CM-2019-0317 - 10/18/2019ELECTRONICALLY RECORDED 2019100934
Williamson County, Texas Total Pages: 10
N I I I DrAll D10 131
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
0 *14 W
all P_
Texas ("easement"), encumbering the below -described property, to -wit:
7 Aft 14 A ig�,WV& _U%M i�.%- F A 4VAVA�TNN�TW "TM -r, i I a!A
This instrument is given specifically to release the described said easement to the extent Releasor
is Grantee of said easement, which easement is terminated by abandonment, termination, vacation, and
cessation of purpose, and which said easement wi I I be of no further effect, whether legal or equitable.
IN WITNES EFREOF, the City of Round Rock, Texas has caused this instrument to be
a)
this the ay of the month of 2019.
executed on !M
W 1110 ELM al tsto IF;.k ty Manager"
�0, 2ael, d3l,7
00432812
EVAC 1909-0003 Averift Express
FIT@] :40[61mg kgadw-n"
0 v It tow"I AN v DKII a 115UM
2019100934 Page 2 of 10
I
his instrument was acknowledged before me on this the LYday of the month of
2019, by Laurie Hadley, City Manager for the City of Round Rock, Texas in the capacity
and for the purposes and consideration therein expressed.
OW 1:1 t1:0.1401111 v Q Eel WN
Public, State
N
2019100934 Page 3 of 10
j b .
ft a Mum "J.M
.@ TI—xM77MIRM,
line of this casement, the following nine (9) courser
1. S60'l 0'29"W a disiancc or 57.81 feet to a calculated point set for an angle corner ofsald
outer casement finc;
2. S21004'51,E a distance of'59.73 feet to a calculated point set for an angle comer or said
outer casement line;
3. S23055'10"W a distance of 314.99 feet to it calcuilated point set for an angle comer of
said outer casement line;
4. S6lr55'10"W a distance or 363.63 feet to a calculated point set for the most southerly
comer orsaid outer casement line;
S. S66'05'20"W a distance of 33.35 rect to a calculated point set for an angle comer of said
outer casement line,
6. N21'04'50"W a distance of 2711.76 feet to a calculated point set far an angle comer of
said outer casement line-,
7. S6r57'S4"W a distance of 1.66 feel to a calculated point set for an angle comer of said
ouler casement line-,
G. N66'04*50"W a distance of 29-75 rect to a calculated point set for an angle corner ofsaid
outer casement fine,
9, S6B'55'10"W a distance a r 13.16 feet to a calculated point set on the northeast right of
way Greenhill Drive, same being the south%vest line of said Lot I fbr the lower most
westerly comer of'said outer cascinent line;
TIMNCE. continuing with said outer casement line and with said northesist right of way of
-r�- r. ihWT#-t IPIIIII
feet to a calculated point set for the upper most westerly comer ofsaid outer cmincrit line-.
THENCE continuincr with aid outer line ofihis easerneat leavilis said southwol line or Lot I -
through and across the interior ofsaid Lot 1. the following ton (10) courses.
