HomeMy WebLinkAboutRES 072622-H - Abandon Wastewater Esmt.RESOLUTION NO. pi �4 ZZ ik
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
GEORGETOWN, TEXAS CONDITIONALLY AUTHORIZING THE
RELEASE AND ABANDONMENT OF A PORTION OF A
WASTEWATER EASEMENT GRANTED TO THE CITY OF
GEORGETOWN IN DOCUMENT NO. 2013104041 OF THE
OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,
TEXAS.
WHEREAS, in 1994, Georgetown Railroad Company, Inc., ("Owner"), granted the
City of Georgetown a wastewater easement across a tract of land in the Lewis J. Dyches
Survey, Abstract No. 180 (the "Property"), for the purpose of facilitating the extension of a
wastewater line to service a home that is no longer on the property; said easement being
conveyed by an agreement recorded in Document. No. 1994046339 of the Official Public
Records of Williamson County, Texas (the "Easement"); and,
WHEREAS, Owner wishes to develop the Property, but a portion of the Easement is
impeding the development of the Property; and,
WHEREAS, the abandonment of a portion of the Easement, being the portion that
encumbers 0.303 Acres, of the proposed Longhorn Junction Logistic Center, as shown on Exhibit
"A" attached hereto and incorporated herein (the "Portion to be Abandoned"), would facilitate
the development of the Property; and,
WHEREAS, Owner will grant the City a replacement wastewater easement to meet
the City's requirements (the "Future WWE"), which will cover the City's wastewater facilities
in the actual location where they were constructed, generally in the location as shown on
Exhibit "A"; and,
WHEREAS, upon considering the request for release and abandonment of the Portion
to be Abandoned, and additional information pertaining to the request, the City Council now
finds that upon payment of any outstanding application fees and the conveyance of the Future
WWE, a public need for the Portion to be Abandoned will no longer exist, and therefore the
Portion to be Abandoned may be abandoned and released to Owner or a successor -in -interest
to Owner upon satisfaction of these conditions; and
WHEREAS, nothing herein shall operate to release the remainder portion of the
Easement or any other easement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF GEORGETOWN, TEXAS, THAT:
SECTION 1. The facts and recitations contained in the preamble of this resolution 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.
SECTION 2. Upon the conveyance of a replacement wastewater easement in a form
acceptable to the City Attorney and in a location generally as shown on Exhibit "A", the
Mayor is hereby authorized to execute a Quitclaim Deed in substantially the same form
attached hereto as Exhibit "B" and any other conveyance document(s) necessary to complete
the release and abandonment of the Portion to be Abandoned, and the City Secretary is hereby
authorized to attest thereto on behalf of the City of Georgetown.
SECTION 3. The Mayor is hereby authorized to sign this Resolution and the City
Secretary to attest. This Resolution shall be effective immediately upon adoption and
execution by the Mayor.
PASSED AND APPROVED on this day of �.� , 2022.
CITY OF GEORGETOWN ATTEST:
By:// 7)(� J�:; � 6 � � �
foshua 5c eder, Mayor Robyn Deus nore, City Secretary
APPROVED AS TO FORM:
Skye arson, City Attorney
EXHIBIT A
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VICINITY MAP
N.T.S.
