945.0 - Stone Lake Estates, Phase 11/2" I.R. \
(Set)
Q' S6o. \� Vol. 214651TE
Pg. U447, O.PR.W.C.B
^(O \ s8' J UNPLATTED
V \<lJ STONE LAKE LLC.
\Z/ \ Vol. 2015. Page 816, O.P.R.W.C.
<O " 7 \ Ro�eFN A = 31 *15'06" 1 1
R = 150.00' 1 1 - `-
_ L = 81.82' I 1 N87'4625"E I 15' OFF -SITE UTIL ESMT. No 5
'/(Set)R.'e I I 128.51' Q = 04'13'S7" I I Vol. 2148, Pg. 447, O.P.R.W.C.
�700'1 \ �8o R = 890.00' i I'J
1/2" I.R. \ \ 9 \ \ I
(Set> L = 65.75 I I
4
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\ A-'aT 10 \ s45 L",83.64 57.9g'I°0 ' (Set)R.'s 61.19' I ^
61>. 100 �' J e 0 = 05"22'S1
23 11 18 ` II S89'03'31 E I I R = 350.00'
9 4V \ \ \ \ 7pp 11 r�N j I I 147.18' I I L = 32.87
\ \ x^ry �ry 12 CD I /z• I.R.'a
Soo \ I RIDGEIAEW LANE (Set)
\ \ \ \pOPo IS' (HEREIN
ESMT. I' 50' R.O.W. - HEREIN DEDI.
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(Set)
7.5'
RIGHT-OF-WAY
(HEREIN
DEDICATED)
BASIS OF BEARINGS:
NORTH 89' 03' 31" WEST FOR THE
NORTH RIGHT OF WAY LINE OF
RATHGEBER ROAD.
1/2nd.) " I.R.
(F
FIELD NOTES
A TRACT OF LAND IN WICHITA COUNTY. TEXAS, BEING PART OF BLOCK 1, KEMP AND NEWBY SUBDIVISION OF THE
CHEROKEE COUNTY SCHOOL LANDS, SAID TRACT BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
BEGINNING AT A 1/2 INCH IRON ROD LYING IN THE NORTH RIGHT-OF-WAY LINE OF RATHGEBER ROAD, SAID IRON
ROD BEARS NORTH 89'03'31" WEST 423.18 FEET FROM A 4 INCH STEEL PIPE FENCE CORNER POST FOR THE
INTERSECTION OF SAID NORTH RIGHT-OF-WAY LINE WITH THE WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 79,
SAID IRON ROD BEING THE SOUTHEAST CORNER OF THIS DESCRIPTION;
THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, NORTH 89'03'31" WEST 1120.00 FEET TO A 1/2 INCH IRON
ROD FOR THE MOST SOUTHERLY SOUTHWEST CORNER OF THIS DESCRIPTION;
THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, NORTH 00-56'29" EAST 715.40 FEET TO A 1/2 INCH IRON
ROD FOR AN INTERIOR CORNER OF THIS DESCRIPTION;
THENCE NORTH 88'01'22" WEST 181.90 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS DESCRIPTION;
THENCE NORTH 67'02'39" WEST 500.00 FEET TO A 1/2 INCH IRON ROD FOR THE MOST WESTERLY SOUTHWEST
CORNER OF THIS DESCRIPTION;
THENCE NORTH 22'57'21" EAST 260.67 FEET TO A 1/2 INCH IRON ROD FOR THE NORTHWEST CORNER OF
THIS DESCRIPTION;
THENCE SOUTH 60'58'29" EAST 462.53 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE;
THENCE ALONG A 38.197 DEGREE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 31*15,061, AND A RADIUS
OF 150.00 FEET, AN ARC DISTANCE OF 81.82 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS
DESCRIPTION, THE LONG CHORD OF SAID CURVE BEARS SOUTH 76'36'02" EAST 80.81 FEET;
THENCE NORTH 87'46'25" EAST 128.51 FEET TO A 1/2 INCH IRON ROD LYING IN A CURVE FOR AN ANGLE POINT
OF THIS DESCRIPTION;
THENCE ALONG A 6.438 DEGREE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 04113'57" AND A RADIUS
OF 890.00 FEET, AN ARC DISTANCE OF 65.75 FEET TO A 1/2 INCH IRON ROD, THE LONG CHORD OF SAID CURVE
BEARS SOUTH 01'10'30" EAST 65.73 FEET;
(CONTINUED)
P'A KwAY
UNPLATTED
STONE LAKE L.L.C.
Vol. 2015. Page 816. O.P.R.W.C.
