4203 (TXSPC Zone 4203), same being the southwesterly corner and POINT OF BEGINNING of the herein
described tract and from which a 1/2" iron rod with plastic cap stamped "INLAND 4933" set, for a point of compound
curvature in said common line, bears along a curve to the right, having a delta angle of 15°48'36", a radius of
3,205.00 feet, an arc length of 884.37 feet, and a chord which bears N 64°13'00" W for a distance of 881.57 feet;
1) THENCE, departing said existing R.O.W. line, through the interior of the northerly portion of said 895.98 acre
remainder tract, N 80°14'33" E for a distance of 111.10 feet to a 1/2" iron rod with plastic cap stamped
"INLAND 4933" set, in the westerly boundary line of that called 2.241 acre tract (Exhibit "A" and Exhibit "D"
Parcel 1-E) of land described in Special Warranty Deed to the City of Georgetown recorded in Document No.
2016109507 of the Official Public Records of Williamson County, Texas, for the northeasterly corner of the
herein described tract;
2) THENCE, with the westerly boundary line of said 2.241 acre tract, S 16005'27" W for a distance of 50.00 feet
to the calculated southwesterly corner of said 2.241 acre tract, same being the common line of said northerly
remainder portion of the 895.98 acre remainder tract, and said northerly R.O.W. line of Southwest Bypass, for
the southeasterly corner of the herein described tract;
3) THENCE, departing said 2.241 acre tract, with said common line, along a curve to the right, having a delta
angle of 01°47'16", a radius of 3,205.00 feet, an arc length of 100.00 feet, and a chord which bears
N 73°00'56" W for a distance of 100.00 feet to the POINT OF BEGINNING, containing 0.058 acres (2,526
square feet) of land, more or less.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83,
THE STATE OF TEXAS
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is
true and correct and that the property described herein was determined by a survey made on the ground under my direct
supervision.
WITNESS Y i-i ANQ SEAL a�un�, d Rock. Wil ian n County, Texas.
M. SfepHen Trdesaal'e r
Registered Professional Land Surveyor No. 4933
Date
, ...............
Licensed State Land Surveyor
Inland Geodetics, LLC
Firm Registration No: 100591-00
1504 Chisholm Trail Road, Suite 103nij-••••.•N
Round Rock, TX 78681
$TMIEN 7I111MALE
p sso? �[?
�.•ryStJA
S:1„HDR-PROJECTSISWBYPASSIPARCELSITEXAS CRUSHED STONE Parcel 1-21PARCEL 1 (WEIR) TXCSIPARCEL 1-PART 2.doc
❑ LL ^, i
O 011 V2 m
O O co IL Q �Onrv�
O
0J NZ
o � �N Q 0 o°`-�
Q J t;
00
(n w Z W LL
O �a^ Ea:
to Q
� O I
z l
0vte)m
U z Z Z
V W
00
<riAO N O�
000 Q� d N
�L(IrI 0 00 � W a p
Z �M�n Wes^ ii gj.mu U a/Dy�V�
Q z O o jj [J
co oz
=rrO`` I
oo Z❑�� r nu " NNw 00)
WV ON zstj--) I� w ` r M!"� �%�
N r•7 q //y'�• - if � k I [Fj Q
M• U L U w "pry Q f
e � rCO
��Lli
O MfON�0 ;
J O I� /
W X O
•Eli
J
w
N v (oo•ooz '�„Cz s�91S) 5n{n Go F-
ZU U• ~
ao
x
a �o z
0 0
Q
Y N a c�
ul F W o O ,
M-J
W>
N W C)Uz W U
a M
F-
LLI
N-kQ rOIQEll
Z01 C13 nQ g M~NQW)w QU
W Z]UJ oLu of
O¢ }
F- 3 o z m } IL i2 11 � N �
43 W
Ld
0Z Q <L Z Z Q O Njuy � r7 /
U 00 S
� J l,i O N
ozu�wm°�°� 3 e'a oQ '�Q Q zo ? U,
Q K F-O J O J VJ Cj ��• 1 dr� 7 Vi $ M Q , a. J '�-� ri
V1 d' Y F, ¢ C.Ci'� 1 W h- F .'L' U N ¢ O O
J N C- U W z��"raJZw Z QmmUUo�� i
Q\aw cr OwJ C]� m
U c) x m a o
W•�wwadU'FJ- JU�' oz
Jvorti3OoQO yd3 �N vz No
wprt1i mM o �
O w w dm¢Z �VbWw0n
O =a:w I-
N U)C) 0 O
i
Deed Report Tue Nov 27 15:17:58 2018
Deed Name: PARCEL 1-PART 2-SKETCH
Starting Coordinates: Northing 10195688.40, Easting 3122822.85
Bearing Distance Type Radius Arc Len Delta Tangent Description
N 73000156" W 100.00 CURVE R 3205.00 100.00 1047116" 50.01
Rad-In: N 16°05'26" E Rad-Out: N 17°52'42" E
N 80014'33" E 111.10 LINE
S 16005'27" W 50.00 LINE
Ending Coordinates: Northing 10195688.40, Easting 3122822.85
Area: 2525.52 S.F., 0.0580 Acres
Total Perimeter Distance> 261.10
Closure Error Distance> 0.0038 Error Bearing> N 76°01116" E
Closure Precision> 1 in 69564.3
K
Page 1 of 1
a
Deed Report Tue Nov 27 15:19:49 2018
Deed Name: PARCEL 1-PART 2-DESC
Starting Coordinates: Northing 10196308.19, Easting 3122834.52
Bearing Distance Type Radius Arc Len Delta Tangent Description
N 73000156" W 100.00 CURVE R 3205.00 100.00 1047116" 50.01
Rad-In: N 16°05126" E Rad-Out: N 17052142" E
N 80014'33" E 111.10 LINE
S 16005'27" W 50.00 LINE
Ending Coordinates: Northing 10196308.19, Easting 3122834.52
Area: 2525.52 S.F., 0.0580 Acres
Total Perimeter Distance> 261.10
Closure Error Distance> 0.0038 Error Bearing> N 76001'16" E
Closure Precision> 1 in 69564.3
Page 1 of 1
SOUTHWEST BYPASS
PARCEL 1
WILLIAMSON COUNTY
EXHIBIT
PROPERTY DESCRIPTION
Page 1 of 4
DESCRIPTION OF A 51.515 ACRE (2,243,977 SQUARE FOOT), TRACT OF LAND SITUATED IN PART
THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608 AND IN PART THE JOHN POWELL SURVEY,
ABSTRACT NO. 491 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 895.98
ACRE TRACT OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT
RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY, TEXAS, SAID 51.515 ACRE (2,243,977 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a TxDOT type I concrete marker found for a point of curvature in the existing southeasterly right-of-
way (R.O.W.) line of F.M, 2243 (80' R.O.W. width), the grid coordinates of said point for this description being
determined as Northing=10194457.37, Easting=3120541.87, Texas State Plane Coordinate System, Central Zone No