25' PUBLIC UTILITY EASEMENT
VOL. 2009, PG. 24
25' WATER AND
WASTEWATER
EASEMENT-
VOL. 1861,
PG. 461
VOL. 1981,
PG. 461
25' PUBLIC UTILITY
EASEMENT
VOL. 2006,
PG. 670
VOL. 2006,
PG. 673
LO
M
Q
ry
>
UJ
co25' PUBLIC UTILITY EASEMENT
co VOL. 2028, PG. 489
W VOL. 2028, PG. 485
Z
0.0275 ACRES -
SIGN EASEMENT
DOC. NO. 2018023842
0.42 ACRE
JAMES UNSTATTD CO -TRUSTEE
FOR R.G. UMSTATTD TRUST
DOC. NO. 2002059000
25' PUBLIC UTILITY EASEMENT
VOL. 2009, PG. 24
(SHADED AREA)
15' PUBLIC UTILITY EASEMENT
VOL. 2009, PG. 24
LOT 1
XYCARB CERAMICS USA, INC
DOC. NO. 2018040010
LOT 4
REMAINING PORTION OF 26.400 ACRES
WILLIAMSON COUNTY, TEXAS
VOLUME 2559, PAGE 795
ASPHALT
DRIVEWAY
RIM=800.34'
8" (N)FL=797.54'
8" S FL=797.67"_____
i
RIBBON
CURB
BLOCK . A�
INNER LOOP COMMERCIAL
PARK, SECTION TWO
CABINET L, SLIDE 119
LOT 8
SCHUNK OF NORTH AMERICA, INC
DOC. NO. 2004093524
RIBBON
CURB
i
RIBBON
SOUTH EAT INNER LOOP ASPHALT CURB
(1' R. 80O.W.) DRIVEWAY
LOT 2
INNER VISIONS, LL C
DOC. NO. 201JI01005
4)1 BOX,
F,=780.85
4'X8' BOX
FL=782.60'
LOT 1
FINAL PLAT INNER VISIONS
CORPORATE CENTER
DOC, NO, 2014042042
INNER VISIONS, LL C
DOC. NO. 201JI01005
\ \ � kl�EN
¢ "g \ \ U93H ILE \ \=784.4s' NFL=776.28'
(S�)FL=776.38'
20' ELECTRIC EASEMENT.
E ASH PILE
VOL. 1698, PG. 315
DOC. NO. 9702743
\ I I
TouE
G A 150 SANITARY EASEMENT \I I \
VOL. 2647 PG. 571
OE
DOC. NO. 9702743
I �� II
'�1 \ g� n I III
9.60' 12.
eJ e9 6 9210 nn8
918 0
.9 916 9 289 CID 0.1J55 ACRE I I
eg $ 9 GEORGETOWN RAIL EQUIPMENT I I
DOC. NO. 970274J I I
.9 9 l I
SHEDS BRIM=789.57' I
e$ / 10"10"PVC ((S)FL 780 50' I
I
o I
w I
D 15' PUBLIC UTILITY EASEMENT ---I �-
VOL. 2009, PG. 24 I i
II
e$3 I
6
II
34cm I
II
TRACT 4 - 70.0893 ACRES I
LONGHORN JUNCTION LAND I
AND CATTLE COMPANY
DOC. NO. 2010002544
II
o I
I
I
I
II
II
3 I
II /
- - - - - - - - - - 0
- - - - - - - - RIM_796 65'°''sr<
- - - - - 10"PVC (NFL=788.28
a" pVCp" PVC ((( )FL=788 25'
II
II
20 UTILITY EASEMENT I I
VOL. 2605, PG. 963
(SHADED AREA)
BLOCK "A'
FINAL PLAT OF A REPLAT OF
KNUCKLE DOWN SUBDIVISION
i DOC. NO. 2015093518
CANDLEOFFICE, LL C I I I
DOC. NO. 2011060819
R18gON
-� - TRACT 1 - 7.5156 ACRES
-� LONGHORN JUNCTION LAND
AND CA TILE COMPANY 15' PUBLIC
DOC. NO. 2010002544 UTILITY
DOC.ASEMENT NO.
\ 2007045454
II /
36" SQUASHED CMP
FL=799.70'
I36" SQUASHED CMP
FL=799.62'
0
I GON°
I 936
I I
I I
I � �
36" SQUASHED C
-M=800.14'
36" �qU<HED CMP
'FL=800.52'
=8.43' L
/ li�'PVC()04(S)FL 792.74' PUBLIC UTILITY EASEMENT
DOC. NO. 2007045454
II
II
II
/ II
Re I
15' PUBLIC UTILITY EASEMENT
DOC. NO. 2007045454 I I
/
/ II
�OSA I I
II
\ II
\ TRACT 2 - 12.1313 ACRES I I
�P LONGHORN JUNCTION LAND I I
AND CATTLE COMPANY I I
DOC. NO. 2010002544 I I
II
11
II
II
II
WILLIAMSON COUNTY, TEXAS
DOC. NO. 2002050668
\ / RIBBON
\� CURB
RCURB
43. 4092 ACRES
PORTION OF TRACT 3
LONGHORN JUNCTION LAND
AND CATTLE COMPANY
DOC. NO. 2010002544
�0
�L
9�A
/
2
739
741
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°
45
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9
$
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1 STORY
ROCK HOUSE
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27F;n
761
2
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7 759
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9
2 STORY
ROCK HOUSE
E
94
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1 TOOCK
/
E
RBBRB
/
/
/
/
20' PUBLIC UTILITY EASEMENT
DOC. NO.
