1010.2 - Quail Creek Crossing, Lot 1B, Block 1r` 8
ORIGINAL NORTHWEST
LOT 1, BLOCK 1,
QUAIL CREEK CROSSIN(
15'
WV
PLATTED
LOT 1, BLOCK 8.
BURLINGTON CALL FIELD
INDUSTRIAL DISTRICT
VOL 11,PG. 1I,WCP.R.
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PLACE OF W
BFGINNINGNPLAT
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UTED- VOLVOL.1807104M. W.OD.R. Op
\RY MEHAN S 89056'02" E 282,47' 2
15' UTIL ESMT. jr
I (PREV_ DEDI) I ^
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299' 10' x 15' UTIL ESMT. :M2 WO
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PREVIOUS PLAT) _jw
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20' UTIL ESMT.
(PREV. DEDI.)
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75' ROW
TARRY STREET
(PREV. DEDI. - 60' ROW)
PLATTED -
LOT 3 A. BLOCK S.
BURLINGTON CALL FIELD
INDUSTRW. DISTRICT
VOL 21 PG. 30 W C P R.
S 89°54 47" E 50746'
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20' UTIL ESMT.
(PREV. DEDI.)
15, TXU ESMT.
(HEREIN. DEDI.)
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(HEREIN. DEDI.)
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N 89034'16" W 25 e L
MAPLEWOOD AVE. L
34.33' CURVE DATA
(PREV. DEDI. - 60' ROW) W 170
L= 258.87' /',87'RR 5sa az
- — - N R= 810.00' e7 ? CURVE DATA
m T= 130.55'
Delta= 18°18'41" s p 3 R= 536..62'
2 T= 86.8V
--- - Della= 18°18'41°
SOUTH LINE OF THE AE CUM MINGS SURVEY, A418
NORTH LINE OF THE W W BROWN SURVEY. A-794
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LOCATION MAP
UNPLATTED
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FALLS DISTRIBUTION
VOL. 1274, PG M8. W.C.D R.
Curve Data
R= 359.20'
L= 328.70'
T= 176.87'
Delta= 52°25'51"
of LL
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20' UTIL. ESM'T.�
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(PREV. DEDI.)
(V
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20' I/T11_. ESMT.
PREV DEDI
Lot 1-B, Block 1
LOT 1-B = 20.616 Acres
R. O W = 0.105 Acres
TOTAL = 20.721 Acres
S 89059'17" E
50.04'
L�
20' UTIL ESMT. -
(PREV. DEDI.)
TXU UTIL ESM'T.
—' UTIL. ESMT. (HERE=DEDL)\ I q
PREV. DEDI.
25' B.L_L
675.20'
MAPLEWOOD AVENUE N 89034'16" W 675.23' 0
(PREV. DEDI. - ROW VARIES) o
UNPLATTED
1R ELECTRIC DELIVERY COMPANY
2 76 ACRES TRACT
VOL 2315, PG. 128. W.0 D R
UNPLATTED
JOE NELD 8 CHARLES BERRY
VOL 1851. PG. 79. W.CD R.
BASIS OF BEARINGS
NORTH 00° 43' 45" EAST FOR TI iE EAST
RIGHT-OF-WAY LINE OF LAWRENCE RD.
ROAD PER VOL.26, PIGS. 660-661,
WICHITA COUNTY PLAT RECORDS
FLOOD PLAIN NOTES)
THE PROPERTY DESCRIBED HEREON "DOES"
LIE WITHIN THE SPECIAL FLOOD HAZARD AREAS
INUNDATED BY 1D0 YEAR FLOOD AS DELINEATED
ON THAT FLOOD INSURANCE RATE MAP FOR
WICHITA FALLS , TEXAS COMMUNITY PANEL_
NUMBER 480662 0025 E AS PUBLISHED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
AND DATED JANUARY 19, 2000
ZONE X
BFE = 984
FLOODPLAIN DEVELOPMENT PERMITS WILL BE REQUIRED
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FINAL PLAT IOIO,Z
QUAIL CREEK CROSSING
Y LOT 1-B , BLOCK 1
GRAPHIC SCALE
50 0 5o 100 200
(IN FEET)
1 inch = 100 ft.