4203 (TXSPC Zone 4203), being in the northwesterly boundary line of said 895.98 acre tract, -
THENCE, with said common R.O.W, / boundary line, along a curve to the right, having a radius of 11419.19 feet, a
delta of 01°57'02", an arc length of 388,75 feet, and a chord which bears N 58'34'20" E, a distance of 388.73 feet to a
TxDOT type I concrete marker found for a point of tangency;
THENCE, continuing with said common R.O.W. / boundary line, N 59°34'08" E for a distance of 19.40 feet to a 1/2"
iron rod with plastic cap set, stamped "INLAND 4933", the grid coordinates of said point for this description being
determined as Northing=10194669.68, Easting=3120890.24, TXSPC Zone 4203, being in the proposed southwesterly
R.O.W line of Southwest Bypass (R.O.W. width varies), for the southwest corner and the POINT OF BEGINNING of
the herein described tract;
1) THENCE, departing the proposed southwesterly R.0 W. line of said Southwest Bypass, continuing with said
common R.O.W. / boundary line, N 59°34'08" E for a distance of 575.44 feet to a 112" iron rod with plastic cap
set, stamped "INLAND 4933", in the proposed northeasterly R.O.W. line of said Southwest Bypass, for the
northwest corner of the herein described tract;
THENCE, departing said common R.O.W. / boundary line, through the interior of said 895.98 acre tract, with the
proposed northeasterly and northerly R.O.W. line of said Southwest Bypass, the following five (5) courses:
2) S 30025'52" E for a distance of 470.40 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for
the beginning of a curve to the left;
3) Along said curve to the left, having a radius of 1,984.39 feet, a delta angle of 25052'50", an arc length of
896.35 feet, and a chord which bears S 43°22'17" E, for a distance of 888.75 feet, to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933", for a point of compound curvature;
4) Along said curve to the left, having a radius of 3,205.00 feet, a delta angle of 36°31'19", an arc length of
2042.96 feet, and a chord which bears S 74034'22" E, for a distance of 2008.55 feet, to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933" to a point of tangency;
5) N 87°09'59" E for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933",
for the beginning of a curve to the left;
6) Along said curve to the left, having a radius of 10,550.00 feet, a delta angle of 0°12'52", an arc length of
39.49 feet, and a chord which bears N 87003'33" E, for a distance of 39.49 feet, to a 1/2" Iron rod with plastic
cap set, stamped "INLAND 4933", being in the westerly boundary line of that called 175.62 acre tract of land
(Tract 1) conveyed to Texas Crushed Stone Co., by instrument recorded in Volume 744, Page 516, of the
Deed Records of Williamson County, Texas, same being the easterly boundary line of said 895.98 acre tract,
for the northeast corner of the herein described tract, and from which a 1/2" iron rod found in said easterly
boundary line, being the southwest corner of that called 137.86 acre tract of land conveyed to W. M, Laubach,
by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, same
being the northwest corner of said 175 62 acre tract bears, N 20*07'58" W at a distance of 782.22 feet;
SOUTHWEST BYPASS
PARCEL 1
W ILLIAMSON COUNTY
Page 2 of 4
7) THENCE, departing the proposed northerly R.O.W. line of said Southwest Bypass, with the common
boundary line of said 175.62 acre tract and said 895.98 acre tract S 20007'58" E for a distance of 417.75 feet
to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the proposed southerly R.O.W. line of said
Southwest Bypass, for the southeast corner of the herein described tract, -
THENCE, departing said common boundary line, through the interior of said 895.98 acre tract, with the proposed
southerly and southwesterly R.O.W. line of said Southwest Bypass the following five (5) courses:
8) Along a curve to the right, having a radius of 10,950.00 feet, a delta angle of 0°51'24", an arc length of
163.72 feet, and a chord which bears S 86°44'17" W, for a distance of 163.72 feet to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933" for a point of tangency;
9) 5 87°09'59" W for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933"
for the beginning of a curve to the right;
10) Along said curve to the right, having a radius of 3,605.00 feet, a delta angle of 36°31'19", an arc length of
2297.93 feet, and a chord which bears N 741134'22" W, a distance of 2259.23 feet, to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933" for a point of non -tangency;
11) N 64°57'50" W for a distance of 484.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933"
for the beginning of a non -tangent curve to the right;
12) Along said curve to the right, having a radius of 3,500.00 feet, a delta angle of 18025'54", an arc length of
1125.92 feet, and a chord which bears N 37°36'34" W, for a distance of 1121.07 feet, to the POINT OF
BEGINNING, containing 51.515 acres (2,243,977 square feet) of land, more or less.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is
true and correct and that the property described herein was determined by a survey made on the ground under my
direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Sle'.Vien Truesdale v
Registered Professional Land Surveyor No
Licensed State Land Surveyor
Inland Geodetics, L.P.
Firm Registration No. 100591-00
1504 Chisholm Trail Road, Suite 103
Round Rock, TX 78681
512-238-1200
Of
,Off
Date
4933 tE O.F.
