1010.3 - Quail Creek Crossing, Lots 1C & 1D, Block 1A
FINAL PLAT
ORIGINAL NORTHWEST
LOT 1, BLOCK 1,
QUAIL CREEK CROSSING
CURVE DATA
L= 35.80'
R= 355.W
ROW
Va. 27, P9.
919-920,
W.C.P.R.
/
MAPLEWOOD AVE.
(PREV. DEDI. - 60' ROW) 30
N
ROW
CONVEYED BY
EMINENT DOMAIN
CAUSE NI C-307-A
FEB. 21, 2W8
PLATTED
LOT 1, BLOCK 8,
BURLINGTON CALL FIELD
INDUSTRIAL DISTRICT
VOL, 11 , PG. 11 . W.C.P.R.
PLATTED
LOT 3 A, BLOCK 8,
BURLINGTON CALL FIELD
INDUSTRIAL DISTRICT
VOL, 21, PG. 34, WC P.R.
TARRY STREET
(PREY. DEDI. - 60' ROW)
UNPLATTED
FALLS DISTRIBUTION
VOL. 1274. PG. 348. W.C.D.R.
Curve Data
R= 359.20'
L= 328,70' 1
v T= 176.87'
Delta=52°25'51" 1
I
PLACE OF W
75 Row BEGINNING
S89054'47"E 507.46'------------
GAO —--.------------
UNPLATTED VOL.1807.PG.495. W.C.D.R. O — — — — — — — -1 — — — —z+e z'— /� ��� z]z'z°' ���
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18' RY MEHAN S 89°56'0`G " E 282.47' 2 /y l
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— — — �y /y'2~ 20' UTIL. ESM'T. / / 20' UTIL. ESMT. •gym F
r_-15' UTIL. ESM'T �� '^ (PREY. DEDI.)/ / (PREV. DEDI.)
(PREV. DEDI.) '\1I+"9fp 1
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II 15' TXU ESM'T. r (PREV. DEDI.)
Lot 1-C (PREV. DEDI.)
�I
sea l° 'I
20' UTIL ESMT. (14.68 Acres) ' ° 15' TXU ESM'T. N 89-59-47-1 W
LU (Fi EV. DEDI.) (PREV. DEDI.) 61.79'
z Q 1 a
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z t\
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EXIST.
Z ACADEMY
ELM
M
75'ROW I m I_o,
II 3 II o
P Lot 1-D I�
0 A 20' UTIL. ESM'T O
o (5.94 Acres) (PREV. DEDI.) 1
15' TXU ESMT. z
E
(PREV. DEDI.) s �b NM1.35--59'59'E E
].35' 9 50 1 .
,,1 NW-52'Dt'E a' 'Meow
'Is d, IjX/ SBa'J3�21'E 1=0.St�_— 504;-8"W'E —_ _15.31\ , /' IB.W
`; -- ibis —'ZM o,�'19Q91 o+'. '-7i5
25' 81.L.
N 89034'16" W
34.31' CURVE DATA — _ _ —
L=260.15'
TXU UTIL. ESMT. 1I
(PREV. DEDI.)
20' UTIL ESMT. ,� 11
(PREV. DEDI.) \ <'
25' B.LI L
}85�
----- — ——.618. s' --- — ----- _ja
— — — — — — — — — — — — — —
R=81a.00-------------N89°34'16'W 675.20' o
T= 131.19' CURVE DATA
delta= 18°1841" L= 170.87' MAPLEWOOD AVENUE
R= 534.62' (PREV. DEDI. -ROW VARIES)
T= 86,17'
F- — _ Delta= 18*18''
E A.E. CUMMINGS SURVEY, A46
E W.W.BROWN SURVEY, A-794
UNPLATTED
ONCOR ELECTRIC DB.IVERY COMPANY
2.76 ACRES TRACT
VOL- 2315. PG. 126, W.C.D.R.
UNPLATTED
JOE NIELD 3 CFARLES BERRY
VOL 1851. FG.79 , W.C.D.R.
r
B .31S OF BEARINGS
NORTH 0 ;" 43' 45" EAST FOR THE EAST
RIGHT-O 'WAY LINE OF LAWRENCE RD.
