867.0 - Canyon Trails, Section 110' SANI. SEWER ESMT. I —�/ j" ` \-- 5' UTIL. EMST
(PREV. DEDI.) (PREY. DEDI)
ITANGLEWOOD HOLLOW
VOL. 1570, PG. 764 �.
W.C.D.R. I SECTION F-2 rANG�Ew
7.5' UTIL, E I PLA f TIED /// 10' UTIL ESMT. OOP \
SM'T. / S� (PREV. DEDI) l•� ` QR�Ve ^ \
- (PREV. DEDI. I -S 83 26 %], ///� / � T
/ \
'15"
h' E / O 10' x 30' GUY ESMT.
(VOL. 824, PO 296, W.C.D.R.)
`% / O•� 10UTIL ESMT.
(HEREIN DEDI.)co
TEMPORARY TURNAROUND & u)v�eu
�"
DRAINAGE EASEMENT ^aa a �^ 1 /� ° ra \ S 66" / TANGLEWOOD HOLLOW, SECTION I —A
(PREV. DEDI.) �/ JW o•// \ 26� / / I / Y
VOL. 1585 PG . 634 Z �h W �` 744\ %9 s% /� \ '�•
W.C.D.R.
SQ o h' 10' x 30' GUY ESMT. 1 PLATTED
.O0' W / �? �_// 6 h6�� so \ \ (VOL. 824, P\296. W.C.D.R.)
to
b LA
va o o /
`60 9r�\ `SpJ39� \ c3`O.`3,
tp
Y 9� orO\ to t o.00
9$ Aa cri �� \ �� • .� 10' x 30' GUY �SMT. A, 1�
\' ^� ry ^ \ v� Q �� \ �N1ryryR N )\s (VOL. 824, PG 96, W.C.D.R.) \\\
u a \ 2 w � roe`em3aa's.\.• \ \ ^ f 06�s. AIL y.5'` , 3r��6. � RALPH E. WAGGONER
6D. �99 10' DRAIN. ESMr
7S2(HERE DEDI)S \0 UNPLATTED
3
JQ�
\ \ \ .off 100 ,0 • '9i is,
o. 2
l s'
0.
�' \: ►� 1 9%. / 10' x 30' GUY ESMT
4! \4• �,3���\ a d^ a' `'S� S�\O %\ y �h ��(HEREIN DEDi.)
�s 01 m \
4 •�•M1 1 '�
aD
0.
f�• s �102
10
ytiti�N, A
q \
ind` Z \ gyp• �J N I A
N
\�01 �103 I'
� \ rn Rn N Z
m
to
\mt�\� LQ 104 0
.
\ N \ - 155.15 N
N
\
m
N 7 \ ��
114Da V1
S�n•gei� y
\ 1
S 0
10, 05
\
u
105 \
\Z p
O N A P
(r N
m
o
� N
DAVE RHONE
UNPLATTED
10' x 30' GUY ESMT.
(VOL. 824, PG 296, W.C.D.R.)
106
COMMERCIAL LOT
4.92 ACRES
4
25�8•LL._
v\ti//o
/ o°
1
czs
c?°
—.. •�- C24
\` 47•.� C26
l 23Q64
Tit, ESA4 IT.
(NfR f
107
COMMERCIAL LOT / 00
\ Im 3.15 ACRES ! ti° �1 1
\ I
\ I
\ I
\ I
\ I �15�0�
r �
w 1
Q1 ( 25' DRAINAGE %ter- N 913 .W
O , Y-EASEM"T
OO 12� 12.5' 20' DRAINAGE
EASEMENT p O
'1 - 108A O
OPEN AREA rod
ENII. I BLANKET UTILITY EASEMENT
(HEREIN DEDICATED) tK
Ia�YI
o �I GJ
li I I
o III
I I
O r r
r r
rWr r
r� r
�� mryr
r2 �r
r r
r
f�� r
O0
CENTERLINE DATA
LINE
DIRECTION
DISTANCE
L11
N 41'22 00
W
0.00
L1
N 75' 2'0 "
W
50.00,
1
N '0 "
W
0. '
L14
S 68'47' 0"
W
40.00'
CNETERLINE CURVE DATA
CURVE
RADIUS
LENGTH
TANGENT
DELTA
1 9
2
104 0
C21
316.84
193.73
1o0.00
35-0200
C22
663.18
198.50
100.00
17'09 00
C23
208,95
186.54
100.00
51'09 00
C24
144.53'
160.99
90.00
63'49 20
R.O.W. CURVE DATA
cD
O
O
o GRAPHIC SCALE
100' 0• 50. 1w 200'
/ ( IN FEET )
1 inch = 100 ft.