,•� 5 r'
i iki SiFPrtEN 7RtiCSl7AI,E
.4933
�, SUR`�
0 Q L N7
0
1� Z
J z
L
g[)Q��o
O O
O
g
V••h
`
o o
-
N Z
Z
oa
IR
0
0
V
o
WM
N�
"moo
m�
o
I. At
z> m
Mo��M
U
a
b a 0
Z
M m
Q�p10
o
N
� W
CL
m�
•
Q �
Z
O
2, y V
hM
VO
\
N
oq coN3
�
�
R O
k O
F.
omo
-t y_ • •L�
o � m
o
o
a� z w
-- F
m
'Zs
w
op
o¢au
z po
�
w
zN
Str ��B•
o=roam
w
Q yam ��` zw Jw �n�•n'o o'o jo'
y m
Q!�
a�
•.\
1 �
■,
� r`i'
J�'rcz
iae ow zs � o ov uu mu
i 2 0�o i a aoE ww� z o00o rcz 'n
L7 w3a a� wmo Wa 7 2, E ,:,aai
OaV
osa�
,``,``
`•�',l
w i
J oQi o?� a w o � oo w� o
R Or '^ ZOj< OUZa-r z~�>W�o3 a3 o3 n03
o�wLL zo o K
n 30
C1�mN
Ou_m
�'`�/
iaNa
cJi c a p
u
�o
o=wz
•npp9
.•'+.
u'�i ie o a
u�a wa u s
uur
p d 3
a
z z�u' •o /4 iV'M as I I
FY'Z.'
• . •
m O
im
.��N o n o 0
W Hm0 ! -...— .......
rv-
p G•
z
122 '^
0 �mM
� � w
1
•
W
- �
� '.
� � z U r
„"' 0 w rci z i Q �o �c ..
•,
o_w
our
zaNap
� ` _
==
Cl o8
uo 0
o
� l•+
o Ooiim
Lu oai ova wmu zan J
a E z WW rcQ rcQ as as Zwu. ,n
1i1u�i-�
uwm
� •f.
�
>
\ si
+�
-
«1 ttKz Zw6u ¢O � J 00 — v �
uo z�zz Q
a a3 n3 03 03
a c4U
1�
�Qh'5
1
ooWoamo
3 0 W R
our0 a;
4000
-¢ a J Q� a o o � � ���
y Y
J���
:l•� -^�
��UZU U 6p
4 O 3 3
xpd•� '�
:,'
�r,5�,\/1.'
�
o
min
e-
000ymo
n
a
or"-rF a'
mm
a ,oz
�
J D
O K Q V
amour
O
_
o
R¢ U O G Z
K
�.
O O i
•\1
0 'z
zN
m:
Si
z
O
�
1-
sN o u _a;
`a ao �u s _
o�
_ �3
U
j j O
O
'z. - - o o o a W
Q
��
LL.
LU
,
a a w -
o _- y o o J (A
I
z zN.
o� J w w
1S`i(
Xp
h�
TW
m 3 W rc o w� c T3 V i U=
3 z
L/JU
M
i
hN
a o z o o in
�w
1JC
-
=w aw w �� ii
1_
p y
400-00'
0' = w a w u o m
�o
J
xQ03
o� a w m N W
yroCi�
k o
~
Q •, _ 6a
1
,IW�bQ ys3�
4•�y � t7
CO
a
p
7VFY
ma NN
w
o OO on
ao
(•���
5 y
•
N
002 0
\
C
CO I
n n
wz
k 5 \i1
23
I—o
`'no
��
O'�•_
�
J�•p o go s
0
n lw
>
0
N
„
O n
Q -
�
0-
O N
Jmp� � •^
•0o O�
W3 - o�F
apw==o
Imw
�dEY
W�g��o
d 333
afo�
ru xi�on G' frc-_�orc
SOUTHWEST BYPASS
PARCEL 1-E, PARTS 1 & 2
WILLIAMSON COUNTY
EXHIBIT
PROPERTY DESCRIPTION
Page 1 of 4
DESCRIPTION OF A 4.594 ACRE (200,131 SQUARE FOOT), TRACT OF LAND SITUATED IN
THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF THAT CALLED 895.98 ACRE TRACT OF LAND, CONVEYED
TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN DOC. NO.
2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAID 4,594 ACRE (200,131 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED AS PART 1 CONTAINING 2.241 ACRES (97,616 SQUARE
FEET), AND PART 2 CONTAINING 2.353 ACRES (102,515 SQUARE FEET) BEING
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
PART 1 (2.241 ACRE 97,616 SQUARE FOOT)
COMMENCING at a 112" iron rod found, in the easterly boundary line of said 895.98 acre tract, being the
northwest corner of that called 175.62 acre tract (Tract 1) conveyed to Texas Crushed Stone Co., by
instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas, same
being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by
instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, the
grid coordinates of said point for this description being determined as Northing=10194180.99,
Easting=3125340.68, Texas State Plane Coordinate System, Central Zone No. 4203 (TXSPC Zone
4203);
THENCE, with the common boundary line of said 895.98 acre tract and said 175,62 acre tract,
S 20°07'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND
4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W.
width), -
THENCE, departing said common boundary line, through the interior of said 895,98 acre tract, with said
proposed northerly R.O.W. line, the following three (3) courses:
Along said curve to the right, having a delta angle of 00°12'52", a radius of 10,550.00 feet, an arc length
of 39.49 feet, and a chord which bears S 87003'33" W for a distance of 39.49 feet to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933", for a point of tangency;
S 87*09'59" W for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND
4933", for the beginning of a curve to the right;
Along said curve to the right, having a delta angle of 09°55'05", a radius of 3,205 feet, an arc length of
554.79 feet, and a chord which bears N 87°52'29" W for a distance of 554.10 feet to a calculated point for
the southeast corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates
of said point for this description being determined as Northing=10193395.91, Easting=3123617 07,
TXSPC Zone 4203;
SOUTHWEST BYPASS Page 2 of 4
PARCEL 1-E, PARTS 1 & 2
WILLIAMSON COUNTY
1) THENCE, continuing through the interior of said 895.98 acre tract, with said proposed northerly
R.O.W. line, along a curve to the right, having a delta angle of 09°00'23", a radius of 3,205.00
feet, an arc length of 503.79 feet, and a chord which bears N 78"24'45" W for a distance of
503.28 feet to a calculated point, for the southwest corner of the herein described tract;
THENCE, departing said proposed northerly R.O.W. line, and continuing through the interior of said
895.98 acre tract, the following three (3) courses:
2) N 16°05'27" E for a distance of 200.00 feet to a calculated point for the northwest corner of the
herein described tract;
3) Along said curve to the left, having a delta angle of 09000'23", a radius of 3,005.00 feet, an arc
length of 472.36 feet, and a chord which bears S 78°24'45" E for a distance of 471.87 feet to a
calculated point, for the northeast corner of the herein described tract;
4) S 07°05'04" W for a distance of 200.00 feet to the POINT OF BEGINNING, containing 2.241
acres (97,616 square feet) of land, more or less.
