945.13 - Stone Lake Estates, Phase815' UTILFINAL FLAT
I � I
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PLATTED
STONE LAKE ESTATES, PHASE 2
(Vol. 27, Pga, 1203 h 1204, W.C.P.R.) i I 10'UTIL.
DEOI.H)
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UNPLA
TEXAS DEPARTMENT STONE LAKE ESTATES
\ OF TRANSPORTATION
/ \ 38 I 37 I 36 35 34 33 32 31 30 29 28 27 26 i 1 5 -
PHASE 8
PLATTED _ _ _
- WOODRIDGE DRIVE - p o I �f - - - - - - - -
STONE LAKE ESTATES, PHASE 5 >I
/ 40 \ / (50' R.O.W. -PREV. DEDL) 4 /
\ (Vol. 27, Pga, 1579 R 1580, W.C.P.R.)
41
/ 9 OWNER/OEVELOPER.-
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\ / / 5 \ 7.5' UTIL ESMT O 12 13 14 15 16 17 - - - - - - - (VoL 1541, Pg. 843_WC.D.R.) 1
/ 42 \ 1/z' I.R. (PREV DE I ROUNDROCK COURT _ -) 2186 KELL BOULEVARD
Fnd.)- $B8•rnwmE _ 889.39' (50' R.O.W. - PREV. DEDL) _� LO UTIL ESMT. ACROSS
\ / -- - _-�----�---�---�-�----� --- __ WICHITA FALLS
/ / \ 4$0/ 101.80 - - 78.39 - - - - - - - - - - - - - - - - - - - - - -' - - 1 /2" LR. BETWEEN NEWLY DEDICATED , TEXAS 763M
/ 1 / 25.25 75.00' 75.00' 75.00' 75.00 7500' - - - - - - - - - - (Fnd.) UTILITY EASMENTS.
/ 43 \ i \ 4 / 75.DD' 7s.oD'
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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 `�1 Y 1.
PLATTED 1 50' DRAIN 45 -1 � i \Z rl 2• I,R, WILLIAM A McGREGOR, PRESIDENT
STONE LAKE ESTATES, PHASE 2 1 1 (PREV DEDL fSMT a I I B�O�C9(9 ° 4FNA o 5 5 /.3�Se�-62064• 0 LOCATION MAP
(Vol. 27, Pgo, 1203 do 1204, W.C.P.R.) 1� ` ` ) l O I 1 FOR PLA NFORMATION / / �� R-61@0.00'
/ NOT TO SCALE
I -] // \9 / p t1 •. _
FIELD NOTES
THIS PLAT OF STONE LAKE ESTATES, PHASE 8, HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE PLANNING
\ab /
DETAIL MAP OF BLOCK 9,
AND ZONING COMMISSION OF THE CITY OF WICHITA
\
`
LOTS 4 & 5
A TRACT OF LAND IN WICHITA COUNTY, TEXAS, BEING PART OF BLOCK 1, KEMP AND NEWBY SUBDIVISION OF THE
FALLS, TEXAS, AND IS HEREBY APPROVED BY SUCH COMMISSION.
J
/ (Set) N7 +
@�?'04
CHE OK E COUNTY SCHOOL LANDS, SAID TRACT BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS
//
W
•1@', l
SCALE: 1"=50'
BEGINNING AT A 1/2 INCH IRON ROD FOR THE NORTHEAST CORNER OF THIS DESCRIPTION LYING AND BEING THE
S PHASE 5 AN ADDITION TO THE CITY OF WICHITA
o
DATED THIS r- DAY OF _ lVe'Vi,rY 2007.
LAKE BEND DRIVE 2" I.R.a SOUTHEAST CORNER OF LOT 17, BLOCK 3, STONE LAKE ESTATE
44 (Set) \ '� \ \ 11 \\ \ FALLS, AS RECORDED IN VOLUME 27, PAGES 1579 AND 1580, WICHITA COUNTY PLAT RECORDS ("W.C.P.R.");
\ \ \ taa O \ THENCE SOUTH 00'38'12" WEST 256.61 FEET TO A 1/2 INCH ROD FOR A POINT OF CURVATURE;
\10.00' THENCE IN A SOUTHWESTERLY DIRECTION AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 153.00 FEET, AN BY: ', ce r_ •'y',/;;^,.- <-G,, G�'%Ct�.�„_
\ 2 AQO \ >>5?g' \ i ARC DISTANCE OF 33.66 FEET TO A 1/2 ROD AT THE END OF THE CURVE FOR THE MOST EASTERLY SOUTHEAST
CHAIRMAN
F-SITE UTIL ESMT. No.
RIDGEVIEW LANE : \ \ GG 7.5' U7dUTY EASFSM R W.C, N
r.Z Vol. 9. P.R. /
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\ \ Vol. 2340, Pg. 690, O.P.R.W.C.
