CM-11-03-051ROUND ROCK, TEXAS
PURPOSE. PASSION. PROSPERITY
Item Caption:
Approval Date:
City Manager Approval Summary Sheet
Consider executing a Declaration of Reuse Water Line Easement for the Water Reuse
System - Phase 1A - Old Settlers Park Project (Parcel 2).
March 4, 2011
Department: Legal
Project Manager: Don Childs/Steve Sheets
Item Summary:
The proposed CORR Reuse System utilizes treated wastewater for irrigation. Reuse water is treated wastewater
effluent from our BCWWTP that has had additional treatment (filtration and disinfection) to meet health
requirements for human contract (not consumption) at our future Reuse Water Treatment & Pumping Facility, and
then pumped into our Reuse Water Distribution System.
Strategic Plan Relevance:
Cost: $0.00
Source of Funds: N/A
00215508.DOC
REV. 6/10/10
DECLARATION OF REUSE WATER LINE EASEMENT
Old Settlers Park Project
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
§
§ KNOW ALL PERSONS BY THESE PRESENTS:
§
That the CITY OF ROUND ROCK, a Texas home -rule municipal corporation (hereinafter
called the "Declarant") has executed this Declaration of Reuse Water Line Easement for the purpose of
establishing the following exclusive easement in and under the following described property in
Williamson County, Texas, to -wit:
See Exhibit "A" describing a 3.489 acre (151,961 square foot) tract of land situated in the
P. A. Holder Survey, Abstract No. 297 and the Willis Donaho Survey, Abstract No. 173,
in Williamson County, Texas, being a portion of a 425.540 acre tract of land (Tract 1)
conveyed to the City of Round Rock, Texas by instrument recorded in Volume 1760,
Page 451 of the Official Records of Williamson County, Texas, same being a portion of
that called 71.110 acre tract of land conveyed to the City of Round Rock, Texas, by
instrument recorded in Volume 1760, Page 475, of the Official records of Williamson
County, Texas, said 3.489 acre (151,961 square foot) tract of land being more particularly
described by metes and bounds in Exhibit "A" attached hereto; and
It is further declared that there shall exist a non-exclusive right to temporarily use the
property adjacent to the boundary of the easement area and as described within Exhibit A
and as shown on the sketches which accompany Exhibit A as may be reasonably
necessary to construct and install the water line facilities described below. Upon
completion of the construction and installation this temporary construction area shall be
returned to the same or substantially similar condition as existed prior to the installation
activities.
The aforementioned described property is hereinafter referred to as the "Easement".
The Easement, rights, and privileges hereby created shall be used solely for the purpose of
placing, constructing operating, repairing, maintaining, rebuilding, replacing, relocating, and removing a
reuse water line with all necessary conduits, casing, valves, manholes, ventilators, and appurtenances.
Except as otherwise stated, the Easement and other rights and privileges hereby created shall be perpetual.
The benefits and obligations of the Easement created herein shall constitute benefits and
servitudes running with the land.
This Declaration may be modified, amended, or�terminated by Declarant.
EXECUTED this � day of // i ndld , 2011.
CAA- I I -03 -DSI
00215396.DOC
DECLARANT:
CITY OF ROUND ROCK, TEXAS
By: ���! �, <'
Steve Norwood, P.E.
City Manager
ACKNOWLEDGMENT
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON
This instrument was acknowledged before me this4day of , 2011, by Steve
Norwood, City Manager for the CITY OF ROUND ROCK, Williamson County, Texas, known by me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of and on behalf of said entity and in the capacity and for the
purposes and consideration therein expressed.
a+‘11R •FI! ' L MEAGAN M. SPINKS
; Notary Public, State of Texas
�. � My Commission Expires
,,,,,,,,,,;I, September 09, 2014
PREPARED IN THE OFFICE OF:
Sheets & Crossfiled, P.C.
309 E. Main Street
Round Rock, TX 78664
AFTER RECORDING RETURN TO:
Sheets & Crossfiled, P.C.