PART 2 (2.353 ACRE 102,515 SQUARE FOOT)
COMMENCING at a 1/2" iron rod found, in the easterly boundary line of said 895.98 acre tract, being the
northwest corner of that called 175.62 acre tract (Tract 1) conveyed to Texas Crushed Stone Co., by
instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas, same
being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by
instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, the
grid coordinates of said point for this description being determined as Northing=10194180.99,
Easting=3125340.68, TXSPC Zone 4203;
THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract,
S 20°07'58" E at a distance of 782.22 feet pass a 1/2" iron rod with plastic cap set, stamped "INLAND
4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W.
width), and continuing for a total distance of 1199.97 feet to a 1/2" iron rod with plastic cap set, stamped
"INLAND 4933", in the proposed southerly R.O.W. line of said Southwest Bypass;
THENCE, departing said common boundary line, and through the interior of said 895.98 acre tract, with
said proposed southerly R.O.W. line, the following three (3) courses:
Along a curve to the right, having a delta angle of 00051'24", a radius of 10,950.00 feet, an arc length of
163.72 feet, and a chord which bears S 86°44'17" W for a distance of 163.72 feet to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933", for a point of tangency;
S 87°09'59" W for a distance of 1401.66 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND
4933", for the beginning of a curve to the right;
Along said curve to the right, having a delta angle of 10°30'40", a radius of 3,605.00 feet, an arc length of
661.34 feet, and a chord which bears N 87034'41" W for a distance of 660.41 feet to a calculated point,
for the northeast corner and the POINT OF BEGINNING of the herein described tract, the grid
coordinates of said point for this description being determined as Northing=10193003.81,
Easting=3123530.75, TXSPC Zone 4203;
SOUTHWEST BYPASS
PARCEL 1-E, PARTS 1 & 2
WILLIAMSON COUNTY
Page 3 of 4
THENCE, departing said proposed southerly R.O.W. line, and continuing through the interior of said
895.98 acre tract, the following three (3) courses:
1) S 07036'08" W for a distance of 200.00 feet to a calculated point for the southeast corner of the
herein described tract;
2) Along a curve to the right, having a delta angle of 07055'43", a radius of 3,805.00 feet, an arc
length of 526.54 feet, and a chord which bears N 78°21'44" W for a distance of 526.12 feet to a
calculated point for the southwest corner of the herein described tract;
3) N 15°36'13" E for a distance of 200.00 feet to a calculated point in said proposed southerly
R.O.W. line for the northwest corner of the herein described tract,
4) THENCE, with said proposed southerly R.O.W, line, and continuing through the interior of said
895.98 acre tract, along said curve to the left, having a delta angle of 07°55'29", a radius of
3,605.00 feet, an arc length of 498.61 feet, and a chord which bears S 78021'37" E for a
distance of 498.21 feet to the POINT OF BEGINNING, containing 2.353 acres (102,515 square
feet) of land, more or less.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No.
4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above
description is true and correct and that the property described herein was determined by a survey made
on the ground under my direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Stephen Truesdale '
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L.P.
Firm Registration No. 100591-00
1504 Chisholm Trail Road, Suite 103
Round Rock, TX 78681
512-238-1200
JAL/%
Date
N
� 1
0
lu
Lu
�aoo - %NrOJx jj� �frl o0
Joy i W Z w u 0 N
�Q�ph ' Nq9 qi. n�119 ...• Q V
� a
AV, Otto
le
mua isaK Zr , •; i. I
> a V .'� 400.00�
n � � • o¢ a g
pO a me0 -'l�
i �'Ji � r• � <t
Ik
0 0
O N
y--
O
Q
U
ul 3
3 C 1
O j
Z 0 I or
o m o sN w x K
< ow
(f) > o
w� W
W =�M o4 w o p`y
= N p
U ;. o og� _mow ww o
�• �� ` w zda 'o wa o U
l w LL o w� a J go sa o
111 w IY Ha \' 1 iv o#< aoI m w`o �f�a� _W
.rczz aNz =wo�oo wWwa 'S �Z
Iz O 1 0o uuaz'ii aoow oa a3 os or 0
l zrcQ�uoW c�owau
O I I ICIr u u 3 vI
OIL a
I o 3 3
x U u 2
4JLd
U a $ U1
U
O o �oaoo' a W
U
J Lu 10 �
Q �roN3 og , a Q W
���
h=� one noQ a �'44• t'7
h�UV oMov"',� J pone
ou
W a L�
ti worc� .. y
au
a 4 N
�aMC da �
�2aM =god {{{•���,i
¢ my V
0o
oo� as w
r .00 00, \ o �
�" e a n ' s.Bo,9FeL05 a w
� L • 3 ! Cif
N
o¢ a r �\W� c o
u Aq,R
Q �y o�riuoim z'o
voi _
oo
► tiq o�a��Vp r
1 S-o i
o_�m ^�N
—_ •:mpN �fl ►
o�
� 3
���� t— roPON 1 n _N `a w �• oo -
'�
1 h .°� n z V. .+ �i
.00-0 - nQan
w3 - x -ogF
z.
