1010.1 - Quail Creek Crossing, Lot 1A, Block 1- - YD 4:1
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FINAL PLAT
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28
P-3
ON
PLATTED
0
LOT T BLOCK 8,
o
BURLINGTON CALL FIELD
INDUSTRIAL DISTRICT
LLI
VOL, 11 . PG, 11 , W.C.P.R.
Zo
0
r.
PLATTED
TARRY STREET
(PREY. DEDI. - 60' ROW)
UNPLATTED
FALLS DISTRIDUTION
VOL. 1274, PG. M8. W.C.D.R.
Curve Data
R= 359.20'
W L= 328.70' I
a T= 176.87'
Qa w Delta = 52°25 51 "
J PLACE OF
BEGINNING
S89°54'47"E 507.46' ____ ______
ORIGINAL NORTHWEST ° J
LOT 1, BLOCK 1, —
QUAILCREEKCROSSING UNPLATTED VOL.1807.PG.495. W.C.D.R. (i Lh r
u
--------------------_---------------�
)rARYMEHAN S 89°56'0`L"E 282.47' Z
— — — — — — — — — — — 20' UTIL. ESMT. 20' UTIL. ESMT. I o
(PREV. DEDI.) (PREY. DEDI.) I (V
<I h
10' UTIL. ESMT. I M 0
(PREV. DEDI) I °O WWr
15'x 10' 180• I1-4gJ I O F
UTIL ESMT. ' I � W I a
(HER. VACATED) - I 15' UTIL. ESMT.
(HER. DEDI.) \ \ I Z
10 TESCO EASEMEN, \ 20 UTIL. ESMT.
(PREV. DEDI.) PER \ \ (PREV. DEDI.)
20' UTIL ESMT.
VOL 1065, PGS.8M. W.C.D.R. S 8905947" E
(PREV. DEDI.) (HER. VACATED) \ \ I 50.04'
II u I
I L_�
I) I
I fil (
15• x W TESCO EASEMENT
-� �— (PREV. DEDI.) PER
u_I VOL. 1941, PGS. 366. W.C.D.R.
O I m (HER. VACATED)
LD
Lot 1-A, Block 1,
W
I 20' UTIL. ESMT. �I
I� 20.72 Acres (PREV. DEDI.)
I I(21
O II I It"
II I
I I 3
75' ROW I I I c
I I o
II I p a
II I o
CURVE DATA I O �
L= 258.87' I <
R= 810.00' Of I o
T= 13a55' CURVE DATA Of
W ti
Delta= 18°18 11" I
L = 172. 14' >3
= 25' g_L R= 538.62' I Z '6 p
=�� T=86.8V I �o
Delta= 18°18'41'
N 89034'16" W �\ 20' UTIL. ESMT. I o5 a o
TRADE DRIVE — (PREV. DEDI.)
3 34.33' �� � zs a.Ll. I = �>
(PREV. DEDI. - 60' ROW)
0 O
N 89°34"16" W 67523'
MAPLEWOOD AVENUE
(PREV. DEDI. - ROW VARIES)
0
I-
5
1®
SOUTH
NORTH
BURLINGTON CALL FIELD
INDUSTRIAL DISTRICT
VOL. 21 . PG. 34, W.0 P.R.
UNPLATTED
ONCOR ELECTRIC DELIVERY COMPANY
2.76 ACRES TRACT
VOL. MIS, PG. 126. W.C.D.R.
UNPLATTED
JOE MELD 8 CHARLES BERRY
VOL.'.. PG.?. W.C.D.R.
BASIS OF BEARINGS:
NORTH 00° 43' 45" EAST FOR THE EAST
RIGHT-OF-WAY LINE OF LAWRENCE RD.
ROAD PER VOL.26. PGS 660-661,
WICHITA COUNTY PLAT RECORDS
FLOOD PLAIN NOTES
THE PROPERTY DESCRIBED HEREON "DOES"
LIE WITHIN THE SPECIAL FLOOD HAZARD AREAS
INUNDATED BY 100 YEAR FLOOD AS DELINEATED
ON THAT FLOOD INSURANCE RATE MAP FOR
WICHITA FALLS TEXAS, COMMUNITY PANEL
NUMBER 480662 0025E AS PUBLISHED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
AND DATED JANUARY 19, 2000
ZONE X
BFE=984
FLOODPLAIN DEVELOPMENT PERMITS WILL BE REQUIRED.
GRAPHIC SCALE
50 0 50 100 200
( IN FEET)
1 inch = 100 ft.