1. N68*55'1 Q"E a distance or 1937 feet to a calculated point set for an angle corner of said
outer cument line;
2. S66'04'SD"E a distmcc or 29.26 feet to a calculated point set ror an angle corner of said
Outereascrocrit line,
2019100934 Page 4 of 10
MMM
3. N6rSS'04"E a distance of 163.45 feet to a calculated point set for an angle corner of said
outer casement time;
4. N23"55'10"E a distance of 85.73 fact to a calcul4ted point set for an angle corow a f said
outer casement line-,
S. N21'04*50"W a distance of 72.93 real to a calculated point set ror an angle comer of said
outer w ment line;
6. N23035'I O"E a distance of 224.58 feet to a calculated point set for an angle comer of said
outer easement line;
7. N69*SS'l(r'S 4 distance of 196 63 reel to a calculatLd point set ror the most northerly
comer of said outer easement line;
S. S66004'5rE a distanc of 36.60 fact to a calculated point set for an angle corner of said
outer easement line;
1*04*5(rE a distance of 2K 17 feet to a calculated point set for an angle comer of SAW
outereasernent line; and,
10. N6(rIO'29"E a distance of 57.75 feet to a calculated point set on said northeant line or
Lot I for the upper most easterly comcz of said outcr easeracat line-,
-q! *7
. east line of said tpk I- S2117*50"E a di--�anr!! of 15-1 f tn
THENCF, continuing across and through the knterlor or said Lot 1, the fallowing sixty (60)
courses:
1. S68'55'22'W a distance or 9.95 feet to a calculated point set for am inside comer of said
inner casement line;
2. S21'04'SW'E a distance or moo feet to a calculated point set for an inside comer of said
inacreasement Ila,
3. N69*55'10" E a distance of 9,95 feet to a calculated point set far an outside coma of said
inners asernent line;
4. S21004*23"E a distance of 25.51 feet to a cdculaW point set for an outside comer or
sold inner casemeat line®
s. s6ge55' irw a distance of 11.97 feet to a calculated point set for an inside corner or said
inner casement line;
6. S21'PO4'50'E a distance of 17.45 feet to a calculated point set for an inside comer or said
ioner casement. line;
7. N63551 0"9 a distance of 12.00 feet to a calculated point set for the most easterly comer
of said inner emeal line;
1. S23®55'10"1Y a distance of I ®1.04 feel b a calculated point set for an outside comer of
said innereasement line;
al
9. N66'04'50"W a distance of 7,53 feet to a calculated point set for an inside comer of said
inner easement line;
2019100934 Page 5 of 10
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10. N23*55'10"W a distance of 15.00 root to a calculated point set ror an inside comer of
said inner casement line;
11. 566'04'50"E a distance of 7.59 feet to a calculated point set for an outside comer of saw
inner casement line;
12. S23055'10'W a distance of 106.52 reel to a calculated point set for an angle comer of
said inner casement line;
13. S68'55'10"9d a distance of 12736 feet to a calculated point set for an outside comer of
said inner casement line;
14. N21'04'50"W a distance or 1636 fact to a calculated point sat for an itWde comer of
said inner casement line;
15. S69'55'I0'W a distance of 28.08 feet to a calculated point set for an inside comer of said
inner casement line;
16. S21'04150E a dLsausac of 16,35 fect to a cWculated point set for an outside comer of
said inner tuament line;
17. S69*55'1 0**W a distance or 174.54 feet to a calculated point set for an outside comer of
said inner casement line.
18. N21 "04150'W a distance or 8.47 feet to a calculated point set for an inside comer of said
inner casement line;
19. S68'55'1 D"W a distance of BAD fact to a calculated point sat for wi Inside comer of said
inner casement line-,
M S21 *04'50"F- a distance of 9.47 reel to o. calrAdatcd point set for an angle. comer of said
inner casement line;
21. S69'55'10"W a distance of 6.22 feet to a calculated point see lier the most southerly
comer of said inner casement line;
22.
N6 5'20"W a distance of'20.93 feet loa. calculated point set for an angle comer of said
inner casemeot liar,
23. N2IV4'50"W a distance of 28.26 feet to a calculated point set for an outside comer or
said inner casement line;
24. N68'55'1OM a distance of 16.42 reel to a calculated point set for an inside comer orsaid
Inner easement line.
25. N21004150'*W a distance of 15.00 feet to a calculated point set for an inside comer or
said inner casement line;
26. S68'55'l0'W a distance or 16.42 feet to a calculated point set for an outside comer of
said inner casement line,
27. N21004'50"W a distance of 105.81 feet to a calculated point sat for an outside comer of
said inner casement line;
29. 68'55'10" a distancc of 17.44 reel to a calculated point set for an inside comer or said
inner casement line;
29. N21*04'S0'W a distance or 15.00 fccR to a calculated point sat for an inside comer or
said inner casmont fine;
30. S61'55'10"W a distance of 17.44 feet to a cWculatcd point set for an outside comer of
said inner casement line;
31. N21' 'SO" a distance of 35.08 feet to a calculated point sat For an outside comer of
said inner casement line,
2019100934 Page 6 of 10
iz.-Aw - -T.�Ceo -a-A-Jiet to a calculated point set tor an inside comer ot said
inver memant linc-,
said inner casement line,
- Mit
wsS.L i T-;
said irmer =wriant line.