nONO
Fu -InN i •}rc _ -
SOUTHWEST BYPASS
PARCEL 2
WILLIAMSON COUNTY
EXHIBIT
PROPERTY DESCRIPTION
Page 1 of 3
DESCRIPTION OF A 23.012 ACRE (1,002,420 SQUARE FOOT), TRACT OF LAND SITUATED IN THE
LEWIS J. DYCHES SURVEY, ABSTRACT N0, 180 IN WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF THAT CALLED 175.62 ACRE TRACT (TRACT I) OF LAND, AND A PORTION OF THAT
CALLED 4.00 ACRE TRACT (TRACT II) OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO.,
BY INSTRUMENT RECORDED IN VOLUME 744, PAGE 516, OF THE DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 23.012 ACRE (1,002,420 SQUARE FOOT) TRACT OF LAND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" iron rod found in the easterly boundary line of that called 895.98 acre tract of land
conveyed to Texas Crushed Stone Co., by instrument recorded in Document No. 2011013402 of the Official Public
Records of Williamson County, Texas, same being the southwest corner of that called 137.86 acre tract of land
conveyed to W. M. Laubach by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson
County, Texas, same being the northwest corner of said 175.62 acre tract, the grid coordinates of said point for this
description being determined as Northing=10194180.99, Easting=3125340.68, Texas State Plane Coordinate
System, Central Zone No. 4203 (TXSPC Zone 4203);
THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract,
S 20°07'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", at a
point in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width), for the
northwest corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point
for this description being determined as Northing=10193446.67, Easting=3125609.88, TXSPC Zone 4203;
THENCE, departing said common boundary line, through the interior of said 175.62 acre tract and said 4.00 acre
tract, with said proposed northerly R.O.W. line the following two (2) courses:
1) Along a curve to the left, having a delta angle of 07057'12", a radius of 10,550.00 feet, an arc length of
1464.45 feet, and a chord which bears N 82058'31" E for a distance of 1463.27 feet to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933", for a point of tangency;
2) N 78°59'55" E, passing at a distance of 469.28 feet, the calculated intersection with the northwesterly
boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the
most northerly corner of said 4.00 acre tract bears, N 34°05'01" E at a distance of 114.17 feet, passing at
a distance of 627.89 feet, the calculated intersection with the northeasterly boundary line of said 4.00 acre
tract, and from which said calculated point, a 1/2" iron rod found, being the most easterly corner of said
4.00 acre tract, bears S 54°58'09" E at a distance of 305.57 feet, for a total distance of 1149.57 feet to a
1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the existing westerly R.O.W. line of the
Georgetown Railroad (R.O.W. width varies), same being the easterly boundary line of said 175.62 acre
tract, for the northeast corner of the herein described tract;
THENCE, departing the proposed northerly R.O.W. line of said Southwest Bypass, with said existing westerly R.O_W.
line, same being the easterly boundary line of said 175.62 acre tract, the following two (2) courses:
3) S 9°22'23" W for a distance of 349.37 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933",
for the beginning of a curve to the right;
4) Along said curve to the right, having a delta angle of 0°46'45", a radius of 5,699.65 feet, an arc length of
77.52 feet, and a chord which bears S 09045'45" W for a distance of 77.52 feet to a 1/2" iron rod with
plastic cap set, stamped "INLAND 4933", in the proposed southerly ROW line of said Southwest Bypass,
being the southeast corner of the herein described tract;
THENCE, departing said existing westerly R.O.W. line, through the interior of said 175.62 acre tract and said 4.00
acre tract, with the southerly proposed R.O.W. line of said Southwest Bypass, the following two (2) courses:
SOUTHWEST BYPASS
PARCEL 2
WILLIAMSON COUNTY
Page 2 of 3
5) S 78°59'55" W, passing at a distance of 340.95 feet, the calculated intersection with the southeasterly
boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the
most southerly corner of said 4.00 acre tract bears, S 34*04'20" W at a distance of 162.20 feet, passing at
a distance of 566,49 feet the calculated intersection with the southwesterly boundary line of said 4.00 acre
tract, and from which said calculated point, a 1/2" iron rod found, being the most westerly corner of said
4.00 acre tract bears, N 55°01'25" W at a distance of 258.36 feet, for a total distance of 1000.45 feet to a
1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right;
6) Along said curve to the right, having a delta angle of 07018'40", a radius of 10,950.00 feet, an arc length of
1397.24 feet, and a chord which bears S 82039'15" W for a distance of 1396.30 feet to a 112" iron rod with
plastic cap set, stamped "INLAND 4933", being in the common boundary line of said 895.98 acre tract and
said 175.62 acre tract;
7) THENCE departing the southerly ROW line of said Southwest Bypass, with said common boundary line,
N 20°07'58" W for a distance of 417.75 feet to the POINT OF BEGINNING, containing 23.012 acres
(1,002,420 square feet) of land, more or less.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD
83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above
description is true and correct and that the property described herein was determined by a survey made on the
ground under my direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
_/ �,,, L //�� "eery
M. Stephe Tre esaafe Date
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor '. �� •OF
Inland Geodetics, L.P.
Firm Registration No. 100591-00
1504 Chisholm Trail Road, Suite 103 )"""
iuf STERHctd TRl1ES0Af;�:
Round Rock, TX 78681 ••r•- •••a31
•«••+••••
512-238-1200'/ . �a 5 s ot�, •O�
��-, •SUS
O
Ln l
— --401rio —
VI
1 W
d
cY� ¢oo
OQN
UOOtN
O O M
sNm auzw
j U d U
Q 3
gmn�
J O
n \�
Lu
`�kc�t�Qa3
�y�v.•s
0
So
LL
4 u�j
W M.
w
auzw
�v ��
S
ww
zN z 0
w w r > w
i I z
zda ,-ow zf wo. o " zi
�i
u� w e w oo mz w
�3a a�Q LLo u0P z u u,o„ �o Jo
o s= w Izw.i J rcQ ¢a <a Qf
p azowauz o�oo a W�-�4�
z oo�a�p o z i'- i� �> 03 a3 os os
o z K o 3 0 m
a w u- a a tt w a
f o d
Fi
o
zu ou .'-uan�a m" I I �SQ u u Q
O 3 3 3
•O 44CA.
o" o a
-
g � -
o
i� ow
_ o
z' w
oz
W z
o ' o
o
N
G.
o
rc0 a4
F rc o 2.00
w
4 3 3 3 3 LL Wi pap wC
~N
W.
