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(Vol. 1467. Pg. 323, W.C.D.R.)
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Vol. 2015, Page 816, O.P.R.W.C. ^r %///45
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\\1/2" I.R. Vol. 2340, Pg. 690, O.P.R.W.C. � ' / ` /. � 9
/
EDGECLIFF ESTATES
(V.I. 23. Pg@. 125 k 128, W.C.P.R.)
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PLACE OF
BEGINNING
FINAL PLAT
STONE LAKE ESTATES
UNPLATTEDPHASE 2
TEXAS DEPARTMENT
OF TRANSPORTATION
Va. 749 Page 215. W.C.D-R.
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FIELD NOTES \� EEK �Ea \ �
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7.5' JTIUTY EASEMENT
2340 Pg 690 OPRWC
A TRACT OF LAND IN WICHITA COUNTY, TEXAS, BEING PART OF BLOCK 1, KEMP AND NEWBY SUBDiASION OF THE CHEROKEE COUNTY
to S , 90
\
SCHOOL LANDS, SAID TRACT BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
O 60 0¢.ei `>♦J3?A/ ,-\
BEGINNING AT A 1/2 INCH IRON ROD FOR THE NORTHEAST CORNER OF THIS DESCRIPTION LYING IN THE WEST LINE OF A TRACT CONVEYED
0-
TO THE STATE HIGHWAY DEPARTMENT BY THAT DEED RECORDED IN VOLUME 749, PAGE 215, WICHITA COUNTY DEED RECORDS, SAID 1/2
FALLS, AS
INCH IRON ROD ALSO BEING THE SOUTHEAST CORNER OF EDGECLIFF ESTATES, AN ADDITION TO THE CITY OF WICHITA
RECORDED IN VOLUME 23, PAGES 125 AND 126. WICHITA COUNTY PLAT RECORDS;
b \
THENCE ALONG THE WEST LINE OF THE STATE HIGHWAY DEPARTMENT TRACT, SOUTH 00'38'12" WEST 314.88 FEET TO A 1/2 INCH IRON
THIS DESCRIPTION;
\S. 1 \ 00.
ROD FOR THE MOST EASTERLY SOUTHEAST CORNER OF
T8�000,
THENCE LEAVING SAID WEST LINE, NORTH 8921'48' WEST 170.00 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS
\ -1�I 1
1
DESCRIPTION;
1\ O SI
I'*11 1
THENCE NORTH 00'35'12" EAST 30.68 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS DESCRIPTION;
11
1u/r
THENCE NORTH 88'51'51" WEST 876.04 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE;
THENCE IN A SOUTHWESTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 355.00 FEET, AN ARC DISTANCE OF
1
281.93 FEET TO A 1/ 2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID CURVE BEARS SOUTH 58'23'05' WEST
274.58 FEET:
( 4 U0i I
S 1754"OEDIC47Eg9ilT. '�
THENCE SOUTH 45'38'D2" WEST 500.42 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS DESCRIPTION;
I
II �� E �92.F5• II
Ir
THENCE IN A SOUTHEASTERLY DIRECTION AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1070.00 FEET, AN ARC DISTANCE OF
I� I
701.05 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID CURVE BEARS SOUTH 17-49'42" EAST
688.58 FEET;
Ir I r - 15' EV. D EASEMENT
LAKE BEND DRIVE I bl I (PREY. DEDICATED)
111ENCE SOUTH DO'56'29" WEST 62.73 FEET TO A 1/2 INCH IRON ROD IN THE NORTH LINE OF RIDGEVIEW LANE FOR THE MOST SOUTHERLY
(� R'Q 6'. - P/tEV D/Z I 44 Y,',,) 3Vd. 2148 Pg. 447, O.P.R.W.C.
SOUTHEAST CORNER OF THIS DESCRIPTION;
O0� \ I 11
THENCE ALONG THE NORTH LINE OF RIDGEVIEW LANE AS FOLLOWS:
p M
IN A NORTHWESTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 350.00 FEET, AN ARC DISTANCE OF
L 15' B.L.L. I I :� C"
32.87 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID CURVE BEARS NORTH 8622'O6"
L - _e SV+
WEST 32,86 FEET; AND
RI rw cw.
1/2' t) N89'03'31'W L>R32. 7' 1/2' As
(Set)
NORTH 89'03'31' NEST 147.18 FEET TO A 1/2 INCH IRON ROD AT THE INTERSECTION OF THE NORTH LINE OF RIDCEVIEW LANE AND
ul (set)
0 147.18'
THE EAST LINE OF STONE LAKE DRIVE FOR THE MOST SOUTHERLY SOUTHWEST CORNER OF THIS DESCRIPTION;
R=35 oo
THENCE ALONG THE EAST LINE OF STONE LAKE DRIVE AS FOLLOWS:
NORTH 00'56'29" EAST 61.19 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE;
RIDGEVIEW LANE
IN A NORTHWESTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 890.00 FEET, AN ARC DISTANCE OF
(50' R.O.W. - PREV DIED?.)
