HomeMy WebLinkAbout(0034) VA-19-014 Map and Legal Revised 1-24-20.pdfLIVE OAK CONNECTOR
PARCEL No. 26
D.O.E. No. 6117
INTERSECTION OF FIRST STREET AND HAYS STREET
R. BRIGGS SURVEY, ABSTRACT No.11.6
EXHIBIT "A"
Being a 0.199 acre tract of land situated in the R. Briggs Survey, Abstract No. 116 in the City of
Fort Worth, Tarrant County, Texas, said 0.199 acre tract of land being a portion of the existing
right-of-way of First Street (a 60.0' right-of-way), said 0.199 acre tract of land being more
particularly described by metes and bounds as follows:
BEGINNING at a 5/8 inch iron rod with cap stamped `Brooks Baker" found for the west corner
of Lot 1, Block 17 of the Moore -Thornton and Company Addition, an addition to the City of Fort
Worth, Tarrant County, Texas, an unrecorded subdivision, said 5/8 inch iron rod with cap stamped
"Brooks Baker" being the west corner of a 0.407 acre tract of land (by deed) deeded to the City of
Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D218009742 of the
Deed Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "Brooks Baker"
also being the intersection of the southeast right-of-way line of said First Street with the northeast
right-of-way line of Hays Street (a 60.0' right-of-way), from which a 5/8 inch iron rod with cap
stamped `Brooks Baker" found for the north corner of Lot 3 of said Block 17 bears North 59
degrees 22 minutes 00 seconds East, a distance of 200.13 feet, said 5/8 inch iron rod with cap
stamped "Brooks Baker" being the north corner of a 0.487 acre tract of land (by deed) deeded to
Fort Worth Transportation Authority as recorded in County Clerk's File No. D216243961 of said
Deed Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "Brooks Baker"
also being the intersection of the southeast right-of-way line of said First Street with the southwest
right-of-way line of Live Oak Street (a 60.0' right-of-way);
THENCE South 59 degrees 27 minutes 00 seconds West, a distance of 60.00 feet to a point for
the north corner of Lot 3, Block 16 of said Moore Thornton and Company Addition,
said point also being the intersection of the southeast right-of-way line of said First
Street with southwest right-of-way line of said Hays Street;
THENCE South 59 degrees 24 minutes 30 seconds West, with the northwest line of said Lot 3
and with the southeast right-of-way line of said First Street, a distance of 94.86 feet to
a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner;
THENCE North 12 degrees 21 minutes 58 seconds West, a distance of 63.35 feet to a 5/8 inch
iron rod with cap stamped "GORRONDONA" set for corner in the southeast line of
Lot 4 of Block 10 of said Moore -Thornton and Company Addition, said 5/8 inch iron
rod with cap stamped "GORRONDONA" also being in the northwest right-of-way line
of said First Street;
Exhibit A Page 1 of 2
THENCE North 59 degrees 32 minutes 26 seconds East, with the southeast line of said Lot 4 and
with the northwest right -of --way line of said First Street, a distance of 75.00 feet to a
point for the east corner of said Lot 4, said point also being the intersection of the
northwest right -of --way line of said First Street with the southwest right-of-way line of
said Hays Street;
THENCE North 60 degrees 47 minutes 55 seconds East, a distance of 60.12 feet to a 5/8 inch iron
rod with cap stamped "GORRONDONA" set for the south corner of Lot 2 of Block 11
of said Moore Thornton and Company Addition, said 5/8 inch iron rod with cap
stamped "GORRONDONA" also being the intersection of the northwest right-of-way
line of said First Street with the northeast right -of --way line of said Hays Street;
THENCE South 30 degrees 32 minutes 10 seconds East, a distance of 58.59 feet to the POINT
OF BEGINNING and containing 8,665 square feet or 0.199 acres of land, more or
less.
Notes:
(1) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83 (CORS96, EPOCH 2O09), The North Central Zone 4202, all distances
and areas shown are surface utilizing a TXDOT grid to surface scale factor of
1.00012.
(2) A plat of even survey date herewith accompanies this legal description.
(3) On the Ground Survey Date: February, 2009.