309 E. Main Street
Round Rock, TX 78664
2
Notary Public [Y;. to of Texa
s
PARCEL 2 Page 1 of 8
RECLAIMED WATERLINE
EXHIBIT
PROPERTY DESCRIPTION FOR PARCEL 2
DESCRIPTION OF A 3.489 ACRE (151,961 SQUARE FOOT),
TRACT OF LAND SITUATED IN THE P. A. HOLDER SURVEY,
ABSTRACT NO. 297 AND THE WILLIS DONAHO SURVEY,
ABSTRACT NO. 173, IN WILLIAMSON COUNTY, TEXAS, BEING
A PORTION OF A 425.540 ACRE TRACT OF LAND (TRACT 1)
CONVEYED TO THE CITY OF ROUND ROCK, TEXAS BY
INSTRUMENT RECORDED IN VOUME 1760, PAGE 451 OF
THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAME BEING A PORTION OF THAT CALLED 71.110 ACRE
TRACT OF LAND CONVEYED TO THE CITY OF ROUND ROCK,
TEXAS, BY INSTRUMENT RECORDED IN VOLUME 1760,
PAGE 475, OF THE OFFICIAL RECORDS OF WILLIAMSON
COUNTY, TEXAS, SAID 3.489 ACRE (151,961 SQUARE FOOT)
TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a concrete monument found for the southeast corner of a
75.074 acre tract of land conveyed to City of Round Rock, Texas by instrument recorded in
Document No. 2004059024 of the Official Public Records of Williamson County, Texas, same
being an interior ell corner in the westerly boundary line of said 425.540 acre tract;
THENCE, S 20°34'01" E at a distance of 80.31 feet to a calculated point, the grid coordinates
of said point for this description being determined as Northing=10168802.08,
Easting=3147716.84, TXSPC Zone 4203, same being in the interior of said 425.540 acre tract,
and POINT OF BEGINNING of the herein described tract;
THENCE, through in part the interior of said 425.540 acre tract, and in part of said 71.110 acre
tract, the following thirty-nine (39) courses:
1) N 02°21'13" W for a distance of 2,091.14 feet to a calculated point, this course being
25.00 feet easterly and parallel with the common boundary line of said 75.074 acre tract
and said 425.540 acre tract;
2) N 55°37'01" E for a distance of 282.12 feet to a calculated point;
3) N 56°13'45" E for distance of 71.88 feet to a calculated point;
4) N 58°44'08" E for distance of 68.00 feet to a calculated point;
5) N 67°43'00" E for distance of 35.12 feet to a calculated point;
6) N 63°58'37" E for distance of 68.63 feet to a calculated point;
7) N 61°27'27" E for distance of 49.48 feet to a calculated point;
PARCEL 2 Page 2 of 8
RECLAIMED WATERLINE
8) N 57°54'31" E for distance of 738.43 feet to a calculated point;
9) N 86°08'08"E for a distance of 98.40 feet to a calculated point;
10) N 49°59'11"E for a distance of 44.79 feet to a calculated point;
11) N 00°10'59"E for a distance of 261.11 feet to a calculated point;
12) N 86°22'38"E for a distance of 259.75 feet to a calculated point, being the
beginning of a curve to the left;
13) Along said curve to the left, having a delta angle of 98°37'34", a radius of 375.45 feet,
an arc length of 646.29 feet, and a chord which bears N 27°3019" E for a distance of
569.40 feet to a calculated point;
14) N 23°20'41" W for a distance of 144.86 feet to a calculated point;
15) N 66°39'19" E for a distance of 20.00 feet to a calculated point, being the most
northeast corner hereof;
16) S 23°20'41" E for a distance of 145.13 feet to a calculated point, being the beginning of
a curve to the right;
17) Along said curve to the right, having a delta angle of 98°54'39", a radius of 395.45 feet,
an arc length of 682.68 feet, and a chord which bears S 27°36'30" W for a distance of
601.01 feet to a calculated point;
18) S 86°22'38" W for a distance of 242.69 feet to a calculated point;
19) S 00°10'59" W for a distance of 251.68 feet to a calculated point;
20) S 49°59'11" W for a distance of 60.60 feet to a calculated point;
21) S 86°08'08" W for a distance of 99.90 feet to a calculated point;
22) S 57°54'31" W for a distance of 734.02 feet to a calculated point;
23) S 61°27'27" W for a distance of 50.54 feet to a calculated point;
24) S 63°58'37" W for a distance of 69.73 feet to a calculated point;
25) S 67°43'00" W for a distance of 34.20 feet to a calculated point;
26) S 58°44'08" W for a distance of 66.00 feet to a calculated point;
27) S 56°13'45" W for a distance of 71.34 feet to a calculated point;
28) S 55°37'01" W for a distance of 270.94 feet to a calculated point;
PARCEL 2 Page 3 of 8
RECLAIMED WATERLINE
29) S 02°21'13" E for a distance of 2,076.86 feet to a calculated point, and being 45.00 feet
easterly and parallel with the common boundary line of said 75.074 acre tract and said
425.540 acre tract;
30) S 20°34'01" E for a distance of 507.95 feet to a calculated point;
31) S 27°31'38" W for a distance of 147.49 feet to a calculated point;
32) S 47°05'20" W for a distance of 37.64 feet to a calculated point;
33) S 58°35'50" W for a distance of 50.71 feet to a calculated point;
34) S 54°39'51" W for a distance of 82.28 feet to a calculated point;
35) S 67°15'33" W for a distance of 485.59 feet to a calculated point;
36) S 22°44'45" E for a distance of 82.36 feet to a calculated point;
37) S 64°44'59" W for a distance of 220.75 feet to a calculated point;
38) S 25°15'04" E for a distance of 773.25 feet to a calculated point;
39) S 22°06'06" W for a distance of 357.72 feet to a calculated point in the northerly
boundary line of Lot 3, Block A, of Round Rock Express Subdivision, Section One, as
recorded in Cabinet S, Slides 156-160, of the Plat Records of Williamson County, Texas,
being the southerly boundary line of said 71.110 acre tract, being the most southeast
corner hereof;
40) THENCE, with the southerly boundary line of said 71.110 acre tract, same being the
northerly boundary line of said Lot 3, N 61°35'40" W for a distance of 20.12 feet to a
calculated point, being the most southwest corner hereof;
THENCE, departing the northerly boundary line of said Lot 3, through in part the interior of said
425.540 acre tract, and in part of said 71.110 acre tract, the following ten (10) courses:
41) N 22°06'06" E for a distance of 346.75 feet to a calculated point;
42) N 25°15'04" W for a distance of 784.48 feet to a calculated point;
43) N 64°44'59" E for a distance of 221.60 feet to a calculated point;
44) N 22°44'45" W for a distance of 83.21 feet to a calculated point;
45) N 67°15'33" E for a distance of 503.39 feet to a calculated point;
46) N 54°39'51" E for a distance of 80.76 feet to a calculated point;
47) N 58°35'50" E for a distance of 49.38 feet to a calculated point;
48) N 47°05'20" E for a distance of 32.18 feet to a calculated point;
PARCEL 2 Page 4 of 8
RECLAIMED WATERLINE
49) N 27°31'38" E for a distance of 135.12 feet to a calculated point;
50) N 20°34'01" W for a distance of 502.23 feet to the POINT OF BEGINNING, containing
3.489 acres (151,961 square feet) of land, more or less.