790.49 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID CURVE BEARS NORTH 24'30'12"
WEST 764.76 FEET;
NORTH 4956'53' WEST 231.91 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE; AND
IN A NORTHWESTERLY DIRECTION AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1530.00 FEET, AN ARC DISTANCE OF
385.64 FEET TO A 1/2 INCH IRON ROD FOR THE MOST WESTERLY SOUTHWEST CORNER OF THIS DESCRIPTION, THE LONG CHORD
OF SAID CURVE BEARS NORTH 42'43'38" WEST 384.62 FEET;
THENCE NORTH 5333'25" EAST 180.00 FEET TO A 1/2 INCH IRON ROD FOR THE NORTHWEST CORNER OF THIS DESCRIPTION;
THENCE IN A SOUTHEASTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1350.00 FEET, AN ARC DISTANCE OF
343.21 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID CURVE BEARS SOUTH 42'39'53" EAST
342.29 FEET;
THENCE SOUTH 49-56'53" EAST 159.39 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS DESCRIPTION;
THENCE NORTH 45'38.02" EAST 763.25 FEET TO A 1/2 INCH IRON ROD FOR THE MOST NORTHERLY CORNER OF THIS DESCRIPTION AND
BEING THE SOUTHWEST CORNER OF SAID EDGECLIFF ESTATES;
THENCE ALONG THE SOUTH LINE OF SAID EDGECUFF ESTATES, SOUTH 88'51'51" EAST 1319.74 FEET TO THE PLACE OF BEGINNING AND
CONTAINING 19.42 ACRES, MORE OR LESS.
- 12.5 UTILITY EASEMENT
Vol, 2340, Pg. 690, O.P.R.W.C.
u H�1NPLAyT1EDD
STONE LAKE LLC.
Vol. 2015. Page 816, O.P.R.W.C.
GRAPHIC
100 0 6) 1DO 200
( IN FEET
I inch - 100 ft.
BASIS OF BEARINGS:
NORTH 89' 03' 31WEST FOR THE
NORTH RIGHT OF VAY LINE OF
RATHGEBER ROAD.
N❑ IS
p�V i AN R
j Q SOUTHWEST PARKWAY
p SINGLE TON A
QUIT
z
Ov L
T>
�a JENNY z
� A
L I I SOUTHWEST
PARKWAY
LO
L r Z
Z � o
3
v CLIFF DR L o
0_
AREA OF
INTEREST
1
�y.
CARLSON
S(Y' RICCI
RATHGEBER RD,
CRESTVIEW
CEMETERY
LOCATION MAP
NOT 0 SCA,E
MAY 2001
SCALE: 16=100'
OWNER DEVELOPER
STONE LAKE, L.L.C.
2200 KELL BOULEVARD
WICHITA FALLS, TEXAS 76309
(940) 696-2400
-STATE- OF TE)i,ss
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, WATER COURSES
DRAINS, EASEMENTS AND PUBLIC PLACES THEREON SHOWN FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED,
STONE LAKE L.L.C.
BY:
WILLIAM A MCGREGOR, PRESIDENT
THIS PLAT OF STONE LAKE ESTATES, PHASE 2, HAS BEEN SUBMITTED TO AND
CONSIDERED By THE PLANNING AND ZONING COMMISSION OF THE CITY OF WICHITA
FALLS, TEXAS, AND IS HEREBY APPROVED BY SUCH COMMISSION,
DATED THIS (Z 0. DAY OF &.. II, , 2002.
BY: �<. L� L
C IRMAN �E�s��c qqy///
BY: �/� Ma
SECRETARY IV
EN EER/SURVEYOR--
CORNERSTONE ENGINEERING, LLP
1804 EAST SCOTT, SUITE 2
WICHITA FALLS, TEXAS 76301
(940) 322-6450
COUNTY OF WICHITA
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY
APPEARED MR. WIWAM A. McGREGOR, 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. /
GIVEN UNqAR MY HAND AND SEAL OF OFFICE THIS ` DAY
OF 2002.
NOTARY PUBLIC, STATE OF TE *; _�jAQ' *' RATRICIA RFNICK �`I _ Notary PyDlio, SMte of Texax '!��`'--^'p'.e M Commhelon Ex ilex OB
.ryh,10F TEY •tea Y P 102002
THE DIRECTOR OF PUBLIC WORKS OF THE CITY OF WICHIiA
FALLS, TEXAS, HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT
CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS
AS TO WHICH HIS APPROVAL IS REQUIRED.
DIRECTOR OJIPUBLIC WORKS
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL AND ACCURATE FIELD
SURVEY OF THE LAND UNDER MY PERSONAL SUPERVISION IN MAY, 2001, AND THAT ALL INFORMATION
IS TRUE AND CORRECT; AND THAT ALL MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY
PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF
WICHITA FALLS, TEXAS,
MARTIN LITTEKEN, JR., REGI
AL LAND SURVEYOR NO. 5179
THIS IS TO CERTIFY THAT ALL TAXES DUE AND COLLECTED BY THE CITY OF WICHITA FALLS, WICHITA
COUNTY, AND THE WICHITA FALLS INDEPENDENT SCH OQL_0�57TRICT ON THE ABOVE DESCRIBED PROPERTY
HAVE BEEN PAID UP TO AND INCLUDING:[.[
WITH THE FOLLOWING EXCEPTIONS: n , , , ,_ _L
THIS CERTIFICATION IS CONDITIONAL ON VALUES CERTIFIED BY THE APPRAISAL DISTRICT AS OF THIS DATE.
ANY CHANGES TO THE CE IFIED VALUE MADE SUBSEQUENT TO THE DATE OF THE CERTIFICATION ARE
NOT INCLUDED.
TAX COLLECTOR
BY DEPUTY:
DATE:
'
010127-1.DWG 1-100
I