2007045454
°gq.0
19.0651 ACRE
WILLIAMSON COUNTY
DOC. NO. 2006080280
REMAINDER 94.1189 ACRE
WILLIAMSON COUNTY
DOC. NO. 2001021470
Rg8R6
e1
NO.
DESCRIPTION
782
17"
LIVE OAK
865
33" LIVE OAK
700
31"
LIVE OAK
783
28.5"LIVE
OAK (OT-232)
866
13" LIVE OAK (13 LEANING EAST)
701
31"
LIVE OAK
(30 OT, 212)
784
13"
LIVE OAK
867
12" LIVE OAK
702
31.5"LIVE
OAK
(31 OT, 211)
785
13"
LIVE OAK
868
14" LIVE OAK (9, 9)
703
29"
LIVE OAK
(29 OT, 214)
786
13"
LIVE OAK
869
23" LIVE OAK (14, 9, 8)
704
27.5"LIVE OAK
(27, 18 OT, 231)
787
12"
LIVE OAK
870
14" LIVE OAK
705
15"
LIVE OAK
788
14"
LIVE OAK
871
15" CEDAR ELM
706
28"
LIVE OAK
(24, 16 OT, 230)
789
14"
LIVE OAK
872
16" LIVE OAK
707
15"
LIVE OAK
790
22"
LIVE OAK (17, 9)
873
18" LIVE OAK
\
\
708
709
27"
22"
LIVE OAK
LIVE OAK
(16, 13, 8)
(15, 13)
791
792
14"
19"
LIVE OAK
LIVE OAK
874
875
12" LIVE OAK
13" LIVE OAK
710
14"
LIVE OAK
793
13"
LIVE OAK
876
13" LIVE OAK (10, 5)
711
16"
LIVE OAK
794
19"
LIVE OAK
877
14" LIVE OAK
712
23"
CEDAR ELM (23, HOLLOW)
795
12"
LIVE OAK
878
13" CEDAR ELM
713
40"
LIVE OAK
(42, ILL OT, 210)
796
18"
LIVE OAK
879
18" LIVE OAK (13, 10)
714
26.5"LIVE OAK
(OT 223)
797
16"
LIVE OAK
880
14" LIVE OAK
715
22"
LIVE OAK
(OT 224)
798
14"
LIVE OAK
881
15" LIVE OAK
716
22"
LIVE OAK
(15, 14)
799
13"
LIVE OAK
882
14" CEDAR ELM
717
26"
LIVE OAK
(18, 16, 13 OT-225)
800
12"
LIVE OAK
883
15" LIVE OAK
718
20"
LIVE OAK
801
14"
LIVE OAK
884
15" LIVE OAK
719
36.5"LIVE OAK
(18, 13, 12, 10 OT-226) 802
20"
LIVE OAK
885
15" LIVE OAK
720
16"
LIVE OAK
(12, (9, ILL)
803
17"
LIVE OAK
886
21" LIVE OAK (14, 14)
721
21"
LIVE OAK
(14, 14)
804
14"
LIVE OAK
887
14" LIVE OAK
722
13"
LIVE OAK
805
12"
LIVE OAK
888
12" LIVE OAK
723
22"
LIVE OAK
(16, 11)
806
14"
LIVE OAK
889
15" LIVE OAK
724
21"
LIVE OAK
807
16"
LIVE OAK
890
16" LIVE OAK
725
13"
LIVE OAK
808
16"
LIVE OAK
891
17" LIVE OAK
726
24"
LIVE OAK
809
15"
LIVE OAK
892
15" LIVE OAK (15 ILL)
727
17"
LIVE OAK
810
12"
LIVE OAK
893
12" LIVE OAK
728
13"
LIVE OAK
(10, 6)
811
12"
LIVE OAK
894
12" LIVE OAK
729
16"
LIVE OAK
812
18"
LIVE OAK
895
20" LIVE OAK
730
14"
LIVE OAK
813
18"
LIVE OAK
896
15" LIVE OAK
731
22"
LIVE OAK
814
20"
LIVE OAK
897
12" LIVE OAK (9, 6)
732
21"
LIVE OAK
(21, ILL)
815
14"
LIVE OAK
898
12" LIVE OAK (8, 8)
733
16"
LIVE OAK
816
14"
LIVE OAK
899
12" CEDAR ELM
734
15"
LIVE OAK
817
15"
LIVE OAK
900
19" LIVE OAK
735
18"
LIVE OAK
818
25"
LIVE OAK (19, 12)
901