FIELD NOTES
A TRACT OF LAND MORE COMMONLY KNOWN AS LOT 1-A, BLOCK 1, QUAIL CREEK
CROSSING, AN ADDITION TO THE CITY OF WICHITA FALLS, TEXAS, AS RECORDED IN
VOLUME 28, PAGE 241-242, 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 112 INCH IRON ROD LYING IN THE EAST RIGHT-OF-WAY LINK OF LAWRENCE
ROAD, A DEDICATED STREET, AND BEING THE ORIGINAL NORTHWEST COF.NER OF THE
ABOVE MENTIONED LOT 1-A, BLOCK 1, AND SAID 1/2 INCH IRON ROD BEING fHE
NORTHWEST CORNER AND PLACE OF BEGINNING OF THIS DESCRIPTION;
THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE AND ALONG THE NORTH I INE OF THE
ABOVE MENTIONED LOT 1-A, BLOCK 1, QUAIL CREEK CROSSING AS FOLLOWS:
SOUTH 89°56'02" EAST 282.47 FEET TO A 112 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
NORTH 00"12'20" 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 INCH IRON ROD FOR THE MOST NORTHERLY
NORTHEAST CORNER OF THIS TRACT;
THENCE ALONG THE EAST LINE OF LOT 1-A, BLOCK 1, QUAIL CREEK CROSSING, AS
FOLLOWS:
SOUTH 00°03'52" WEST 399.43 FEET TO A 112 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
SOUTH 89"59'47" FAST 50.04 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
SOUTH 00°05'03" WEST 571.63 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-A, BLOCK 1, QUAIL
CREEK CROSSING AND ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF MAPLEWOOD
AVENUE, A DEDICATED STREET, AS FOLLOWS:
NORTH 69°3416" WEST 675.23 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 18°18'41" AND A RADIUS OF 538.62 FEET, A TOTAI ARC DISTANCE
OF 172.14 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTI 180°24'56' WEST
A DISTANCE OF 171.41 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 810.00 FEET, A TOTAL ARC DISTANCE
OF 258.87 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTI 180°24'56" WEST
A DISTANCE OF 257 77 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF TANGENCY;
NORTH 89°34"6" WEST 34.33 FEET TO A 1/2 INCH IRON ROD FOR THE INTERSECTION OF THE
NORTH RIGHT-OF-WAY LINE OF MAPLEWOOD AVENUE AND THE EAST RIGFI r-OF-WAY LINE
OF LAWRENCE ROAD AND ALSO BEING THE SOUTHWEST CORNER OF THE ABOVE
MENTIONED LDT i-A BLOCK 1 QUAIL CREEK CROSSING AND THISTRACT: R A CT,
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 710.83
FEET TO THE PLACE OF BEGINNING AND CONTAINING 20.721 ACRES, MORE OR LESS.
(A REPLAT OF LOT 1-A, BLOCK 1, QUAIL CREEK CROSSING)
OWNER / DEVELOPER:
QUAIL CREEK CROSSING LTD.
8100 BROADWAY, SUITE 100
SAN ANTONIO, TEXAS 78290
(210)-828-7654
JANUARY, 2008
SCALE: 111=100,
"State of TEXAS
County of WICHITA
The owner of the land shown on this plat and whose name is
subscribed hereto and in person or through a duly authorized
agent hereby dedicates to the uses of the public forever all streets
alleys, parks, watercourses, drains, easements, and public places
thereon shown for the purposes and considerations therein
expressed and futher warrants that he has lawful authority to
make such dedications.
QUAIL CREEK CROSSING LTD.
PAUL K. BLACKBURN, PRESIDENTcs
"This plat, QUAIL CREEK CROSSING LOT 1-B. BLOCK 1 , has
been submitted to and considered by the City of Wichita Falls, Texas,
under the terms and conditions of a minor plat and is hereby approved.
Dated this, the A f day of i 2008.
By: Lao, ov//�_
hector of Community Development"
"I hereby certify that this plat has been prepared from an actual and
accurate field survey of the land under my personal supervision on
JANUARY 2008; and that all information shown is true and correct; and that
all monuments shown thereon were property placed under my personal
supervision, in accordance with the subdivision regulations of the City of
Wichita Falls, Texas.
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 seat of office this, 3 day of
- - --- - — 2008. -
Public, QA&-f' County, Texas"
KATHLEEN BRADEN
b No
Public
STATE OF TEXAS
v>E�s My Comm. F_V. 08-06.2011
The Director of Public Works of the City of Wichita 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 and including gao-7
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. )-ot_ , ' [(f d n f- k
By Deputy:
Date: /0 -U
F:\03 Projects\2008\2008-013\dwg\2008-013 dwg