NOTE: There is also a 50 foot wide Temporary Construction Easement east and south of,
adjacent to and parallel with Calls 16 through 29, 37 through 39, and with the first 48 feet of call
30, additionally west and north of, adjacent to and parallel with Calls 45 through 50, of the
above description and as shown on the accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Stephen 'Irruesdale v
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L.P.
1504 Chisholm Trail Road
Suite 103
Round Rock, TX 78681
512-238-1200
k(IX:0/
Date
EXHIBIT
100
0
100
200
SCALE 1" = 200'
PLAT TO ACCOMPANY DESCRIPTION
PROPOSED 50' WIDE g` /
TEMPORARY CONSTRUCTION / 03j /
EASEMENT
"i°
�S�
6\q� a9y50
3
/6'ctolzh
53
�
``2.0
\N
3.489 ACRES \
151,961 SO. FT. O• \Ps \
C/TY OF ROUND ROCK, TEXAS
(7/. 110 AC.)
VOL. /760, P6 475
O.R.WC.1:
LINE TABLE
NO.
BEARING
DISTANCE
L20
8 27031138" W
147.49'
L21
S 47°05'20" W
37.64'
L22
S 58°35'50" W
50.71'
L23
S 54°39'51" W
82.28'
L24
S 22°44'45" E
82.36'
L25
S 64°44'59" W
220.75'
L26
N 61°35140" W
20.12'
L27
N 64°44'59" E
221.60'
L28
N 22°44'45" W
83.21'
L29
N 54°39'51" E
80.761
L30
N 58°35150" E
49.38'
L31
N 47°05'20" E
32.18'
L32
N 27°31'38" E
135.12'
Aa
\\
f.
0)N50' WIDE
TEMPORARYECONSTRUCTION \\\\ \\
EASEMENT
tF
N
(4�^
(p/t3,M /
Zn//o /
/
Lor 3 .
BLOCK 'A'
ROUND ROCK EXPRESS
SUBDIVISION. SECTION ONE
CAB. S. SLO. 156-160 �s
P.R.W.C.T.
SEE PAGE 6
/ 41/0
C/TY OF ROUND ROCK, TEXAS
TRACT /
(425.540 AC.)
VOL. 1760, P6. 45/
O.R. W.C.T
LEGEND
60D NAIL FNO
CALCULATED POINT
CAPPED IRON ROD FOUND
IRON ROD FOUND W/ CITY OF
ROUND ROCK ALUMINUM CAP
PROPERTY LINE
OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
0.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
P.R.W.C.T. PLAT RECORDS
WILLIAMSON COUNTY, TEXAS
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
P11. (512)238-1200, PAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 5 OF 8
EXHIBIT
PLAT TO ACCOMPANY DESCRIPTION
CITY OF ROUND ROCK
(75,074 AC.)
DOC. NO. 2004059024
0.P.R.W.C.T.
PROPOSED 50' WIDE I
TEMPORARY CONSTRUCTION
EASEMENT
C/TY OF ROUND ROCK, TEXAS
(7/. //0 AC.)
VOL. /760, PG 475
O.R,W..C.T.
SEE PAGE 7
re)
0
N
0
2
to
N
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
100
O
100
200
CITY OF ROUND ROCK, TEXAS
TRACT /
(425.540 AC.)
VOL. /760, PG. 45/
0.R.)VC.T.
1
1
1
3.489 ACRES
151,961 SO. FT.
SCALE 1" = 200'
HO
SURVEY
RV"
N� 17
4"J1LA SSTRA�
APPRoVI+yLe Agag:_f LAE
SEE DETAIL
`N
`
oA�
�_
o„ 4
\, NO
N- 2a
SEE PAGE 5
DETAIL
N.T.S.
ER SUR2
p.A97
ypAG��O
AB R
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH. (512) 238-1200. FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 6 OF 8
EXHIBI T
100 0
100
200
SCALE I" = 200'
CHAMPION-MEIER ASSETS. LTD.
(REMAINDER OF 75.876 AC.)
DOC. NO. 2001016161
0.P.R.W.C.T.
—
PLAT TO ACCOMPANY DESCRIPTION
3.489 ACRES
151,961 SQ. FT.
CITY OF ROUND ROCK
(75.074 AC.)
DOC. NO. 2004059024
0.P.R.W.C.T.
SEE PAGE 6
L6
`i �ZSv-
�AQ�//L14 /
Y5 ° a�2
51,0 /
SEE AG1
col IN I
111_1
II 1
A
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
J
CITY OF ROUND ROCK, TEXASTRACT I
i
VOL. /760, PS. 25.540 C45/ H0 6,.) 173
o.R w.c. rt�l� ,ID RAS T D
A
LINE TABLE
NO.
BEARING
DISTANCE
LI
N 56°13'45" E
71.88'
L2
N 58°44'08" E
68.00'
L3
N 67°43'00' E
35.12'
L4
N 63°58'37" E
68.63'
L5
N 61°27'27" E
49.48'
L6
N 86°08'08" E
98.40'
L7
N 49°59'11" E
44.79'
L8
N 00°I0'59" £
261.11'
L12
S 00°10'59" W
251.68'
L13
S 49°59'11' W
60.60'
LI4
S 86°08'08" W
99.90'
LI5
S 61027127" W
50.54'
L16
S 63058137" W
69.73'
LI7
S 67°43'00" W
34.20'
L18
S 58°44408" W
66.00'
L19
S 56°13'45" W
71.34'
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 7 OF' 8
EXHIBI T
100
0
100
PLAT TO ACCOMPANY DESCRIPTION
(R.O.W. WIDTH VARIES)
EXISTING C.R. 113 - KIPHEiv ROAD
200
J
SCALE I„ = 200'
EXISTING R.O.W.