12" PECAN
736
22"
LIVE OAK
819
15"
LIVE OAK
902
21" PECAN (12, 9, 8)
737
23"
LIVE OAK
820
16"
LIVE OAK
903
12" PECAN
738
16"
LIVE OAK
821
12"
LIVE OAK
904
21" LIVE OAK
739
12"
LIVE OAK
822
17"
LIVE OAK
905
14" LIVE OAK
740
20"
LIVE OAK
823
19"
LIVE OAK (15, 8)
906
35.5"LIVE OAK (OT 233)
741
27'
LIVE OAK
(OT-227)
824
19"
LIVE OAK
907
12" LIVE OAK
742
20"
LIVE OAK
825
19"
LIVE OAK (13, 12)
908
18" LIVE OAK
743
35"
LIVE OAK
(26, 20 OT-228)
826
17"
LIVE OAK
909
12" LIVE OAK
744
15"
LIVE OAK
827
30"
LIVE OAK (OT 229)
910
17" LIVE OAK
745
32"
LIVE OAK
(OT-216)
828
18"
LIVE OAK (12, 11)
911
15" LIVE OAK
746
32"
ASH
829
14"
LIVE OAK
912
28.5"LIVE OAK (OT 234)
747
25"
POST OAK
830
16"
LIVE OAK
913
25.5"LIVE OAK (17, 14, 9 OT 235)
748
13"
POST OAK
831
18"
LIVE OAK
914
13" LIVE OAK
749
14"
LIVE OAK
832
13"
LIVE OAK
915
20" LIVE OAK (20, 13 OT NONE)
750
12"
LIVE OAK
833
12"
CEDAR ELM
916
13" LIVE OAK
751
19"
LIVE OAK
834
23"
CEDAR ELM (16, 13)
917
15" LIVE OAK
752
23"
POST OAK
835
25"
LIVE OAK (OT 218)
918
15" LIVE OAK
753
16"
PECAN
836
12"
LIVE OAK
919
20" LIVE OAK (20, 12 OT NONE)
754
26"
PECAN
(OT-215)
837
15"
LIVE OAK (10, 10)
920
12" CEDAR ELM
755
21"
PECAN
838
15"
LIVE OAK
921
14" LIVE OAK
756
23"
LIVE OAK
839
20"
LIVE OAK
922
13" LIVE OAK
757
12"
LIVE OAK
840
18"
LIVE OAK
923
16" LIVE OAK (16, 15 OT NONE)
758
15"
LIVE OAK
841
22"
LIVE OAK
924
16" CEDAR ELM (11, 9)
759
17"
LIVE OAK
(12, 10)
842
19"
LIVE OAK (10, 10, 8)
925
12" CEDAR ELM
760
14"
LIVE OAK
(10, 7)
843
19"
CEDAR ELM
926
13" CEDAR ELM
761
13"
LIVE OAK
(9, 8)
844
14"
LIVE OAK
927
17" CEDAR ELM (17, 14 OT NONE)
762
15"
LIVE OAK
(8, 8, 6)
845
13"
LIVE OAK
928
17" CEDAR ELM
763
17"
LIVE OAK
846
13"
LIVE OAK
929
12" CEDAR ELM
764
16"
LIVE OAK
847
18"
LIVE OAK (18, LEANING SOUTH)
930
13" MESQUITE
765
23"
LIVE OAK
848
18"
LIVE OAK
931
13" CEDAR ELM (9, 7)
766
22"
LIVE OAK
849
15"
LIVE OAK
932
14" LIVE OAK
767
17"
LIVE OAK
(12, 10)
850
18"
LIVE OAK (12, 11)
933
18" LIVE OAK
768
13"
LIVE OAK
851
21"
LIVE OAK (15, 12)
934
16" LIVE OAK LEANING NE
769
18"
LIVE OAK
(14, 8)
852
13"
LIVE OAK
935
19" LIVE OAK
770
18"
LIVE OAK
853
15"
LIVE OAK
936
17" LIVE OAK
771
19"
LIVE OAK
854
13"
LIVE OAK
937
16" LIVE OAK
772
16"
LIVE OAK
855
12"
LIVE OAK
938
17" LIVE OAK
773
19"
LIVE OAK
856
12"
LIVE OAK
939
16" LIVE OAK
774
16"
LIVE OAK
857
12"
CEDAR ELM
940
50" LIVE OAK (32,16,13,7)
775
15"
LIVE OAK
858
16"