AREA OF
INTEREST
LOCATION MAP
NOT TO SCALE
LJ
N
p
(0 O
7.5' OFF -SITE UAL ESMT. No. 2
Val. 2146, Pg. 447, O.P.R.W.C.
0 O
00,
S89003'31 "E
702.78'
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- _ - -
- - -- _ -- -
(Sat)
-
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10
10.x&Y�
110' TXU ESMT.
(HEREIN DEDI.)
D(U GU)( ESM .
(HEREIN DEDI.)
17
16
15 I
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ROAD 1120.00, 77727
(62.5' R.O. W. - PREY. DEDICATED)
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$89'03 31 E
Vol.
2146. Pg. 447, O.P.R.W.C.
- - 170.00'
1/2 I.R.
all (Set)
7,W UTILITY EASEMENT
7
(HEREIN DEDICATED)
23
Inlet ®
; 1
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i N LO
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1 O ,
b18
-Im L5' B_L. L. I
20' OFF -SITE UTIL ESMT. No. 1
1 va. 2148. Pg. 447, O.P.R.W.C.
L-120.00'
L_ ,� - 215.63'
-
la Tbl met. OfDI.
-- - - n
PLACE OF
BE32INNING
(FIELD NOTES CONTINUED)
1/2" I.R. N89'03'31
(Set)
200.00'
423.18'
FINAL PLAT
STONE LAKE ESTATES
PHASE 1
OWNER/DEVELOPER
STONE LAKE, L.L.C.
4245 KEMP BOULEVARD, SUITE 201
WICHITA FALLS, TEXAS 76308
(940) 696-2400
JUNE 1999
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, 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
4" STEEL ZPIPECORNER
(Fnd.)
100
ENGINEER:
CORNERSTONE ENGINEERING
1804 EAST SCOTT, SUITE 2
WICHITA FALLS, TEXAS 76303
(940) 322-6450
STATE OF TEXAS
COUNTY OF WICHITA
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY
APPEARED MR. WILLIAM A. McGREGOR, 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 STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THISG�AY
OF 2000.
n
BARBARA WALKER
NOTARY PUBLIC
STATE OF TEXAS
My COMM. Fxp, 05-25-2001
THIS PLAT OF STONE LAKE ESTATES, PHASE 1, 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 COIMMISSION.
DATED THIS 1Lg - DAY OF _��[q„� _ 2000.
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.
STATE QF TEXAS
THENCE SOUTH 00'56'29" WEST 61.19 FEET TO A 1/2 INCH IRON ROD FOR AN IJTERIOR CORNER OF THIS DESCRIPTION;
THENCE SOUTH 89'03'31" EAST 147.18 FEET TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE;
THENCE ALONG A 16.370 DEGREE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 05*22,510 AND A RADIUS DIRECTOR OF PUBLIC WORKS
OF 350.00 FEET, AN ARC DISTANCE OF 32.87 FEET TO A 1/2 INCH IRON ROD FOR THE MOST NORTHERLY
NORTHEAST CORNER OF THIS DESCRIPTION, THE LONG CHORD OF SAID CURVE BARS SOUTH 86'22'06" EAST 32.86 FEET;
THENCE SOUTH 00'56'29" WEST 513.78 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS DESCRIPTION;
THENCE NORTH 89'03'31" WEST 2.78 FEET TO A 1/2 INCH IRON ROD FOR AN AJGLE POINT OF THIS DESCRIPTION;
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL AND ACCURATE FIELD
THENCE SOUTH 00'56'29" WEST 120.00 FEET 702.28 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER SURVEY OF THE LAND UNDER MY PERSONAL SUPERVISION IN JUNE, 1999, AND THAT ALL INFORMATION
OF THIS DESCRIPTION; 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
THENCE SOUTH 89'03'31" EAST 702.78 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS DESCRIPTION; WICHITA FALLS, TEXAS.
THENCE NORTH 00'56'29" EAST 10.00 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE POINT OF THIS DESCRIPTION;
THENCE SOUTH 89'03'31" EAST 170.00 FEET TO A 1/2 INCH IRON ROD FOR THE MOST EASTERLY NORTHEAST '_ CCF
CORNER OF THIS DESCRIPTION; C' S 7
THENCE SOUTH 00'56'29" WEST 167.50 FEET TO THE PLACE OF BEGINNING AND CONTAINING 11.260 ACRES, t • •••..••.....«<...
MORE OR LESS. MARTIN LITTE
MARTIN LITTEKEN, JR., REGISTERED PROFESSI NAL LAND SURVEYOR NO. 5179 9 5179
,i'�j �QFES51
j • 7?-acn
990051-F.DWG 1=100
REVISED 11/18/99 TO ADD EASEMENTS FOR
TXU AND TO CHANGE LENGTH OF BLOCK 13