DCt0TI No UREY
,
WILL t35TRAC
C/TY OF ROUND ROCK, TEXAS
TRACT t
(425.540 AC)
VOL. /760, PG. 451
O.R.W.CT.
CURVE TABLE
NO.
DELTA ANGLE
RADIUS
LENGTH
CHORD
CHORD BEARING
CI
98°37'34"
375.45'
646.29'
569.40'
N 27°30'19" E
C2
98°54'39"
395.45'
682.68'
601.01'
S 27°36'30' W
LINE TABLE
NO.
BEARING
DISTANCE
L8
N 00°10'59" E
261.11'
L9
N 23°20'41" W
144.86'
1.10
N 66°39'19" E
20.00'
LII
S 23°20'41" E
145.13'
LI2
$ 00°10'59" W
251.68'
259.75' „
N 86°22 38E
T6'4. -411£31r7
It=I�.
NOTES:
3.489 ACRES / /
151,961 SQ. FT. l
/
SEE PAGE 7
I) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00012
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT THAT
ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
11
M.'STEPHE'N 7RUESDbLE i �—C 0/ 0
DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
1504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX 78681
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, D(. 78681
Pit (512)238-1200, FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 8 OF 8
Title:
Date: 11-23-2010
Scale: 1 inch = 2000 feet
File: HDR-RWL-parce1-2-Field-ADJ-Sketch2.des
Tract 1: 3.489 Acres: 151961 Sq Feet:
001=NO2.2113W 2091.14
002=N55.3701E 282.12
003=N56.1345E 71.88
004=N58.4408E 68.00
005=N67.4300E 35.12
006=N63.5837E 68.63
007=N61.2727E 49.48
008=N57.5431E 738.43
009=N86.0808E 98.40
010=N49.5911E 44.79
011=N00.1059E 261.11
012=N86.2238E 259.75
013: L411-.375.45, An -646,29, Dela-98.3734
ting-N127.3019E, Cbd#569.40
014=N23.2041W 144.86
015=N66.3919E 20.00
016=S23.2041E 145.13
017: Rt R-395.45, An: -632.68, Delta -99.5439
ling-S27.3630N', CM -601.01
Closure = n30.0108e 0.02 Feet: Precision =1/683676:
018=S86.2238W 242.69
019=S00.1059W 251.68
020=S49.5911 W 60.60
021=S86.0808W 99.90
022=S57.5431 W 734.02
023=S61.2727W 50.54
024=S63.5837W 69.73
025=S67.4300W 34.20
026=S58.4408W 66.00
027=S56.1345W 71.34
028=S55.3701W 270.94
029=S02.2113E 2076.86
030=S20.3401E 507.95
031=S27.3138W 147.49
032=S47.0520W 37.64
033=S58.3550W 50.71
034=S54.3951 W 82.28
Perimeter = 15241 Feet
035=S67.1533W 485.59
036=S22.4445E 82.36
037=S64.4459W 220.75
038=S25.1504E 773.25
039=S22.0606W 357.72
040=1461.3540W 20.12
041=N22.0606E 346.75
042=N25.1504W 784.48
043=N64.4459E 221.60
044=N22.4445W 83.21
045=N67.1533E 503.39
046=N54.3951E 80.76
047=N58.3550E 49.38
048=N47.0520E 32.18
049=N27.3138E 135.12
050=N20.3401 W 502.23
Title:
Date: 11-24-2010
Scale: 1 inch = 2000 feet
File: HDR-RWL-parcel-2-Field-ADJ-Desc2.des
Tract 1: 3.489 Acres: 151961 Sq Feet: Closure = n30.0108e 0.02 Feet: Precision =1/683676: Perimeter = 15241 Feet
001=n02.2113w 2091.14
002=n55,3701e 282.12
003=n56.1345e 71.88
004=n58.4408e 68.00
005=n67.4300e 35.12
006=n63.5837e 68,63
007=n61.2727e 49.48
008=n57.5431 e 738.43
009=n86.0808e 98.40
010=n49.591 l e 44.79
011=n00.1059e 261.11
012=n86.2238e 259.75
013: Lt Rr375.45, Are=46.29, Daa=OS.3734
Dng-nd7.3019z, Chr'569A0
014=n23.2041w 144.86
015-n66.3919e 20.00
016=523.2041e 145.13
017: Rt. R=395A5. Arc -682.63, Delt e-98.5439
Dng=s27,3630w. Chd�01.01
018=s86.2238w 242.69
019= s00.1059w 251.68
020=549.5911 w 60.60
021=586.0808w 99.90
022=s57.5431w 734.02
023=s61.2727w 50.54
024=s63.5837w 69.73
025=s67.4300w 34.20
026=558.4408w 66.00
027=556.1345w 71.34
028=s55,3701w 270.94
029=s02,2113e 2076,86
030=s20.3401e 507.95
031=527.3138w 147.49
032=547.0520w 37.64
033=558.3550w 50.71
034=s54.3951w 82.28
035-567.1533w 485.59
036=s22.4445c 82,36
037=s64.4459w 220.75
038=s25.1504e 773.25
039=s22.0606w 357.72
040=n61.3540w 20.12
041=n22.0606e 346.75
042=n25.1504w 784.48
043=n64.4459e 221.60
044=n22.4445w 83.21
045=n67.I533e 503.39
046=n54.3951e 80.76
047=n58.3550e 49.38
048=n47.0520e 32.18
049=n27.3138e 135.12
050=n20.3401w 502.23
RECORDED
DOCUMENT
FOLLOWS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllilllllll
12 PGS
DECLARATION OF REUSE WATER LINE EASEMENT
Old Settlers Park Project
THE STATE OF TEXAS
§ KNOW ALL PERSONS BY THESE PRESENTS:
COUNTY OF WILLIAMSON
2011015541
That the CITY OF ROUND ROCK, a Texas home -rule municipal corporation (hereinafter
called the "Declarant") has executed this Declaration of Reuse Water Line Easement for the purpose of
establishing the following exclusive easement in and under the following described property in
Williamson County, Texas, to -wit:
See Exhibit "A" describing a 3.489 acre (151,961 square foot) tract of land situated in the
P. A. Holder Survey, Abstract No. 297 and the Willis Donaho Survey, Abstract No. 173,
in Williamson County, Texas, being a portion of a 425.540 acre tract of land (Tract 1)
conveyed to the City of Round Rock, Texas by instrument recorded in Volume 1760,
Page 451 of the Official Records of Williamson County, Texas, same being a portion of
that called 71.110 acre tract of land conveyed to the City of Round Rock, Texas, by