IhLD NOTES
A -1 RACT OF LAND MORE COMMONLY KNOWN AS LO F 1, BLOCK 1, QUAIL CREEK CROSSING,
AN ADDITION TO THE CITY OF WICHITA FALLS, TEXAS, AS RECORDED IN VOLUME 28, PAGE
162-163, 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 LINE OF LAWRENCE
ROAD, A DEDICATED STREET, AND BEARS NORTH 89"56'02" WEST 15.00 FEET FROM THE
ORIGINAL NORTHWEST CORNER OF THE ABOVE MENTIONED LOT 1, BLOCK 1, AND SAID 1/7
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, BLOCK 1, QUAIL CREEK CROSSING AS FOLLOWS:
SOUTH 89°56'02" EAST 282.47 FEET 10 A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
NORTH 00012'20" EAST 44.70 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF
THIS TRACT;
SOUTH 8905447" EAST 507.46 FEET TO A 112 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 52°25'51" AND A RADIUS OF 359.20 FEET, A TOTAL ARC DISTANCE
OF 328.70 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 63050'20" EAST
A DISTANCE OF 317.35 FEET TO A 112 INCH IRON ROD FOR THE MOST NORTHERLY
NORTHEAST CORNER OF THIS TRACT;
THENCE ALONG THE EAST LINE OF LOT 1, BLOCK 1, QUAIL CREEK CROSSING, AS FOLLOW!;
SOUTH 00'03'52" WEST 399.43 FEE T I'O A 112 INCH IRON ROD FOR AN ANGLE POINT OI
THIS TRACT;
SOUTH 89°59'47" EAST 50.04 FEET TO A 112 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 MAPLEWOOO AVENUE, A DEDICATED STREET, FOR THE
SOUTHEAST CORNER OF THIS TRACT;
THENCE ALONG THE SOUTH LINE OF THE ABOVE MENTIONED LOT 1, BLOCK 1, QUAIL CREEK
CROSSING AND ALSO BEING THE NORTH BIGHT -OF -WAY LINE OF MAPLEWOOD AVENUE, A
DEDICATED STREET, AS FOLLOWS:
NORTH 89034'16" WEST 675.23 FEET 10 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 18018'41" AND A RADIUS OF 538.62 FEET, A TOTAL ARC DISTANCE
OF 172.14 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 80°24'56" WES I
A DISTANCE OF 171.41 FEET TO A 1/2 INCH IP?ON ROD FOR A POINT OF REVERSE
CURVATURE;
IN A NORTHWESTERLY DIRECTION ALONG A 7.074 DEGREE CURVE TO THE LEFT
HAVING A DELTA OF 18°18'41" AND A RADIUS OF 810.00 FEET, A TOTAL ARC DISTANCI
OF 258.87 FEET, SAID CURVE ALSO HAS A CHORD BEARING OF NORTH 80°24'56" WES I
A DISTANCE OF 257.77 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF TANGENCY;
NORTH 89°34'16"WEST34.33 FEET TO A 112 INCH IRON ROD FOR THE INTERSECTION OF THI
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, 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 710.83
FEET TO THE PLACE OF BEGINNING AND CONTAINING 20.72 ACRES, MORE OR LESS.
QUAIL CREEK CRO
LOT 1-A BLOCK 1 ,
(A REPLAT OF LOT 1, BLOCK 1, QUAIL CREEK CF
OWNER / DEVELOPER:
UILIAIL CREEK CROSSING LTD.
8100 BROADWAY, SUITE 100
SAN ANTONIO, TEXAS 78290
(210)-828-7654
DECEMBER 2006
SCALE: 1 "=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,
�5, parks, water courses, drains, easements, and public place=
,eon shown for the purposes and considerations therein
xpressed.
QUAIL CREEK CROSSING LTD.
By: L
PAUL K. BLACKBURN, PRESIDENT
This plat, QUAIL CREEK CROSSING , has
been submitted to and considered by the City of Wichita Falls, Texas,
and is hereby approved.
Dated this, the JI:j day of _ J 43J 200�. —�
By: �'� A
Director of Community Development
hereby certify that this plat has been prepared from an actual and
accurate field survey of the land under my personal supervision in
DECEMBER 2006, 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.
Imes
Surveyor,
CAII' IRlr—r—r"1 1
SING
ING)
nl Ir%% Ir\i^n
-
BIGGS & MATHEWS9 INC.
2500 BROOM AVE.
WICHITA FALLS, TX 76301
(940) 766-01,56
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 same for the purposes
and considerations therein expressed and in the capacity stated.
i
Given under my hand and sea of office this, the
By:
Notary Public in and for th
;late of Texas �u+0 "" S C
as EP........OT'O,
l o,
OF SE*P.J
naa
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. i
Director r
Works
This is to certify that all taxes iiue and collected by the Wichita
County Tax Assessor/Collects r on the above described property have
been paid up to and including,
e2(;oLo p,A-Q
This certification is condition 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: 3'S
.dwg