it i
it A
35. N21*04'45"W a distance of 5939 fed to a calculated point set for the most westerly
comer of mid Inner casement line;
iniler emcmut line-,
inncr cacmcnt line;
09r.Wf-f14U .. IF -T- �.I G 3A-alatp-t 71k&Sut-hi ax--Tu6il.- :.Tmwr I P
said inner casement line;
T
T T T rT
ljynlve 1W .0 WL
comcr of said inner casement line;
inner easement line;
S1
MW 3:4 d
inner eascment fine;
54. S69'55'10"W a distance of 15.67 feet to a calculated point set for an inside comer of said
inner casement line,
2019100934 Page 7 of 10
TA�
55. S21'04'50"E a distance of 15,00 feet to 2 calculated point set for an inside comer of said
inner casement line;
56. N6r55'lD"E a dislance of 15.61 rect to a calculated point set for an outside comer of
said Inner casement line;
57. S2M3'12"E a distance of 47.56 feet to a calculated point set ror an outside comer of
said Inner casement line;
58. S6rS5'lO"W a distance of 37.87 rect to a calculated point set fbr an inside comeror said
inner casement line;
59. S2 1'04'50E a distance of 15.00 fiwr to a calculated point set for an Inside comer of said
inner eascincat line;
6D. NSS*55'10"E It distance of 37.87 feet to a calculated Point Set for an Outside corner Of
gaid inncreasement line;
S21OG4'50"E a dictanca of 211.52 feet to the POINT of BEGINNING, and containing 0.8476
acres of land (36.922 square rcatj more at less.
AMR W. A 4.
3106/2008
Gilbert T. Bernhardt Date
Registered Professional [.and Surveyor No, 5362
BEARING BASIS:
SEARINCS NOTED ON THIS SuRvEY ARE BASED ON
MAO-133/HARN 93 HORIZONTAL - TEXAS STATE PLANE
COOROINATE SYSTEM GRID. 1EXAS, CENTRAL ZONE
(4203) DATUM
PROJECT AVERAGED COMBINED GRID 5CALE FACTOR -
0 9998113 Is
NOTE. ALL DISTANCES ARE SURFACE DISTANCES.
GRID COORGINATES - ROUND ROCK -01-013" - BRASS DISK
NORTH TDI 66604 5477
EAST 1300413816
ELEV. 756.DiO7
GRID COORDINATES - ROUND ROCK '01-(113A*'- BRASS DISK
NORTH - 10156389.94
EAST 3130403 51
ELEV, 754.3
GRID COORDINATES - ROUND ROCK "01-(IIIEI"- BRASS DISK
NORTH - )0166515,79
EAST 3129706.49
ELEV. 755 1
2019100934 Page 8 of 10
. .LOT
POC FOR OUTER AND LOT
ILOT
LOT 2 S21'117'50-C--�, If
OUTER LINE E=3132297.3215.17'
� \V
LOT 5 N=1 0167399.42ftL7
(i,
S65'25'29"WLIS 72.29' N21-17'50"WLS
458.11'POBLlL77
L81 INNER L2 100 0 1L76 L24 L27L80 LINE
L79
L25L73
L25 Scale I"69
36,922bD
L64
L3
U)ED
hoL62
toz
L60 L36
LnGREEN
SQUAREcoUSBLOCK
A
L39LOT
1
L40 Ch
imCAL43
S.F. CA
L4412.9
L'i565,471
8 AC.
LS L5 L49 L46L47
L41(CAR
DD. SLIDE 176-177
L 5
�LQL
I r2,A
N21*04'50"W 2778-7�6' L5Ll
Li;R Rim
(512) 592-3695
eeU. (612) 423-7374
91111 [W" ffWmw.Tt
2019100934 Page 9 of 10
CH TO ACCOMPANY FIELD AOTES 0
15' EASEMENT SHEET I OF 2
I I(ISUDDIVISION or
A IArEL HILL MORT11
r
tr." — w4uXm
st T 074
jllnctiil LfIT,
2r t.2
1/2- IRON ROD FOUND
r,REEN SQUARE
CIOXPrL HILL momris CIIAPat, mONT11
SECTION I omw= srclrlo",3
Scale I 2(Md
01 DN at
.16-Iff I..U.lL r PLAT ts
am
rATM. CAAL J. 315 PARU.