instrument recorded in Volume 1760, Page 475, of the Official records of Williamson
County, Texas, said 3.489 acre (151,961 square foot) tract of land being more particularly
described by metes and bounds in Exhibit "A" attached hereto; and
It is further declared that there shall exist a non-exclusive right to temporarily use the
property adjacent to the boundary of the easement area and as described within Exhibit A
and as shown on the sketches which accompany Exhibit A as may be reasonably
necessary to construct and install the water line facilities described below. Upon
completion of the construction and installation this temporary construction area shall be
returned to the same or substantially similar condition as existed prior to the installation
activities.
The aforementioned described property is hereinafter referred to as the "Easement".
The Easement, rights, and privileges hereby created shall be used solely for the purpose of
placing, constructing operating, repairing, maintaining, rebuilding, replacing, relocating, and removing a
reuse water line with all necessary conduits, casing, valves, manholes, ventilators, and appurtenances.
Except as otherwise stated, the Easement and other rights and privileges hereby created shall be perpetual.
The benefits and obligations of the Easement created herein shall constitute benefits and
servitudes running with the land.
This Declaration maylbe modified, amended,nnor terminated by Declarant.
EXECUTED this )44' day of friaitek , 2011.
OM- I I -03-OSI
00215396.0OC
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
DECLARANT:
CITY OF ROUND ROCK, TEXAS
By:
Steve Norwood, P.E.
City Manager
ACKNOWLEDGMENT
§
§
§
KNOW ALL BY THESE PRESENTS:
This instrument was acknowledged before me thisday of4.
, 2011, by Steve
Norwood, City Manager for the CITY OF ROUND ROCK, Williamson County, Texas, known by me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of and on behalf of said entity and in the capacity and for the
purposes and consideration therein expressed.
PREPARED IN THE OFFICE OF:
Sheets & Crossfiled, P.C.
309 E. Main Street
Round Rock, TX 78664
AFTER RECORDING RETURN TO:
Sheets & Crossfiled, P.C.
309 E. Main Street
Round Rock, TX 78664
2
N\s?t:t.iilro--)
Notary Public] S'te of
Texas
PARCEL 2 Page 1 of 8
RECLAIMED WATERLINE
EXHIBIT
PROPERTY DESCRIPTION FOR PARCEL 2
DESCRIPTION OF A 3.489 ACRE (151,961 SQUARE FOOT),
TRACT OF LAND SITUATED IN THE P. A. HOLDER SURVEY,
ABSTRACT NO. 297 AND THE WILLIS DONAHO SURVEY,
ABSTRACT NO. 173, IN WILLIAMSON COUNTY, TEXAS, BEING
A PORTION OF A 425.540 ACRE TRACT OF LAND (TRACT 1)
CONVEYED TO THE CITY OF ROUND ROCK, TEXAS BY
INSTRUMENT RECORDED IN VOUME 1760, PAGE 451 OF
THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAME BEING A PORTION OF THAT CALLED 71.110 ACRE
TRACT OF LAND CONVEYED TO THE CITY OF ROUND ROCK,
TEXAS, BY INSTRUMENT RECORDED IN VOLUME 1760,
PAGE 475, OF THE OFFICIAL RECORDS OF WILLIAMSON
COUNTY, TEXAS, SAID 3.489 ACRE (151,961 SQUARE FOOT)
TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a concrete monument found for the southeast corner of a
75.074 acre tract of land conveyed to City of Round Rock, Texas by instrument recorded in
Document No. 2004059024 of the Official Public Records of Williamson County, Texas, same
being an interior ell corner in the westerly boundary line of said 425.540 acre tract;
THENCE, S 20°34'01" E at a distance of 80.31 feet to a calculated point, the grid coordinates
of said point for this description being determined as Northing=10168802.08,
Easting=3147716.84, TXSPC Zone 4203, same being in the interior of said 425.540 acre tract,
and POINT OF BEGINNING of the herein described tract;
THENCE, through in part the interior of said 425.540 acre tract, and in
tract, the following thirty-nine (39) courses:
1) N 02°21'13" W for a distance of 2,091.14 feet to a calculated
25.00 feet easterly and parallel with the common boundary line
and said 425.540 acre tract;
part of said 71.110 acre
point, this course being
of said 75.074 acre tract
2) N 55°37'01" E for a distance of 282.12 feet to a calculated point;
3) N 56°13'45" E for distance of 71.88 feet to a calculated point;
4) N 58°44'08" E for distance of 68.00 feet to a calculated point;
5) N 67°43'00" E for distance of 35.12 feet to a calculated point;
6) N 63°58'37" E for distance of 68.63 feet to a calculated point;
7) N 61°27'27" E for distance of 49.48 feet to a calculated point;
PARCEL 2 Page 2 of 8
RECLAIMED WATERLINE
8) N 57°54'31" E for distance of 738.43 feet to a calculated point;
9) N 86°08'08"E for a distance of 98.40 feet to a calculated point;
10) N 49°59'11"E for a distance of 44.79 feet to a calculated point;
11) N 00010'59"E for a distance of 261.11 feet to a calculated point;