LIVE OAK
941
15" LIVE OAK
776
15"
LIVE OAK
859
18"
LIVE OAK
942
12" LIVE OAK
777
16"
LIVE OAK
860
13"
LIVE OAK
943
15" LIVE OAK
778
12"
LIVE OAK
(9, 6)
861
15"
LIVE OAK
944
25" LIVE OAK (20,10)
779
24"
LIVE OAK
(14, 10, 10)
862
13"
LIVE OAK
945
16" LIVE OAK
780
30"
LIVE OAK
(17, 14, 12)
863
15"
LIVE OAK
946
13" LIVE OAK
781
13"
LIVE OAK
864
15"
CEDAR ELM(15 LEANING NW)
947
13" LIVE OAK
948
13" LIVE OAK
FLOODPLAIN NOTE:
THE
TRACT SHOWN HEREON LIES WITHIN ZONE "X"
(UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE
FLOODPLAIN AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FEDERAL INSURANCE ADMINISTRATION, AS SHOWN
ON
MAP NO.
48491CO485F, REVISED
DECEMBER 20,
2019,
FOR WILLIAMSON COUNTY, TEXAS AND
INCORPORATED AREAS. IF THIS
SITE
IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD
AREA, THIS FLOOD STATEMENT DOES
NOT IMPLY THAT THE PROPERTY
AND/OR THE
STRUCTURES THEREON
WILL BE FREE
FROM FLOODING
OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT
CREATE
LIABILITY ON THE PART OF THE SURVEYOR.
GENERAL NOTES:
1)
ONLY VISIBLE
EVIDENCE OF IMPROVEMENTS AND UTILITIES
IS SHOWN HEREON.
2)
THE BASIS
OF BEARING OF THE
SURVEY SHOWN HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE,
NAD83(2011), BY UTILIZING REAL-TIME KINEMATIC
(RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE NETWORK, MANAGED
BY ALLTERRA
CENTRAL.
SUE RIDGE
D IVE
(73' O.W.)
N
0 50 100 150 200
1 "=100'
BENCHMARK INFORMATION:
ELEVATIONS HEREON ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) UTILIZING REAL-TIME KINEMATIC
(RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE NETWORK, MANAGED
BY ALLTERRA CENTRAL AND ADDITIONALLY REFERENCED TO THE NATIONAL
GEODETIC SURVEY (NGS) GEOID MODEL 12A.
TBM 1: TXDOT CONCRETE MONUMENT FOUND ON SOUTH SIDE OF
BLUESPRING BLVD ±100' EAST OF INTERSTATE HIGHWAY 35 FRONTAGE
AND ROAD ±22' SOUTH OF CURB LINE.
ELEV=819.02' (AS SHOWN)
TBM 2: PK NAIL WITH "STANTEC" WASHER SET IN CURB LINE ON WEST
SIDE OF BLUESPRING BLVD ±195' SOUTHWEST OF INTERSECTION OF BLUE
RIDGE DRIVE AND BLUESPRING BLVD.
ELEV=800.24'(AS SHOWN)
TBM 3: PK NAIL WITH "STANTEC" WASHER SET IN CURB LINE ON WEST
SIDE OF BLUESPRING BLVD ±325' SOUTH OF INTERSECTION OF SOUTH
EAST INNER LOOP AND AND BLUESPRING BLVD.
ELEV=788.32'(AS SHOWN)
TBM 4: PK NAIL WITH "STANTEC" WASHER SET IN CONCRETE SIDEWALK
ON EAST SIDE OF INTERSTATE HIGHWAY 35, ±45' SOUTH OF PRIVATE
DRIVEWAY.