ROAD PE -. VOL.26, PIGS. 660-661,
WICHITA COUNTY PLAT RECORDS
Fi OOD PLAIN NOTES
THE PROPER " DESCRIBED HEREON DOES NOT
LIE WITHIN TI i'. SPECIAL FLOOD HAZARD AREAS
INUNDATED E r 100 YEAR FLOOD AS DELINEATED
ON THAT FLC :D INSURANCE RATE ['AP FOR
WICHITA F ' LLS , TEXAS, COMMUNITY PANEL
NUMBER _48485CO43. 3 AS PUBLISHED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
AND DATED FEBRUARY 3, 2010
ONE X
REVISED TO; 'I:FLECT LOMA EFFECTIVE: JUNE 28, 2012
S 89°5947" E
50.04'
EXIST.
SS.M.K
C)
Q
ON
LL
W O
3
Z m3
WvW
ao
ri
2 m
X. a' N
ANI LL
EWER O2
NE J
(Y
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LL
GRAPHIC SCALE
50 0 50 100 200
J
(IN FEET)
1 inch = 100 ft.
FIELD NOTES
QUA' IL CREEK CROSSING
Lots 1-C & 1-D, Block 1
A TRACT OF LAND MORE COMMONLY KNOWN AS LOT 1-13, BLOCK 1, QUAIL CREEK
CROSSING, AN ADDITION TO THE CITY OF WICHITA FALLS, TEXAS, AS RECORDED IN
VOLUME 28, PAGES 447-448, WICHITA COUNTY PLAT RECORDS, AND ALSO BEING OUT OF
THE ANNIE CUMMINGS SURVEY, A-610, WICHITA COUNTY, TEXAS, AND BEING MORE
SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2 INCH IRON ROD LYING IN THE EAST RIGHT-OF-WAY LINE OF LAWRENCE
ROAD, A DEDICATED STREET, AND BEING THE ORIGINAL NORTHWEST CORNER OF THE
ABOVE MENTIONED LOT 1-B, BLOCK 1, AND SAID 1/2 INCH IRON ROD BEING THE
NORTHWEST CORNER AND PLACE OF BEGINNING OF THIS DESCRIPTION;
THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE AND ALONG THE NORTH LINE OF THE
ABOVE MENTIONED LOT 1-B, BLOCK 1, QUAIL CREEK CROSSING AS FOLLOWS:
SOUTH 89056'02" EAST 282.47 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
NORTH 0001220" EAST 44.70 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
SOUTH 89°54'47" EAST 507.46 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF
CURVATURE;
IN A NORTHEASTERLY DIRECTION ALONG A 15.95 DEGREE CURVE TO THE LEFT
HAVING A DELTA OF 52025'51" AND A RADIUS OF 359.20 FEET, A TOTAL ARC DISTANCE
OF 328.70 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 63°50'20" EAST
A DISTANCE OF 317.35 FEET TO A 1/2 INC'' IRON ROD FOR THE MOST NORTHERLY
NORTHEAST CORNER OF THIS TRACT;
THENCE ALONG THE EAST LINE OF LOT 1-B, BLOCK 1, QUAIL CREEK CROSSING, AS
FOLLOWS:
SOUTH 00°03'52" WEST 399.43 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
SOUTH 89059'47" EAST 50.04 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE r`OINT OF
THIS TRACT;
SOUTH 0000503" WEST 567.63 FEET TO A 1/2 INCH IRON ROD LYING IN THE NORTH
RIGHT-OF-WAY LINE OF MAPLEWOOD AVENUE, A DEDICATED STREET, FOR THE
SOUTHEAST CORNER OF THIS TRACT;
THENCE ALONG THE SOUTH LINE OF THE ABOVE MENTIONED LOT 1-B, BLOCK 1, QUAIL
CREEK CROSSING AND ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF MAPLEWOOD
AVENUE, A DEDICATED STREET, AS FOLLOWS:
NORTH 89034'16" WEST 675.20 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF
CURVATURE;
IN A NORTHWESTERLY DIRECTION ALONG A 10,637 DEGREE CURVE TO THE RIGHT
HAVING A DELTA OF 18018'43" AND A RADIUS OF 534.62 FEET, A TOTAL ARC DISTANCE
OF 170.87 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 8W24'57" WEST
A DISTANCE OF 170.14 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF REVERSE
CURVATURE;
IN A NORTHWESTERLY DIRECTION ALONG A 7.074 DEGREE CURVE TO THE LEFT
HAVING A DELTA OF 18018'41" AND A RADIUS OF 814.00 FEET, A TOTAL ARC DISTANCE
OF 260.15 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 80°24'56" WEST