12) N 86°22'38"E for a distance of 259.75 feet to a calculated point, being the
beginning of a curve to the left;
13)Along said curve to the left, having a delta angle of 98°37'34", a radius of 375.45 feet,
an arc length of 646.29 feet, and a chord which bears N 27°30'19" E for a distance of
569.40 feet to a calculated point;
14) N 23°20'41" W for a distance of 144.86 feet to a calculated point;
15) N 66°3919" E for a distance of 20.00 feet to a calculated point, being the most
northeast corner hereof;
16) S 23°20'41" E for a distance of 145.13 feet to a calculated point, being the beginning of
a curve to the right;
17) Along said curve to the right, having a delta angle of 98°54'39", a radius of 395.45 feet,
an arc length of 682.68 feet, and a chord which bears S 27°36'30" W for a distance of
601.01 feet to a calculated point;
18) S 86°22'38" W for a distance of 242.69 feet to a calculated point;
19) S 00°10'59" W for a distance of 251.68 feet to a calculated point;
20) S 49°59'11" W for a distance of 60.60 feet to a calculated point;
21) S 86°08'08" W for a distance of 99.90 feet to a calculated point;
22) S 57°54'31" W for a distance of 734.02 feet to a calculated point;
23) S 61°27'27" W for a distance of 50.54 feet to a calculated point;
24) S 63°58'37" W for a distance of 69.73 feet to a calculated point;
25) S 67°43'00" W for a distance of 34.20 feet to a calculated point;
26) S 58°44'08" W for a distance of 66.00 feet to a calculated point;
27) S 56°13'45" W for a distance of 71.34 feet to a calculated point;
28) S 55°37'01" W for a distance of 270.94 feet to a calculated point;
PARCEL 2 Page 3 of 8
RECLAIMED WATERLINE
29) S 02°21'13" E for a distance of 2,076.86 feet to a calculated point, and being 45.00 feet
easterly and parallel with the common boundary line of said 75.074 acre tract and said
425.540 acre tract;
30) S 20°34'01" E for a distance of 507.95 feet to a calculated point;
31) S 27°31'38" W for a distance of 147.49 feet to a calculated point;
32) S 47°05'20" W for a distance of 37.64 feet to a calculated point;
33) S 58°35'50" W for a distance of 50.71 feet to a calculated point;
34) S 54°39'51" W for a distance of 82.28 feet to a calculated point;
35) S 67°15'33" W for a distance of 485.59 feet to a calculated point;
36) S 22°44'45" E for a distance of 82.36 feet to a calculated point;
37) S 64°44'59" W for a distance of 220.75 feet to a calculated point;
38) S 25°15'04" E for a distance of 773.25 feet to a calculated point;
39) S 22°06'06" W for a distance of 357.72 feet to a calculated point in the northerly
boundary line of Lot 3, Block A, of Round Rock Express Subdivision, Section One, as
recorded in Cabinet S, Slides 156-160, of the Plat Records of Williamson County, Texas,
being the southerly boundary line of said 71,110 acre tract, being the most southeast
corner hereof;
40) THENCE, with the southerly boundary line of said 71.110 acre tract, same being the
northerly boundary line of said Lot 3, N 61°35'40" W for a distance of 20.12 feet to a
calculated point, being the most southwest corner hereof;
THENCE, departing the northerly boundary line of said Lot 3, through in part the interior of said
425.540 acre tract, and in part of said 71.110 acre tract, the following ten (10) courses:
41) N 22°06'06" E for a distance of 346.75 feet to a calculated point;
42) N 25°15'04" W for a distance of 784.48 feet to a calculated point;
43) N 64°44'59" E for a distance of 221.60 feet to a calculated point;
44) N 22°44'45" W for a distance of 83.21 feet to a calculated point;
45) N 67°15'33" E for a distance of 503.39 feet to a calculated point;
46) N 54°39'51" E for a distance of 80.76 feet to a calculated point;
47) N 58°35'50" E for a distance of 49.38 feet to a calculated point;
48) N 47°05'20" E for a distance of 32.18 feet to a calculated point;
PARCEL 2 Page 4 of 8
RECLAIMED WATERLINE
49) N 27°31'38" E for a distance of 135.12 feet to a calculated point;
50) N 20°34'01" W for a distance of 502.23 feet to the POINT OF BEGINNING, containing
3.489 acres (151,961 square feet) of land, more or less.
NOTE: There is also a 50 foot wide Temporary Construction Easement east and south of,
adjacent to and parallel with Calls 16 through 29, 37 through 39, and with the first 48 feet of call
30, additionally west and north of, adjacent to and parallel with Calls 45 through 50, of the
above description and as shown on the accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and 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.
1504 Chisholm Trail Road
Suite 103
Round Rock, TX 78681
512-238-1200
6-2 koz970
Date
EXHIBIT
100
0
100
200
SCALE 1" = 200'
5UPV1Y
N LD N519- 2
P-A�STA
PLAT TO ACCOMPANY DESCRIPTION
/ vrrt�oJ
..•••
/�3
PROPOSED 50' WIDE / / aj` . 00./
TEMPORARY CONSTRUCTION..., / p3 /
EASEMENT
0.