PLACE OF
BEGINNING
UTILITY EASEMENT
THE OWNER HEREBY DEDICATES TO THE ELECTRIC, GAS, SANITARY SEWER, WATER,
AND TELEPHONE UTILITY COMPANIES, AN EASEMENT FOR THE PURPOSE OF CONSTRUCTION,
INSPECTING, MAINTAINING OR REMOVING NECESSARY AND DESIRABLE DISTRIBUTION SYSTEMS
ALONG, UNDER, OVER , ACROSS AND/OR UPON LOT 108A, CANYON TRAILS SECTION ONE,
SAID DISTRIBUTION SYSTEMS SHALL BE AND WALL REMAIN THE PROPERTY OF SAID
UTILITY COMPANIES.
THE OWNER RESERVES THE RIGHT TO USE THE SURFACE OF THE EASEMENT FOR ANY USES
THAT WALL NOT, IN THE SOLE JUDGEMENT OF THE UTILITY COMPANIES, ENDANGER OR
INTERFERE WITH THE CONSTRUCTION, RECONSTRUCTION, OPERATION AND/OR MAINTENANCE
OF THE DISTRIBUTION SYSTEMS.
THE OWNER FURTHER GRANTS UNTO THE UTILITY COMPANIES, THE RIGHT, AT THE UTILITY
COMPANIES OPTION, TO ABANDON, EITHER IN WHOLE OR PART, THEIR DISTRIBUTION
SYSTEMS AND/OR LEAVE THEIR SYSTEM IN PLACE, AND/OR REMOVE THEIR SYSTEM, EITHER
IN WHOLE OR IN PART, AT WHICH TIME THEIR SERVICES ARE NO LONGER REQUIRED.
LOT 108A - UTILITY EASEMENT (HEREIN DEDICATED)
FIELD NOTES
A TRACT OF LAND OUT OF THE ROBERT EVANS SURVEY, A-74, WICHITA COUNTY, TEXAS, SAID TRACT BEING MORE SPECIFICALLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS:
COMMENCING AT A 1/2 INCH IRON ROD LYING IN THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SEYMOUR HIGHWAY (U.S. HIGHWAY NO. 82 AND 277),
SAID IRON ROD BEARS SOUTH 41' 09' 01" WEST 5240.13 FEET FROM THE NORTHEAST CORNER OF SAID ROBERT EVANS SURVEY, SAID IRON ROD BEING
THE SOUTHEAST CORNER AND PLACE OF BEGINNING OF THIS DESCRIPTION;
THENCE, ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF SEYMOUR HIGHWAY (U.S. HIGHWAY NO. 82 AND 277), SOUTH 42' 36' 20" WEST
1270.00 FEET TO A 1/2 INCH IRON ROD BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF THIS TRACT;
THENCE, LEAVING SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF SEYMOUR HIGHWAY (U.S. HIGHWAY NO. 82 AND 277), NORTH 06' 00' DO" WEST
540.00 FEET TO A 1/2 INCH IRON ROD BEING AN ANGLE POINT;
THENCE NORTH 27' 00' 00" WEST 381.75 FEET TO A 1/2 INCH IRON ROD BEING THE MOST WESTERLY SOUTHWEST CORNER OF THIS TRACT;
THENCE NORTH 14' 38' 00" EAST 737.15 FEET TO A 1/2 INCH IRON ROD BEING AN ANGLE POINT;
THENCE NORTH 13' 36' 17" EAST 187.54 FEET TO A 1/2 INCH IRON ROD LYING IN THE SOUTH LINE OF TANGLEWOOD HOLLOW, SECTION F-2, AN
ADDITION TO THE CITY OF WICHITA FALLS. SAID IRON ROD BEING THE NORTHWEST CORNER OF THIS TRACT;
THENCE ALONG SAID SOUTH LINE OF TANGLEWOOD HOLLOW, SECTION F-2, SOUTH 83-26'15" EAST 106.77 FEET TO A 1/2" IRON ROD LYING