4
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ESMT. / / / \ \T60,0
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OFF-SITE77UTIL ESMT. No. 3
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15' y ENT
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Vol. 148, Pg. 7, O.P.R.W.0
aFF aTE3°) L Pg.Rco. 2� o.w
CORNER OF THIS DESCRIPTION, THE LONG CHORD OF SAID CURVE BEARS SOUTH 071019 WEST 33.59 FEET;
THENCE NORTH 88'51'51" WEST 744.01 FEET, TO A 1/2 INCH IRON ROD FOR A POINT OF CURVATURE OF THIS
DESCRIPTION;
THENCE IN A SOUTHWESTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET, AN
ARC DISTANCE OF 79.58 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE, THE LONG CHORD OF SAID
CURVE BEARS SOUTH 78.28'15" WEST 78.93 FEET;
THENCE SOUTH 65'48'21" WEST 217.63 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS
DESCRIPTION;
THENCE SOUTH 24'11'39" EAST 56.82 FEET TO A 1/2 INCH IRON ROD FOR A INTERIOR CORNER OF THIS DESCRIPTION;
THENCE SOUTH 7634'17" EAST 10.00 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE CORNER OF THIS DESCRIPTION;
THENCE SOUTH 30'09'50" WEST 122.89 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS
DESCRIPTION;
THENCE IN A SOUTHEASTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET, AN
ARC DISTANCE OF 16.80 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE FOR AN ANGLE CORNER OF THIS
DESCRIPTION, THE LONG CHORD OF SAID CURVE BEARS SOUTH 71'45'27" EAST 16.78 FEET;
THENCE SOUTH 13'2543" WEST 60.00 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE CORNER OF THIS DESCRIPTION;
THENCE IN A NORTHWESTERLY DIRECTION AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 160.00 FEET, AN
ARC DISTANCE OF 20.64 FEET TO A 1/2 INCH IRON ROD AT THE END OF THE CURVE FOR AN INTERIOR CORNER OF
THIS DESCRIPTION, THE LONG CHORD OF SAID CURVE BEARS NORTH 72'52'36" WEST 20.62 FEET.
THENCE SOUTH 20'49'06" WEST 153.00 FEET TO A 1/2 INCH IRON ROD FOR THE MOST SOUTHERLY SOUTHEAST CORNER
OF THIS DESCRIPTION;
THENCE NORTH 76'52'04' WEST 154.18 FEET TO A 1/2 INCH IRON ROD FOR THE SOUTHWEST CORNER OF THIS
DESCRIPTION, SAID IRON ROD ALSO BEING THE NORTHEAST CORNER OF LOT 44, BLOCK 9, STONE LAKE ESTATES,
PHASE 2, AN ADDITION TO THE CITY OF WICHITA FALLS, AS RECORDED IN VOLUME 27, PAGES 1203 AND 1204.
W.C.P.R.;
THENCE IN A NORTHWESTERLY DIRECTION AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1070.00 FEET, AN
ARC DISTANCE OF 221.38 FEET TO A 1/2 INCH IRON ROD AT TIE END OF THE CURVE FOR THE MOST WESTERLY
NORTHWEST CORNER THIS DESCRIPTION, THE LONG CHORD OF SAID CURVE BEARS NORTH 10'12'30" WEST 220.98 FEET;
THENCE NORTH 65'48'21" EAST 190.57 FEET TO A 1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS
DESCRIPTION;
THENCE NORTH 24'11'39" WEST 100.00 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE CORNER OF THIS DESCRIPTION,
SAID ROD ALSO BEING THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF SHOAL CREEK DRIVE AND THE EAST
RIGHT-OF-WAY LINE OF WOODRIDGE DRIVE;
THENCE ALONG THE SOUTH RIGHT-OF-WAY LINE OF SHOAL CREEK DRIVE, NORTH 65'48'21" EAST 256.20 FEET TO A
1/2 INCH IRON ROD FOR AN INTERIOR CORNER OF THIS DESCRIPTION;
THENCE NORTH 24'11'39' WEST 151.40 FEET TO A 1/2 INCH IRON ROD FOR AN ANGLE CORNER OF THIS DESCRIPTION,
SAID IRON ROD ALSO BEING THE SOUTHWEST CORNER OF LOT 4, BLOCK 3, SAID STONE LAKE ESTATES, PHASE 5;
THENCE NORTH 52'43'10" EAST 154.82 FEET TO A 1/2 INCH IRON ROD FOR THE MOST NORTHERLY NORTHWEST CORNER
OF THIS DESCRIPTION, SAID IRON ROD ALSO BEING THE SOUTHWEST CORNER OF LOT 6, BLOCK 3, SAID STONE LAKE
ESTATES, PHASE 5;
THENCE SOUTH 88'51'51' EAST 889.39 FEET TO THE PLACE OF BEGINNING AND CONTAINTING 8.80 ACRES OF LAND,
MORE OR LESS.
C� STARYYT b�
I14,IS-�3
ENGINEER/SURVEYOR.
CORNERSTONE ENGINEERING, LLP
2406 KELL BOULEVARD
WICHITA FALLS, TEXAS 76309
(940) 322-6450
BASIS OF BEARINGS:
NORTH 89' 03' 31" WEST FOR THE
NORTH RIGHT OF WAY LINE OF
RATHGEBER ROAD.
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 SAME FOR THE PURPOSES AND CONSIDERATIONS
THEREIN EXPRESSED AND IN THE CAPACITY STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS JC DAY
OF U(` Ns j� , 2007.
oz^"' ANGENEL H. WALLING
NOTARY PUBLIC
� J STATE OF TEXAS
MV Camm, Eup, 9-25.2010
PUBLIC, STATE OF TEXAS
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.
DIR CTOR OF PUBL C 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 AUGUST 2006, 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., REGISTERED
fP
LAND SURVEYOR NO. 5179
)dART1N LIT7EKEN
5179 ..•P
THIS IS TO CERTIFY THAT ALL TAXES DUE AND COLLECTED BY THE CITY OF "CHITA FALLS, WICHITA
COUNTY, AND THE "CHITA FALLS INDEPENDENT SCHOOL DISTRICT ON THE ABOVE DESCRIBED PROPERTY
HAVE BEEN PAID UP TO AND INCLUDING:Z�
WITH THE FOLLOWING EXCEPTIONS:
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: r7II n c-k'-
BY DEPUTY: [� �¢b-1-
DATE: - -
060026-1-3D.DWG 1=100
PLAT-PH8