ELEV=805.87'(AS SHOWN)
LEGEND
• 1 /2" IRON ROD FOUND (UNLESS OTHERWISE NOTED)
O 1 /2" IRON ROD WITH STANTEC CAP SET
*CAP 1/2" IRON ROD WITH "UNREADABLE" CAP FOUND
03/8" 3/8" IRON ROD FOUND
Q' UTILITY POLE
E- DOWN GUY
113(�a TELEPHONE RISER
❑E ELECTRIC BOX
FENCE
- OE - OVERHEAD ELECTRIC LINE
WWMHO WASTEWATER MANHOLE
FOMHO FIBER OPTIC MANHOLE
co CLEANOUT
TCB❑ TRAFFIC CONTROL BOX
TSP0 TRAFFIC SIGNAL POST
UNDERGROUND CABLE MARKER
UNDERGROUND FIBER OPTIC MARKER
GMKR UNDERGROUND GAS LINE MARKER
U%Tu UNDERGROUND TELEPHONE MARKER
�- SIGN
(OT) TREE TAG NUMBERS FROM "TREE MAN SOLUTIONS"
MB MAILBOX
(XXX) RECORD INFORMATION DOC. NO. 2010002544
[XXX] RECORD INFORMATION DOC. NO. 2015093618
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
lox SCHEDULE B EXCEPTION
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
39.37'
25.00'
90*14'24"
N63"06'29"E
35.43'
C2
763.83'
2109.89'
20"44'33"
S82"02'48"E
759.67'
C3
38.08'
25.00'
87'16'55"
S49"07'12"E
34.51'
C4
1301.95'
755.00'
98*48'11"
S44°01'57"W
1146.53'
C5
508.46'
845.00'
34"28'35"
S76"11'49"W
500.82'
C6
650.38'
755.00'
49"21'23"
S83°38'05"W
630.46'
C7
39.14'
25.00'
89"42'29"
N63"29'48"E
35.27'
C8
330.78'
845.00'
22°25'43"
S82°55'39"E
328.67'
C9
37.76'
25.00'
86"32'07"
S50"54'35"E
34.27'
C10
124.88'
220.00'
32°31'27"
S08°29'38"W
123.21'
C11
158.55'
280.00'
32°26'38"
N08°28'24"E
156.44'
C12
37.71'
25.00'
86*24'17"
N35"30'06"E
34.23'
C13
290.33'
845.00'
19`41'11"
N68"46'50"E
288.91'
C14
453.94'
755.00'
34"26'55"
N76"13'55"E
447.13'
C15
794.53'
845.00'
53°52'25"
N66°30'20"E
765.58'
C16
33.49'
25.00'
76°45'50"
N77°57'14"E
31.05'
C17
41.12'
25.00'
94"13'59"
N16'09'02"W
36.64'
C18
542.51'
845.00'
36°47'06"
N12°59'12"E
533.24'
LINE TABLE
NO.
BEARING
DISTANCE
L1
N38"24'08"E
49.93'
L2
N64`25'37"W
59.78'
L3
N25°15'08"E
65.10'
L4
N18°29'04"E
26.00'
L5
S7°43'23"E
76.76'
L6
N7"41'39"W
76.87'
CERTIFICATION:
I, JOHN T. BILNOSKI, A REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT THE
SURVEY SHOWN HEREON IS THE RESULT OF AN ON -THE -GROUND SURVEY MADE DURING THE MONTH
OF OCTOBER 2021 AND PERFORMED UNDER MY DIRECTION AND SUPERVISION.
JOHN T. BILNOSKI DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4998
STANTEC CONSULTING SERVICES, INC.
1905 ALDRICH STREET, SUITE 300
AUSTIN, TEXAS 78723
DRAFT
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Project Number:
222012392
File Name: 222012392v01_to02
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Drawing No.
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ORIGINAL SHEET -ARCH E1
EXHIBIT B
QUITCLAIM DEED
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION
FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC
RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE
NUMBER.
DATE: July 2022
GRANTOR: City of Georgetown, a Texas home -rule municipal corporation
GRANTOR'S MAILING ADDRESS: P.O. Box 409, Georgetown, Williamson County,
Texas78627
GRANTEE: Longhorn Junction Owner TX, LP, a Delaware limited partnership
GRANTEE'S MAILING ADDRESS: c/o Portman Industrial, LLC, 303 Peachtree Center
Ave., Suite 575, Atlanta, GA 30303
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
PROPERTY:
BEING, 0.303 acre out of the 54.527 acres of land out of the Lewis P. Dyches
Survey, Abstract No. 180, situated in the city of Georgetown, Williamson
County, Texas, being a portion of that easement recorded in Document No.