A DISTANCE OF 259.04 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF TANGENCY;
NORTH 89034'16" WEST 34.31 FEET TO A 1/2 INCH IRON ROD FOR THE INTERSECTION OF THE
NORTH RIGHT-OF-WAY LINE OF MAPLEWOOD AVENUE AND THE EAST RIGHT-OF-WAY LINE
OF LAWRENCE ROAD AND ALSO BEING THE SOUTHWEST CORNER OF THE ABOVE
MENTIONED LOT 1-B, BLOCK 1, QUAIL CREEK CROSSING AND THIS TRACT;
THENCE LEAVING THE NORTH RIGHT-OF-WAY LINE OF SAID MAPLEWOOD AVENUE AND
ALONG THE EAST RIGHT-OF-WAY LINE OF LAWRENCE ROAD, NORTH 00°43'45" EAST '06.83
FEET TO THE PLACE OF BEGINNING AND CONTAINING 20.62 ACRES, MORE OR LESS.
(A REPLAT OF LOT 1-B, BLOCK 1, QUAIL CREEK CROSSING)
OWNER / DE /ELOPER:
QUAIL CREE K CROSSING LTD.
8100 BROAC NAY, SUITE 100
SAN ANTON, J, TEXAS 78290
(210)-828-7654
NOVEMBER 2013
SCALE: 1 "=100'
State of TEXAS
County of WICHI-; A
The owner of the land shown on this plat and whose name is
subscribed hereto of I in person or through a duty authorized
agent hereby dedica •s to the uses of the public forever all streets,
allays, parks, waterc.;urses, drains, easements, and public places
thereon shown for the purposes and considerations therein
expressed and futhe warrants that he has lawful authority to
make such dedicatit S.
QUAIL CREEK CROSSING LTD.
By:
PAUL K. BLACKBURN, PRESIDENT
This plat, QUAIL CF :EK CROSSING LOTS 1-C & 14) BLOCK 1 , has
been submitted to a J considered by the City of Wichita Falls, Texas,
under the terms and ,onditions of a minor plat and is hereby approved.
/4
Dated this, the day of 2013.
By: v
F0r D r ctor of Community Development"
"I hereby certify tha
This plat has been prepared from an actual and
accurate field sJrvey of the land under my personal supervision on
OCTOBER 2013; L
d that all information shown is true and correct; and at
all monument, sho
n thereon were property placed under my personal
supervision, in aco
dance with the subdivision regulations of the City of
Wichita Falls, Texa
.
James iggs III Registere rofessional Land Surveyor, No. 2967
ENGINEER / SURVEYOR_
BIGGS & MATHEWS, INC.
2500 BROOK AVE.
WICHITA FALLS, TX 76301
(940) 766-0156
State of TEXAS
County of WICHITA
Before me the undersigned authority on this day personally
appeared PAUL K. BLACKBURN 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 considerations therein expressed and in the capacity therein stated.
Given under my hand and seal of office this, `t day of
C ir 2013.
By: V�
Notary Public, X %✓ County, Texas"
AMANDA M. MCC>UIRE
No Public, State of texas
' My Commission Expires
June 22.2016
The Director of c'ublic Works of 'he City (f' Vict:lta Falls,
Texas, hereby certifies that this subdivision plat conforms to
all requirements of the subdivision regulations as to which
his approval is required.
By:
Director of Public Works"
This is to certify that all taxes due and collected by the Wichita
County Tax Assessor/Collector on the above described property have
been paid up to F'nd including -!Do
This certification is conditional on values certified by the Appraisal
District as of this date. Any changes to the certified value made
subsequent to the date of the certification are not included.
Tax Collector:
By Deputy:
Date: C 4th <Jl .Ott)
F:\03_projects\2013\2013-196\dwg\2013-196 FINAL PLAT.dwg JMJ
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