O mz
-oo zz
I-
m�
J. ~
- -
o>w - u3uQ
_ _
�
�3=
o wow
o
a
p'm
o
o _ -
s 3 o
=o
o w x
-v0ia M"
�!Cle �w
n
oQ pra Za
o 0 ��N 3q
o 0 0 o O o
J O_
1. 3 a z i
W ^, OF w z> i
OmQU Hw
F
WJ w n 407 wa
W
OJO
o
m
rn�o�
U
2 N
r
N
�m=o
•
�
np
mo x w
0
W
u
Q
a
.7:
0
A
o
1�
o
„g y JK
ilk
N WZOo pOrc
f{ Y N
I %J wz
_ ti
of~
az ws
o WN
s��„w«oo
SOUTHWEST BYPASS
PARCEL 2-E
WILLIAMSON COUNTY
EXHIBIT
PROPERTY DESCRIPTION
Page 1 of 3
DESCRIPTION OF A 1.611 ACRE (70,156 SQUARE FOOT), TRACT OF LAND SITUATED IN
THE LEWIS J. DYCHES SURVEY, ABSTRACT NO. 180 IN WILLIAMSON COUNTY, TEXAS,
BEING A PORTION OF THAT CALLED 175.62 ACRE TRACT (TRACT 1) OF LAND,
CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN VOLUME
744, PAGE 516, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 1.611
ACRE (70,156 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" iron rod found in the easterly boundary line of that 895.98 acre tract of
land conveyed to Texas Crushed Stone Co., by instrument recorded in Document No.
2011013402 of the Official Public Records of Williamson County, Texas, being the southwest
corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by instrument
recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, same
being the northwest corner of said 175.52 acre tract, the grid coordinates of said point for this
description being determined as Northing=10194180.99, Easting=3125340.68, Texas State
Plane Coordinate System, Central No. Zone 4203 (TXSPC Zone 4203);
THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract,
S 20°07'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped
"INLAND 4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass
(400' R.O,W, width);
THENCE, departing said common boundary line, through the interior of said 175,62 acre tract,
with said proposed northerly R.O.W. line, along a curve to the left, having a delta angle of
07008'38", a radius of 10,550.00 feet, an arc length of 1315.44 feet, and a chord which bears
N 83022'48" E for a distance of 1314.58 feet to a calculated point, for the southwest corner and
the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point for
this description being determined as Northing=10193598.20, Easting=3126915,52, TXSPC
Zone 4203;
THENCE, departing said proposed northerly R.O.W. line, and continuing through the interior of
said 175.62 acre tract, the following three (3) courses:
1) N 10°51'01" W for a distance of 175.00 feet to a calculated point for the northwest
corner of the herein described tract;
2) N 79'08'59" E for a distance of 400.00 feet to a calculated point for the northeast
corner of the herein described tract;
SOUTHWEST BYPASS
PARCEL 2-E
WILLIAMSON COUNTY
Page 2 of 3
3) S 10051'01" E for a distance of 175.00 feet to a calculated point, being in said proposed
northerly R.O.W. line, for the southeast corner of the herein described tract; and from
which a 1/2" iron rod found, being the most northerly corner of that called 4.00 acre tract
(Tract II) of land conveyed to Texas Crushed Stone Co., by instrument recorded in
Volume 744, Page 516, of the Deed Records of Williamson County, Texas bears,
N 78059'55" E at a distance of 218,29 feet to a 1/2" iron rod with plastic cap set,
stamped "INLAND 4933", in the northwesterly boundary line of said 4.00 acre tract, and
N 34°05'01" E with said northwesterly boundary line, at a distance of 114.17 feet;
THENCE, continuing through the interior of said 175.62 acre tract, with said proposed northerly
R.O.W. line, the following two (2) courses:
4) S 78°59'55" W for a distance of 250.99 feet to a 1/2" iron rod with plastic cap set,
stamped "INLAND 4933", for the beginning of a curve to the right;
5) Along said curve to the right, having a delta angle of 0048'33", a radius of 10,550.00
feet, an arc length of 149.01 feet, and a chord which bears S 79024'12" W for a
distance of 149.01 feet to the POINT OF BEGINNING, containing 1.611 acres (70,156
square feet) of land, more or less.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct and that the property described herein was determined
by a survey made on the ground under my direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas,
M. Stephen? Tr esdale D to
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor ; R�
Inland Geodetics, L.P.:4 fia:
Firm Registration No. 100591-00 .............
1504 Chisholm Trail Road, Suite 103 rM STEMENTRUESI3i
.. �rrwr.rr.wr.gn...ars
Round Rock, TX 78681. �ao�r
512-238-1200
8UR't,
,r •
>. w
sw'srot•£ x
F-
Q
J
Q
O
O
O_
o
N
W
O
J
u
y
O
•$ems
1
}19.oP
Q
a•y
'p
cor
o eau
-
M
W [7
d
T;%
r bo
r�
z w N
O 1, K
L'Q�4 �.
R
k
W
r
\ Wzmm
wo �
NK O O
\ JOmR
m
tjuWO—+� -t.
?
s ,nm ddmgLzw 11
m rc u r� �" {{��4��l�•}� ��` Y
is,
•.J � ..•ir�t'
•ilt
o
iN r z o
m w t t}
c. o
z zap
lz--
caA O3Z aO Wa wO u a J �O �o ono
Q J� m zn �a.a Qa Qn
O O W O x O J 4-
n
Z �O� Qm� 2 d � F. 22 30 w m 03 J3 03 03
Wo w
Q�l- I w � - as
•O �a@■ I�ya1d o d o 0
Exhibit C
I. INTRODUCTION
CITY OF GEORGETOWN
ANNEXATION SERVICE PLAN
AREA: SOUTHWEST BYPASS
(IH-35 To FM 2243)
COUNCIL DISTRICT: No. 2
DATE: DECEMBER 10, 2019
This Service Plan (the "Plan") is made by the City of Georgetown, Texas ("City") pursuant to
Sections 43.056(b)-(o) and 43.065 of the Texas Local Government Code ("LGC"). This Plan
relates to the annexation into the City of the land shown on Exhibit "A" to this Service Plan,
which is referred to as "Southwest Bypass (IH-35 to FM 2243)". The provisions of this Plan
were made available for public inspection and explained to the public at the two public hearings
held by the City on October 22, 2019 in accordance with Section 43.0560) of the LGC.