1994046339 of the Official Public Records of Williamson County, Texas,
said 0.303-acre tract being more particularly described by metes and
bounds in Exhibit A and by sketch in Exhibit B, each attached hereto and
by this reference incorporated herein (the "Property").
For the consideration, GRANTOR quitclaims to GRANTEE all of GRANTOR'S
right, title, and interest in and to the above described Property, to have and to hold it to
GRANTEE, GRANTEE'S successors and assigns, forever. Neither GRANTOR, nor
GRANTOR'S successors and assigns, shall have, claim or demand any right or title to the
Property or any part of it.
Quitclaim Deed abandoning portion of WWE to LONGHORN JUNCTION OWNER TX LP.
Page 1 of 2
EXECUTED this the
GRANTOR
CITY OF GEORGETOWN
BY:
Joshua Schroeder, Mayor
STATE OF TEXAS
COUNTY OF WILLIAMSON
day of , 20_.
ATTEST:
Robyn Densmore, City Secretary
ACKNOWLEDGMENT
BEFORE ME, the undersigned authority, on this date personally appeared Joshua
Schroeder, Mayor of the City of Georgetown, a Texas home -rule municipal corporation,
known to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration
therein expressed, as the act and deed of said municipality, and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
20
Notary Public, State of Texas
APPROVED AS TO FORM:
Skye Masson, City Attorney
Quitclaim Deed abandoning portion of WWE to LONGHORN JUNCTION OWNER TX LP.
Page 2 of 2
EXHIBIT " "
0.303 ACRE
LONGHORN JUNCTION
DESCRIPTION
PARTIAL RELEASE OF
UTILITY EASEMENT
VOLUME 2605, PAGE 963
FN. NO. 22-121(ABB)
JUNE 7, 2022
JOB NO. 222012392
A 0.303 ACRE OF LAND OUT OF THE LEWIS P. DYCHES SURVEY ABSTRACT
NO. 1801 SITUATED IN THE CITY OF GEORGETOWN, WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF THAT CERTAIN 54.527 ACRE TRACT OF LAND
CONVEYED TO LONGHORN JUNCTION OWNER (TX), LP BY DEED OF RECORD IN
DOCUMENT NO. 2021187327 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS; SAID 0.303 ACRE OF LAND ALSO BEING A
PORTION OF THAT CERTAIN UTILITY EASEMENT GRANTED TO CITY OF
GEORGETOWN BY INSTRUMENT OF RECORD IN VOLUME 2605, PAGE 963 OF THE
DEED RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 0.303 ACRE BEING
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING, at a 1./2 inch iron rod found in the easterly right-
of-way line of Interstate Highway 35 (R.O.W. varies), being the
westerly line of that certain Tract 4 - 70.0893 acre tract of land
conveyed to Longhorn Junction Land and Cattle Company by deed of
record in Document No. 2010002544 of said Official Public Records,
being the northwesterly corner of Lot 2, Block "A" Final Plat of
a Replat of Knuckle Down Subdivision of record in Document No.
2015093618 of said Official Public Records;
THENCE, leaving the easterly line of Interstate Highway 35, along
the easterly line of said 70.0893 acre tract, being the northerly
line of said Lot 2, in part along the southerly line of said Public
Utility of record, the following two (2) courses and distances:
1.) S75009'54"E, a distance of 208.89 feet to a 1/2 inch iron rod
with "STANTEC" cap set;
2) S74'37'12"E, a distance of 92.42 feet to a 1/2 inch iron rod
with "STANTEC" cap set in the westerly line of said 54.527
acre tract for the POINT OF BEGINNING and southwesterly corner
hereof;
S74037'12"E, a distance of 92.42 feet to a 1/2 inch iron rod with
"STANTEC" cap set in the westerly line of said 54.527 acre tract
for the POINT OF BEGINNING and southwesterly corner hereof;
FNNO. 22-121 (ABB)
JUNE 7, 2022
SHEET 2 OF 2
THENCE, N08034'51"E, leaving the northerly line of said Lot 2,
along the westerly line of said 54.527 acre tract and hereof, a
distance of 20.14 feet to the northwesterly corner hereof;
THENCE, over and across said 54.527 acre tract, for the northerly,
easterly lines and a portion of the southerly line hereof, the
following four (4) courses and distances:
1) S74036'54"E, a distance of 61.07 feet to an angle point;
2) S73051'01"E, a distance of 600.52 feet to the northeasterly
corner hereof;
3) S16008'59"W, a distance of 20.00 feet to the southeasterly
corner hereof, from which a 1/2 inch iron rod found in the
northerly right-of-way line of Blue Springs Boulevard (90'
ROW) being the southerly line of said 54.527 acre tract bears
S27044118"E, a distance of 382.17 feet;
4) N73050'57"W, a distance of 599.42 feet to a 1/2 inch iron rod
found in the westerly line of said 54.527 acre tract, being
the northeasterly corner of said Lot 2;
THENCE, N74036'54"W, along the northerly line of said Lot 2, being
the westerly line of said 54.527 acre tract, for a portion of the
southerly line hereof, a distance of 59.51 feet to the POINT OF
BEGINNING, containing an area of 0.303 acre (13,203 square feet)
of land, more or less, within these metes and bounds.