IN THE WEST LINE OF TANGLEWOOD HOLLOW, SECTION I -A, AN ADDITION TO THE CITY OF WICHITA FALLS, SAID IRON ROD BEING THE SOUTHEAST CORNER OF
SAID TANGLEWOOD HOLLOW, SECTION F-2;
THENCE, ALONG SAID WEST LINE OF TANGLEWOOD HOLLOW, SECTION I -A, SOUTH 23' 36' 05" WEST 80.10 FEET TO A 1/2 INCH IRON ROD BEING THE
MOST WESTERLY SOUTHWEST CORNER OF SAID TANGLEWOOD HOLLOW, SECTION I -A;
THENCE, ALONG THE SOUTH LINE OF SAID TANGLEWOOD HOLLOW, SECTION I -A AS FOLLOWS:
THENCE SOUTH 66' 26' 51" EAST 194.87 FEET TO A 1/2 INCH IRON ROD BEING AN ANGLE POINT;
THENCE SOUTH 24' 12' 58" EAST 213.00 FEET TO A 1/2 INCH IRON ROD BEING AN ANGLE POINT;
THENCE SOUTH 44' 36' 19" EAST 262.80 FEET TO A 1/2 INCH IRON ROD BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID TANGLEWOOD
HOLLOW, SECTION I -A;
THENCE NORTH 42' 43' 00' EAST 495.00 FEET TO A 1/2 INCH IRON ROD BEING THE NORTHEAST CORNER OF THIS TRACT;
THENCE, LEAVING SAID SOUTH LINE OF TANGLEWOOD HOLLOW, SECTION I -A, SOUTH DO. 06' 14" WEST 656.75 FEET TO THE PLACE OF BEGINNING
AND CONTAINING 23.85 ACRES OF LAND, MORE OR LESS.
FINAL PLAT S�w-] .G
CANYON TRAILS
SECTION ONE
OWNER - DEVELOPER:
DAVE W. RHONE
2207 BROOK STREET
WICHITA FALLS, TEXAS 76301
PH. 817-766-3271
PLANNERS -
DESIGN CONSULTANTS GROUP
200 EAST MAIN STREET , SUITE 120
STARKVILLE, MISSISSIPPI 39759
PH. 601-324-7201
JANUARY 1994
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, EASE)PENTS AND PUBLIC PLACES THEREON SHOWN FOR THE
PURPOSES AID CONSIDERATION�T EREIN EXPRESSED. o
THIS PLAT' "CANYON TRAILS - SECTION 1", HAS BEEN
SUBMITTED TO AND CONSIDERED BY THE PLANNING BOARD OF THE
CITY OF WICHITA FALLS, TEXAS, AND IS HEREBY APPROVED BY
SUCH BOARD.
DATED THIS DAY OF 19�
ENGINEER:
BIGGS & MATHEWS, INC.
2500 BROOK STREET '
WICHITA FALLS, TEXAS 76301
PH. 817-766-0156
STATE OF TEXAS
COUNTY OF WICHITA
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY
PERSONALLY APPEARED MR. DAVE W. RHONE, 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 NX+iAN� AND SEAL OF OF91C,L TodS / DAY
OF ✓✓lUiLL Y151.4
_ i4iII
ad Z�
NOTAR PUBLIC IN AND FOR WICHITA COUNTY, TEXAS
------------------------
• '�CJ�. LATHiGA CRISWELL
Nm++ry Ptrtno, State of Texas
�o.•'r MY Comm. Ex,9res 10-27.97
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.
PUBLIC 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 MARCH, 1992, AND
THAT ALL INFORMATION SHOWN 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. '
E. BIGGS, III, REOPTERED PUBLIC SURVEYOR NO. 2967
E. BIGGS III
2967 v .y
�t
FSS1�.'"aR
Sul% �