N6 0- tw 59 II
3.489 ACRES s� �o \
151,961 SQ. FT. Qt `P,
\ V",
0.11/4
- \PROPOS\\
50' WIDE
TEMPORARYED CONSTRUCTION\\`\ \\
EASEMENT
44/ N
p/ki /
4///M°' /
t /t* /
Vie /
(V /47 /
LOT 3
BLOCK 'A' /�
� /
ROCK EXPRESS
C/TY OF ROUND ROCK, TExas
(71 //0 AC.)
VOL. /760, P6 475
O.R. W.C.T.
LINE TABLE
NO.
BEARING
DISTANCE
L20
S 27°31'38" W
147.49'
L21
S 47°05'20" W
37.64'
L22
S 58°35150" W
50.71'
L23
S 54°39'51" W
82.28'
L24
S 22°44'45" E
82.36'
L25
S 64°44'59" W
220.75'
L26
N 6I°35'40" W
20.12'
L27
N 64°44'59" E
221.60'
L28
N 22°44'45" W
83.21'
L29
N 54°39'51" E
80.76'
L30
N 58°35'50" E
49.38'
L31
N 47°05'20" E
32.18'
L32
N 27°31'38" E
135.12'
ROUND
SUBDIVISION. , OE 156-160NE <'0
P.R.W.C.T.
SEE PAGE 6
/ 'j1//ti
141
C/TY OF ROUND ROCK, TEXAS
TRACT
(425.540 AC.)
VOL. 1760, P6. 45/
0.R.W.C.T.
LEGEND
• 60D NAIL FND
CALCULATED POINT
® CAPPED IRON ROD FOUND
O IRON ROD FOUND W/ CITY OF
ROUND ROCK ALUMINUM CAP
PROPERTY LINE
O.R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY. TEXAS
0.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
P.R.W.C.T. PLAT RECORDS
WILLIAMSON COUNTY, TEXAS
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH,{512)238-1200,FAX1512)238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 5 OF 8
EXHIBIT
PLAT TO ACCOMPANY DESCRIPTION
CITY OF ROUND ROCK
(75.074 AC.)
DOC. NO. 2004059024
0.P.R.W.C.T.
PROPOSED 50' WIDE I
TEMPORARY CONSTRUCTION
EASEMENT
C/TY OF ROUND ROCK, TEXAS I
(71 //O AC.)
VOL. 1760, P6. 475
O.R.WSC.T.
SEE PAGE 7
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
100
0
100
200
C/TY OF ROUND ROCK, TEXAS
TRACT /
(425.540 AC.)
VOL. /760, PG. 45/
O.R. W. C. T.
3.489 ACRES
151,961 SQ. FT.
SCALE I" = 200'
AHO O0R VEY
W►L A ssTRAOtiOT N
2LIOTTHIATI SURVEY INE
SEE DETAIL
\
t. \Oo
\w\is.
""3
'
\ o„a
\ %AL,- 2o'
\ �\
i
SEE PAGE 5
DETAIL
N.T.S.
LEOER �R2g7
PASRA�N
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 6 OF 8
EXHIBIT
100 0
100
200
SCALE 111 ° 2001
CHAMPION-MEIER ASSETS, LTD.
(REMAINOER OF 75.876 AC.)
DOC. NO. 2001016161
0.P.R.W.C.T.
PLAT TO ACCOMPANY DESCRIPTION
20' +
i// -gt%
/ /
3.489 ACRES 1 I
151,961 SQ. FT. II
k�l I
I
,1
CIS
CITY OF ROUND ROCK MI M
(75.074 AC.1 r[�o, r -
DOC. NO. 2004059024 iM
0.P.R.W.C.T. IN
eo
1z4:
SEE PAGE 6
SEEPAGE
I
icu
JI IJ 1
`.`
3 J
,I)/
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
CITY' OF ROUND ROCK, TEXAS
TRACT i
VOL. /760, P6.C45/ AHO 0, 1 -
O.R.K!C.T.t�I-
,BSrRA-T
A
LINE TABLE
NO.
BEARING
DISTANCE
LI
N 56°13'45" E
71.88'
L2
N 58°44'08° E
68.00'
L3
N 67°43'00' E
35.12'
L4
N 63°58'37° E
68.63'
L5
N 61°27127" E
49.48'
L6
N 86°08'08" E
98.40'
L7
N 49°59111" E
44.79'
L8
N 00010159" E
261.11'
LI2
S 00°10'59° W
251.68'
LI3
S 49°59'11' W
60.60'
L14
S 86°08'08° W
99.90'
L15
S 61°27'27" W
50.54'
L16
S 63°58'37" W
69.73'
LIT
S 67°43'00" W
34.20'
L18
S 58044108" W
66.00'
LI9
S 56°13'45" W
71.34'
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 7 OF 8
EXHIBI T
100
0
100
PLAT TO ACCOMPANY DESCRIPTION
(R.O.W. WIDTH VARIES)
EX1S t ING C.R. 113 - KIPHEiv ROAD
200
SCALE I" = 200'
EXISTING R.O.W.
stiagY
(INAT No• 11
Vll>STRAG
C/TY OF ROUND ROCK, TEXAS
TRACT /
(425.540 AC.)
VOL. /760, PG. 451
0.R.W.C. T.
CURVE TABLE
NO.