THE BASIS OF BEARING OF THE SURVEY SHOWN HEREON IS TEXAS STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83(2011), BY UTILIZING
REAL-TIME KINEMATIC (RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE
NETWORK, MANAGED BY ALLTERRA CENTRAL.
1, JOHN T. BILNOSKI, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO
HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY
A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION
OF
STANTEC CONSULTING JOHN BILNOSKI Date
SERVICES INC. R.P. NO. 4998 _ (JOHNT. BILNOSKI
1905 ALDRICH STREET STA.OF'-.TEXAS
SUITE 300 TBPELS # 10194230
AUSTIN, TEXAS 78723 john.bilnoski@stantec.corn U 1�
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0.303 ACRES
O;W,ER (7X) LP
DOC. NO. 2021187327
(13,203 SQ. FT.)
PARTIAL RELEASE
UTILITY EASEMENr
Vol- 26os, PG. 963
UTILITY EASEMENT
(PORTION TO REMAIN)
L3 L4
VOL. 2605, PG. 963
P.O.C.
S73'51'01"E 600.52'
(PORTION TO BE
L5
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RELEASED)
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DOC. N0. 2015093615
0 350 700 1400
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DOC NO. 2001021470
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19.0651 ACRE
W7LLIAM57ON COUNTY
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121313 ACRE DOC. NO. 2006080280
LONGHORN ✓UNC7701V
TRACT 1 - LAND AND CA77LE
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LONGHORN JUNCTION DOC. W. 2010002544 �Y
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FN 22-121 [ABB]
DOC. NO. 2010002544
JUNEn22
222012392
(N Stantec
T 905 Aldrich Street, Suite 300
Austin, TX 78723
TBPELS # F-6324 & # 10194230
www.stantec.com
Clientftoject
LONGHORN JUNCTION
54.527 ACRE TRACT
Figure No.
SHEET T OF 2
True
PARTIAL RELEASE
4 UTILITY EASEMENT
3
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LINE: TABLE
NO.
BEARING
DISTANCE
L1
S75'09'54"E
208.89'
L2
S74'37'12"E
92.42'
L3
N8'34'51 "E
20.14'
L4
S7436'54"E
61.07'
L5
S16'08'59"W
20,00'
L6
N74'36'54"W
59.51'
BEARING BASIS NOTE
VICINITY MAP
N.T.S.
LEGEND
O
1/2" IRON ROD WITH
"STANTEC" CAP SET
•
1/2" IRON ROD FOUND
P.O.B.
POINT OF BEGINNING
P.O.C.
POINT OF COMMENCING
THE BASIS OF BEARING OF THE SURVEY SHOWN HEREON IS TEXAS STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83(2011), BY UTILIZING
REAL—TIME KINEMATIC (RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE
NETWORK, MANAGED BY ALLTERRA CENTRAL.
FN 22-121 (ABB)
(3 Stantec
T905 Aldrich Street, Suite 300
Austin, TX 78723
T'BPELS # F-6324 & # 10194230
www.stanfec.corn
JUNE 2022
2M12392
cHenl/project
LONGHORN JUNCTION
54.527 ACRE TRACT
Figure No.
SHEET 2 OF 2
7i11e
PARTIAL RELEASE
UTILITY EASEMENT