RM F. JNFCIWTIOH
F.xw.r_ix
ciuxmr
cam DR
tur It PCIC FOR GUIER ARE
POD i• arz
Lur 4
Lot a C-3132227.32
UNE, 14-101873,00.,42
5IN"711
�9
3404 GILDAPIEW AVE
AUSTIN. TX 71003-11449
VOL 25,a Po. own
ORW.C.T&
(6.613 Ar.)
N,
0
PA.W.C.T9.
L
..... .....
GRID CODRUINATES — RD !OCK '00—Dy'" — BRASS DISK
NON 10166004 477
EAST :. 3130041.3576
ELEY. 73s.=7
GAID COORDINATES — A039 ROCK . 01—OIU'— BRASS DISK
No - 101115INSUPS4
I E. D:
tr." — w4uXm
_0
El".
1/2- IRON ROD FOUND
r,REEN SQUARE
=ULXTEO POINT
NORTH -.101653t5,79
BLOCK A
Lor I
RM F. JNFCIWTIOH
ELEV. 755.1
5IN"711
4,
0
PA.W.C.T9.
L
..... .....
GRID CODRUINATES — RD !OCK '00—Dy'" — BRASS DISK
NON 10166004 477
EAST :. 3130041.3576
ELEY. 73s.=7
GAID COORDINATES — A039 ROCK . 01—OIU'— BRASS DISK
No - 101115INSUPS4
I E. D:
tr." — w4uXm
_0
El".
1/2- IRON ROD FOUND
GRtD COORDINATES — ROUND ROCK 'OI—OIiS!'— BRASS DISK
=ULXTEO POINT
NORTH -.101653t5,79
EW t29706.49
RM F. JNFCIWTIOH
ELEV. 755.1
RIGHT Of WAY
PlIBILIC UMITY E4sEw1
POINT OF OMNNHG
POW OF COMMENCEMENT
OFrM RECORDS OF
WK1A4SON COUN1Y, TEXAS
PLAT RECORDS OF
WILLIAMSON COUNTY. YOM
StAXE OF TEXAS
3214 BARMN VIEW DONE
AUSTIN. TE•
W 76735
R ECORDERS 61EMORMYOU&I
All OCP'rt ®f do ICAL Oro itioSpap WIS 1.01
clearly Itsoble fer sitiskclory IaAardau®n
I
2019100934 Page 10 of 10
ELECTRONICALLY RECORDED
OFFICIAL PUBLIC RECORDS
2019100934
Pages- 10 Fee- $61.00
10/22/2019 10.11 AM
i'r.,l AS EtpF-7- .
Nancy E. Rister,County Clerk
Williamson County,Texas
City of Round Rock
ROUND RACK Agenda Item Summary
Agenda Number:
Title: Consider executing a Release of a 15 Foot Water Line Easement recorded
in Document No. 2009055077, Official Public Records, Williamson County,
Texas.
Type: City Manager Item
Governing Body: City Manager Approval
Agenda Date: 10/18/2019
Dept Director: Brad Wiseman, Planning and Development Services Director
cost: $0.00
Indexes:
Attachments: EVAC1909-0003 WL Averitt Express -190924 .8476 Prepped Doc
Department: Planning and Development Services Department
Text of Legislative File CM -2019-0317
This is a remnant water line easement from a Greenhill development that failed in the recession
and was redesigned with the Averitt development that is constructed. Averitt has dedicated an
easement over the new line, so now we are releasing the old Greenhill development easement.
City of Round Rock Page 1 Pdnfed on 10/1&2018