DELTA ANGLE
RADIUS
LENGTH
CHORD
CHORD BEARING
CI
98°37'34"
375.45'
646.29'
569.40'
N 27°30'19° E
C2
98°54'39"
395.45'
682.68'
601.01'
S 27°36'30" W
LINE TABLE
NO.
BEARING
DISTANCE
L8
N 00°10'59" E
261.11'
L9
N 23°20'4I" W
144.86'
LIO
N 66°39'19" E
20.00'
LII
S 23°20'41" E
145.13'
L12
S 00°10'59° W
251.68'
259.75'
N 86°2238 E
�1 g8 4119
NOTES: 1�i'
'
SEE PAGE 7
1) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00012
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT THAT
ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
tut c)-' 41;c zoro
M.'STEPHN TRUESDALE DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
1504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX 78681
3.489 ACRES /
151,961 SQ. FT./ /
(At, /
rYf /
PROPOSED 50' WIDE
TEMPORARY CONSTRUCTION
EASEMENT
1NLAN IC)
GEODETICS
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, D(. 78681
PH. (S12) 238-1200, FAX (512) 238-1251
PARCEL 2
3.489 ACRES
151,961 SQUARE FEET
PAGE 8 OF 8
Title:
Date: 11-23-2010
Scale: 1 inch = 2000 feet
File: HDR-RWL-parce1-2-Field-ADJ-Sketch2.des
Tract 1: 3.489 Acres: 151961 Sq Feet: Closure = n30.0108e 0.02 Feet: Precision =1/683676: Perimeter = 15241 Feet
001=NO2.2113W 2091.14
002=N55.3701E 282.12
003=N56.1345E 71.88
004=N58.4408E 68.00
005=N67.4300E 35.12
006-N63.5837E 68.63
007=N61.2727E 49.48
008=N57.5431E 738.43
009=N86.0808E 98.40
010=N49.5911 E 44.79
011=N00.1059E 261.11
012=N86.2238E 259.75
013: Lt, R=375.45 An -616.29, D lta=98.3734
nng•N27.30I9E, Chd-569.40
014-N23.2041W 144.86
015=N66.3919E 20.00
016=S23.2041E 145.13
017: Rt, R-395.45, An -Y632.68, Delta -98.5439
13ng-S27.3630W, Chd-601.01
018=S86.2238W 242.69
019=S00.1059W 251.68
020-549.5911 W 60.60
021=S86.0808W 99.90
022 =S57.5431 W 734.02
023=S61.2727W 50.54
024=S63.5837W 69.73
025=S67.4300W 34.20
026=S58.4408W 66.00
027=556.1345 W 71.34
028=S55.3701W 270.94
029=S02.2113E 2076.86
030=S20.3401E 507.95
031=S27.3138W 147.49
032=S47.0520W 37.64
033=S58.3550W 50.71
034=554.3951 W 82.28
035=S67.1533W 485.59
036=S22.4445E 82.36
037=S64.4459W 220.75
038=S25.1504E 773.25
039=S22.0606W 357.72
040=N61.3540W 20.12
041=N22.0606E 346.75
042=N25.1504W 784.48
043=N64.4459E 221.60
044=N22.4445W 83.21
045=N67.1533E 503.39
046=N54.3951E 80.76
047=N58.3550E 49.38
048=N47.0520E 32.18
049=N27.3138E 135.12
050=N20.3401 W 502.23
Title:
Date: 11-24-2010
Scale: 1 inch = 2000 feet
File: HDR-RWL-parce1-2-Field-ADJ-Desc2.des
Tract 1: 3.489 Acres: 151961 Sq
001=n02.2113w 2091.14
002=n55.3701e 282.12
003-n56.1345e 71.88
004-n58.4408e 68.00
005=n67.4300e 35.12
006=n63.5837e 68.63
007=n61.2727e 49.48
008=n57.5431e 738.43
009=n86.0808e 98.40
010=n49.5911 e 44.79
011=n00.1059e 261.11
012=n86.2238e 259.75
013: Lt, R-375.45, Arc:46.29, Delta -98.3734
Born27.3019e, 01569.40
014=n23,2041w 144.86
015=n66.3919e 20.00
0I6=s23.2041e 145.13
017: Rt. R-395.45, Arca682.68, Delta -98.5439
13ng-s27.3630w, Chd=01.0i
Feet: Closure = n30.0108e 0.02 Feet: Precision =1/683676: Perimeter = 15241 Feet
018=s86.2238w 242.69
019=s00.1059w 251.68
020=s49.5911w 60.60
021=s86.0808w 99.90
022=s57.5431w 734.02
023=s61.2727w 50.54
024=s63.5837w 69.73
025=567.4300w 34.20
026=s58.4408w 66.00
027=556.1345w 71.34
028=s55.3701w 270.94
029=s02,2113e 2076.86
030=s20,3401e 507.95
031=527.3138w 147.49
032=s47.0520w 37.64
033=s58.3550w 50.71
034=s54.3951w 82.28
035=s67.1533w 485.59
036=s22.4445e 82.36
037=s64.4459w 220.75
038=s25.1504e 773.25
039=522.0606w 357.72
040=n61.3540w 20.12
041=n22.0606e 346.75
042=n25.1504w 784.48
043=n64.4459e 221.60
044=n22.4445w 83.21
045=n67.1533e 503.39
046=n54.3951e 80.76
047=n58.3550e 49.38
048=n47.0520e 32.18
049=n27.3138e 135.12
050=n20.3401w 502.23
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FILED AND RECORDED
OFFICIAL PUBLIC RECORDS 2011015541
E.�oN.
03/08/2011 03:01 PM
KFOSTER $60.00
NANCY E. RISTER, COUNTY CLERK
WILLIAMSON COUNTY, TEXAS