IL TERM OF SERVICE PLAN
Pursuant to Section 43.056(1) of the LGC, this Plan shall be in effect for a ten-year period
commencing on the effective date of the ordinance approving the annexation. Renewal of the
Plan shall be at the discretion of the City Council and must be accomplished by Ordinance.
III. INTENT
It is the intent of the City to provide municipal services in accordance with the timetables
required by the LGC. The City reserves the rights guaranteed to it by the LGC to amend this
Plan if the City Council determines that changed conditions, subsequent occurrences, or any
other legally sufficient circumstances exist under the LGC or other Texas laws that make this
Plan unworkable, obsolete, or unlawful.
IV. CATEGORIZATION OF MUNICIPAL SERVICES
The municipal services described herein are categorized by those services which are (1) available
to the annexed area immediately upon annexation; (2) those services which will be available to
the annexed area within 2'/2 years from the effective date of the annexation; and (3) those
services for which capital improvements are needed and which will be available within 4'/z years
from the effective date of the annexation based upon a schedule for construction of such
improvements as set forth herein.
For the purposes of this Plan, "provision of services" includes having services provided by any
method or means by which the City provides municipal services to any other areas of the City,
and may include causing or allowing private utilities, governmental entities and other public
service organizations to provide such services by contract, in whole or in part, and may include
duties on the part of a private landowner with regard to such services.
In addition, in accordance with Section 43.056(g) of the LGC, if before annexation the annexed
area had a lower level of services, infrastructure, and infrastructure maintenance than the same
Annexation Service Plan Page 1 of 5
Southwest Bypass (IH-35 to FM 2243)
being provided by the City to other areas within the City limits, this Plan shall be construed to
allow for the provision to the annexed area of a level of services, infrastructure, and
infrastructure maintenance that is comparable to the level of services, infrastructure, and
infrastructure maintenance in other parts of the City with topography, land use, and population
density similar to those reasonably contemplated or projected in the annexed area.
V. SERVICES TO BE PROVIDED UPON ANNEXATION
1. Fire Protection and Emergency Medical Services= The City of Georgetown Fire
Department will provide response services in the annexed area consisting of: fire
suppression and rescue; emergency response to 9-1-1 calls; fire prevention education
efforts, and other duties and services provided by the Georgetown Fire Department.
2. Police — The City's Police Department will provide protection and law enforcement
services.
3. Planning and Development, Building Permits, and Inspections Services - The City will
provide site plan review; zoning approvals; Building Code and other standard Code
inspection services; City Code enforcement; sign regulations and permits; and Stormwater
Permit services in the annexed.
4. Parks and Recreational Facilities. Residents of the Property will be permitted to utilize all
existing publicly -owned parks and recreational facilities and all such facilities acquired or
constructed after the Effective Date (including community service facilities, libraries,
swimming pools, etc.), throughout the City. Any private parks, facilities, and buildings will
be unaffected by the annexation; provided, however, that the City will provide for
maintenance and operation of the same upon acceptance of legal title thereto by the City
and appropriations therefor. In the event the City acquires any other parks, facilities, or
buildings necessary for City services within the Property, the appropriate City department
will provide maintenance and operations of the same.
Other Publicly Owned Buildings. Residents of the Property will be permitted to use all
other publicly owned buildings and facilities where the public is granted access.
6. Library — Upon annexation, library privileges will be available to anyone residing in the
annexed area
7. Stormwater Utility Services — The Property will be included in the City's Stormwater
Utility service area and will be assessed a monthly fee based on the amount of impervious
surface. The fees will cover the direct and indirect costs of stormwater management
services.
8. Streets, Roads, and Street Lighting — The City will provide preventative maintenance of
the existing public streets and roads in the annexed area over which it has jurisdiction
through maintenance and preventative maintenance services such as emergency pavement
repair; ice and snow monitoring; crack seal, sealcoat, slurry seal, and PM overlay; and other
routine repair. The City shall not maintain private roads in the annexed area. Preventative
maintenance projects are prioritized on a City-wide basis and scheduled based on a variety
of factors, including surface condition, rideability, age, traffic volume, functional
Annexation Service Plan Page 2 of 5
Southwest Bypass (IH-35 to FM 2243)
classification, and available funding. As new streets are dedicated and accepted for
maintenance they will be included in the City's preventative maintenance program.
9. Water and Wastewater Facilities in the Annexed Area that Are Not Within the Area of
Another Water or Wastewater Utility —City-owned water and wastewater facilities that
exist in the annexed area will be maintained in accordance with City ordinances, standards,
policies and procedures.
10. Solid Waste Services_ The City will provide solid waste collection services in accordance
with existing City ordinances and policies, except where prohibited by law.
11. Code Compliance_ The City's Code Department will provide education, enforcement, and
abatement relating to code violations within the Property.
12. Animal Control Services — Upon annexation, the City shall provide animal control
services in the annexed area.
13. Business Licenses and Regulations — Upon annexation, the City shall provide business
licensing services (Carnivals Circuses and Other Exhibitions; Electrician's Licenses; Gross
Receipts Charge or Street Rental; Peddlers and Solicitors; Taxicabs, Buses and Other
Vehicles for Hire; Horse Drawn Carriages and other Non -Motorized Vehicles for Hire;
Sexually Oriented Businesses; and Alcoholic Beverages) in the annexed area
14. Health and Safety Regulations — The provisions of the City Code of Ordinances relating
to health and safety regulations (including but not limited to Fire Prevention Code;
Fireworks; Food Sanitation; Noise Control; Nuisances; Junked Motor Vehicles; and
Smoking in Public Places) shall apply in the annexed area.
15. Regulations Pertaining to Peace, Morals and Welfare -- The provisions of the City Code
of Ordinances relating to peace, morals and welfare (including but not limited to Housing
Discrimination; Weapons; and Enforcement of Other Miscellaneous Violations) shall apply
in the annexed area.