Date: January 24, 2020
Curtis Smith
Registered Professional Land Surveyor No. 5494
Firm No. 10106900 �� TF
CURTIS SMITH
�• ° 5494
SUFN
Exhibit A Page 2 of 2
LINE TABLE
LINE
BEARING
DISTANCE
L-1
S
59'27 00 '1N
60.00
L-2
S
59'24730'W
94.86'
L-3
N
12'21 58 W
63,35
L-4
N
59'32 26 E
75.00
L-5
N
60'47 55 E
1 60.12
L—fi
I S
30.32 10 E
1 58.59
EXHIBIT "B "
PARCEL No. 26
/ BLS 0VN I)O'rION
%I MO�R ANC AV \ G
l E� AI`ID AN �NI;IVISION vc) o�
GG� ,uR 6 SUED \ > O.
S,RAG� \ END 5/8"IR �yJ (P
W/CAP STAMPED
�R� L69 \ / �[ "BROOKS BAKER" \ ��
4 G `
l
ORQ TgORADDO TION / ��� �\G�� Z°o i
IvIOCO pAI CODED w CAP STAMPED` OSE 6 °°�
AND AN t1N� VISION st� .� "GORRONDONA'
/ S U D D I °v�aGp sap �' ' ..:::::' ::::::::. / pG� °RZ��°° p� \
\ ?y GIGO GF°�p����1
\ \ 5�' �v�� O ff;• :;: , G 95
SET 5/8"Ift END 5/8"IR °. SeO��o G
W/CAP STAMPED vOs Sa' G�.,,., W/CAP STAMPED I p�GF OR
"GORRONDONA" :.� "BROOKS BAKER" I J
......... $6019 ,:;: . a " l C) \ 17
6 �.
l
SET 5/81R
W/CAP STAMPED v k
� , 4f G°• g`I.
"GORRONDONA" �kd �� �pQpGO
ri
BLOCK 16
\ MOORE—THORNTON
1 i 'AND COMPANY ADDITIO
AN UNRECORDED
SUBDIVISION
cK ON
\ \ MOOR n-ff
y ApDIION
CORDED
p - AND N OMPAN IJNRE IS
pN
.o A Su131)Iv\
(s) \
G�
40TES:
ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM,
NAO-83(CORS96, EPOCH 2O09), THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS
SHOWN ARE SURFACE UTILIZING A TXDOT GRID TO SURFACE SCALE FACTOR OF 1.00012.
t A LEGAL DESCRIPTION OF EVEN DATE HEREWITH ACCOMPANIES THIS PLAT.
S. ON THE GROUND SURVEY DATE: FEBRUARY 2009.
60 30 0 60
SCALE IN FEET
FoRTWoRTH City of Fort Worth
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102
EXHIBIT SHOWING
A rr�.��t
STREET CLOSUREBEING A PORTION OFFIRST STREET ....................
SITUATE❑ IN THESMITE
...............................R. BRIGGS SURVEY, ABSTRACT No. 116 .� 5494
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ... k.
ULUtiUNL ARLA: t3 bb9 SQUARE FEEI UN U.199 ACRES CURTIS SMITH
JOB NO. 0808-3223 DRAWN BY: JPH I CAD FILE: 26 VACATION.DWG REGISTERED PROFESSIONAL LAND SURVEYOR
DATE: JANUARY 24. 2020 EXHIBIT B PAGE 1 OF 1 1 SCALE: 1" = 60' NO. 5494 TEXAS FIRM No. 10106900
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SO. FORT WORTH, TX, 76118 • 817-496-1424 FAX 817-496-1768
LIVE OAK CONNECTOR
PARCEL No. 27
D.O.E. No. 61.1.7
INTERSECTION OF PEACH STREET AND NORTH LIVE OAK STREET
R. BRIGGS SURVEY, ABSTRACT No. 116
EXHIBIT "A"
Being a 0.233 acre tract of land situated in the R. Briggs Survey, Abstract No. 116 in the City of
Fort Worth, Tarrant County, Texas, said 0.233 acre tract of land being a portion of the existing
right-of-way of Peach Street (a variable width right-of-way), said 0.233 acre tract of land being
more particularly described by metes and bounds as follows:
COMMENCING at a 2 inch pipe in concrete found for the south corner of Lot 31, Block 162 of
the Moore -Thornton and Company Addition, an addition to the City of Fort Worth, Tarrant
County, Texas, an unrecorded subdivision, said 2 inch pipe in concrete also being the intersection
of the northwest right-of-way line of said Peach Street with the northeast right-of-way line of N.
Hampton Street (a 60.0' right-of-way); THENCE North 59 degrees 34 minutes 47 seconds East,
with the southeast line of said Block 162 and with the northwest right-of-way line of said Peach
Street, passing at a distance of 50.00 feet, a 2 inch pipe in concrete found for the east corner of
said Lot 31, said 2 inch pipe in concrete being the south corner of Lot 32 of said Block 162, passing
at a distance of 261.88 feet, a 5/8 inch iron rod with cap (illegible) found for reference, in all, a
distance of 410.00 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA &
ASSOCIATES" set for the POINT OF BEGINNING of the herein described 0.233 acre tract of
land, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" being the east
corner of Lot 3 of said Block 162, said 5/8 inch iron rod with cap stamped "GORRONDONA &
ASSOCIATES" also being the south corner of Lot 4 of said Block 162;
THENCE North 59 degrees 34 minutes 47 seconds East, with the southeast line of said Block 162
and with the northwest right-of-way line of said Peach Street, passing at a distance of
28.00 feet, a point for the east corner of said Lot 4, in all, a distance of 178.88 feet to a
5/8 inch ironrod with cap stamped "GORRONDONA & ASSOCIATES" set for corner
in the westerly right-of-way line of North Live Oak Street (a 70.75' right-of-way);
THENCE South 18 degrees 15 minutes 34 seconds East, with the westerly right-of-way line of
said North Live Oak Street, a distance of 58.28 feet to a 5/8 inch iron rod with cap
stamped "GORRONDONA & ASSOCIATES" set for corner;
THENCE South 59 degrees 34 minutes 47 seconds West, passing at a distance of 98.90 feet, a
point for the north comer of Lot 23, Block 2 of the Schwartz Subdivision, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 38, Page 8 of
the Plat Records of Tarrant County, Texas, said point being in the southeast right-of-
way line of said Peach Street, in all, a distance of 177.09 feet to a 5/8 inch iron rod with
cap stamped "GORRONDONA & ASSOCIATES" set for the west corner of said Lot
23, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" also
being the north corner of Lot 24 of said Block 2;
Exhibit A Page 1 of 2
THENCE North 19 degrees 59 minutes 19 seconds West, a distance of 57.92 feet to the POINT
OF BEGINNING and containing 10,139 square feet or 0.233 acres of land, more or
less.
Notes:
(1) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83(CORS96, EPOCH 2O09), The North Central Zone 4202, all distances
and areas shown are surface utilizing a TXDOT grid to surface scale factor of
1.00012.
(2) A plat of even survey date herewith accompanies this legal description.
(3) All corners are a set 518"iron rod with cap stamped "GORRONDONA &
ASSOCIATES" unless otherwise noted.
Date: January 24, 2020
Curtis Smith
.�
Registered Professional Land Surveyor No. 5494 �P� �o rFRFF
Firm No. 10106900 c,,;'4V o
CURTIS SMITH
i""ooF5494
Exhibit A Page 2 of 2 VQ
\ EXHIBI T "B "
PARCEL No. 27
6°O
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CPS wART� N
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LINE
BEANOE
L--1
N 5934 47 E
178.88
L-2
S 18.15 34 E
58.28
L-3
S 59.34 47
177.09
L-4
N 19'59 i9
57.92
&vm
5UJ3DIvls GE s
VOI'UMp.R.`r38 \ .T 1 19
0
N y� 0 V°� 1 6
1 7�
0
7�
IURE AREA ''A'
iN
100
50
0
100
SCALE
IN
FEET
City of Fort Worth
rth
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102
EXHIBIT SHOWING
A
STREET CLOSURE
BEING A PORTION OF
PEACH STREET
SITUATED IN THE
R. BRIGGS SURVEY, ABSTRACT No. 116
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
■ PROJECT: LIVE OAK CONNECTOR I D.O.E No. 5117 1
JOB NO. 0808-3223
4p6',-� _� 15 Tfi�,��-f
RTIS SMI
°p 5494
PROFESSIONAL LAND SURVEYOR
UAIt: JANVAKY Zlk. ZV;4u I EXH11311 V PA13L 1 OF 1 1 SUALL; }.. = iUL) NO. 5494 TEXAS FIRM No. 10106900
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SO. FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768