VI. SERVICES TO BE PROVIDED WITHIN 4Y2 YEARS OF ANNEXATION; CAPITAL IMPROVEMENTS
PROGRAM
1. In General — The City will initiate the construction of capital improvements necessary
for providing municipal services for the annexation area as necessary for services that are
provided directly by the City.
2. Water and Wastewater Services— Water and wastewater services are only provided to
occupied lots that have been legally subdivided and platted or are otherwise a legal lot,
and that are located within the boundaries of the City's authorized service areas. Further,
existing residences in the annexed area that were served by a functioning onsite sewer
system (septic system) shall continue to use such private system for wastewater services
in conformance with the City Code of Ordinances. Existing non-residential
establishments in the annexed area may continue to use an onsite sewer system (septic
system) for sewage disposal in conformance with the City Code of Ordinances. Upon the
Annexation Service Plan Page 3 of 5
Southwest Bypass (IH-35 to FM 2243)
Development of any property in the annexed area, the provisions of the UDC shall apply.
The City shall have no obligation to extend water or wastewater service to any part of the
annexed area that is within the service area of another water or wastewater utility. For
annexed areas located within the City's authorized service areas, the City shall, subject to
the terms and conditions of this Plan, extend water and wastewater service in accordance
with the service extension ordinances, policies, and standards that are summarized in
Section X of this Plan, which may require that the property owner or developer of a
newly developed tract install water and wastewater lines. The extension of water and
wastewater services will be provided in accordance with the policies summarized in
Section X of this Plan and with any applicable construction and design standards manuals
adopted by the City.
3. Water and Wastewater Capital Improvements Schedule — Because of the time
required to design and construct the necessary water and wastewater facilities to serve the
annexed area, certain services cannot be reasonably provided within 2'/z years of the
effective date of annexation. Therefore, , the City shall implement a program, which will
be initiated after the effective date of the annexation and include the acquisition or
construction of capital improvements necessary for providing water and wastewater
services to the area. The following schedule for improvements is proposed: construction
will commence within 2 '/2 years from the effective date of annexation and will be
substantially complete within 4 '/z years from the effective date of annexation. However,
the provisions of Section VII of this Plan shall apply to the schedule for completion of all
capital improvements. In addition, the acquisition or construction of the improvements
shall be accomplished by purchase, lease, or other contract or by the City succeeding to
the powers, duties, assets, and obligations of a conservation and reclamation district as
authorized or required by law.
4. Roads and Streets — No road or street related capital improvements are necessary at this
time. Future extension of roads or streets and installation of traffic control devices will
be governed by the City's Comprehensive Plan, the City's Overall Transportation Plan,
the City's Capital Improvements Plan; the City's regular or non -impact fee Capital
Improvements Program, and any applicable City ordinances, policies, and procedures,
which may require that the property owner or developer install roads and streets at the
property owner's or developer's expense. It is anticipated that the developer of new
subdivisions in the area will install street lighting in accordance with the City's standard
policies and procedures. Provision of street lighting will be in accordance with the City's
street lighting policies.
5. Capital Improvements for Other Municipal Services — No capital improvements are
necessary at this time to provide municipal Police; Fire Protection; Emergency Medical
Services; Solid Waste Collection; Public Parks, Playgrounds, or Swimming Pools; Public
Buildings or Facilities; or Library Services. The annexed area will be included in the
City's future planning for new or expanded capital improvements and evaluated on the
same basis and in accordance with the same standards as similarly situated areas of the
City.
Annexation Service Plan Page 4 of 5
Southwest Bypass (I1-1-35 to FM 2243)
VII. FORCE MAJEURE AND SCHEDULE EXTENSIONS
Certain events, described as Force Majeure Events in this Plan, are those over which the
City has no control. Force Majeure Events shall include, but not be limited to, acts of
God; terrorism or acts of a public enemy; war; blockages; riots; strikes; epidemics; forces
of nature including landslides, lightening, earthquakes, fires, storms, floods, washouts,
droughts, tornadoes, hurricanes; arrest and restraint of government; explosions;
collisions, and all other inabilities of the City, whether similar to those enumerated or
otherwise, which are not within the control of the City. Any deadlines or other
provisions of this Plan that are affected by a Force Majeure Event shall be automatically
extended to account for delays caused by such Force Majeure Event.
2. In accordance with Section 43.056(e) of the LGC, this Plan and the schedules for capital
improvements necessary to provide full municipal services to the annexed area may be
amended by the City to extend the period for construction if the construction is
proceeding with all deliberate speed. The construction of the improvements shall be
accomplished in a continuous process and shall be completed as soon as reasonably
possible, consistent with generally accepted local engineering and architectural standards
and practices. However, the City does not violate this Plan if the construction process is
interrupted for any reason by circumstances beyond the direct control of the City.
VIII. AMENDMENTS
Pursuant to the provisions of Section 43.056(k) of the LGC, on approval by the City Council, the
Plan is a contractual obligation that is not subject to amendment or repeal except as provided by
state law. Section 43.056(k) of the LGC provides that if the City Council determines, after
public hearings, that changed conditions or subsequent occurrences make the Plan unworkable or
obsolete, the City Council may amend the Plan to conform to the changed conditions or
subsequent occurrences. An amended Plan must provide for services that are comparable to or
better than those established in the Plan before amendment. Before any Plan amendments are
adopted, the City Council must provide an opportunity for interested persons to be heard at
public hearings called and held in the manner provided by Section 43.063 of the LGC.
IX. FEES
The City may impose a fee for any municipal service in the area annexed if the same type of fee
is imposed within the corporate boundaries of the City. All City fees are subject to revision from
time to time by the City in its sole discretion.
X. WATER AND WASTEWATER SERVICE EXTENSION POLICIES
The policies and regulations related to water and wastewater utility extensions that are included
in the City Code of Ordinances, the Unified Development Code, the City's Construction and
Specifications Manual, Drainage Manual, and other published policies and technical manuals, as
the same may be amended from time to time, shall control the extension of water and wastewater
services to the annexed area.
Annexation Service Plan Page 5 of 5
Southwest Bypass (I1-1-35 to FM 2243)