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�73
A: r ROVr.D H,. , lenn.ng and Lonsng-ommtss+on
City of H;ghlcnd Village
By:s
' Chairman
APPROVED BY:
By: ._ __
?� o rr
CitySecref ry
is
578 4j.¢4,E
r
104.46' /
/ JJ
5—R
0.191 acre J.
N , {t
`6: G' o
\
— 66.32'
40'SS' W 60.14'
V01011110
7-95
City Council
City of Highlond Vi!iage
OWNERS Cck A E
Whereas Sherry MCGu;re
^nc `
gh!c^cl ores 'ncorporcicc
c e the owners of a
;
trace o, +enu stuotcd ,n
the City
of .. ice c
,(., ..o.,s:y, Texas, being
oil of Lot 5, Block JJ end
a portion
of Common Green
No. 42 of Higniand Shores,
Phase 8-P, on Addition
to the
City of i'igh�cnd Vi!,cge es recorded in Cabinet H,
Page 364 of the Plat Records
Cf Denton Co.;rty, Texos,
and being more
particularly described by
metes
and 'bounds cs follows:
BEGINNING at on 1 /2" iron rod found on the westerly line of Queens Court ( a
variable width public right -of -- -way, being a 45 fee, radius cu'de-soc a' this
point) for the northeasterly corner of said Lot 5, some being the beginning of
a non -tangent curve to the left;
THENCE
along said westerly line and along
the arc of sc;d non -tangent curve to
,,��
the left having a radius of 45.00
bears South 06'15'31" East, 61.60
feet, a
feet,
central ongle of 86'23'14", a chord which
a distance a' 67.85 feet to an. 1/2" iron
/ �S
--rod
Oat;e:
found
for a common comer
of said
Lot 5 and sa4d Common Green No. 42;
THENCE
South 40'32'54" West,
along the
common line of said Lot 5 and said
Common
Green No.42, 17.48 feet
to on
111/2" iron rod found at an angle point
of said
common line;
THENCE
North 78'47'44' West,
along sad
common line, 48.06 feet to a 5/8" iron
rod with
cap set;
THENCE
South 05'19'02" West,
departing
said common line, 2.12 feet to a 5/8" iron
rod with
cap set;
TiiENCE
North 84'40'S8" West,
60.14 'eel,
'a 0 5/8" iron rod with cap set;
T!-iENCE
North 38'38'11" West,
8.79 feet
to 0 5/8" iron rod with cop set;
THENCE
North 11'12'16" East,
passing of
2.60`eet a 5/8" iron rod found for a
common
corner of said [-at 5
and said Common Green No. 42, e to'c; distance of
76.60`ee4
to a 5/8" iron rod
found for
the northwesterly corner of said Lot 5;
O
A = 86'23'14"
- R = 45.00'
\ T = 42.25'
L = 67.85'
D.E. AND COMMON GREEN No. 42
0
a
FENCE South 78'47'44' Ecst, along the ncr:her;y line of said Lot 5, 104.46 feet
to the POINT OF BEGINNING, con,taning c computed area of 8320 square feet, or
0.191 acre of land.
4(
S 113119 c
LEGEND
0 b/&' 4KON ROO SET W/ CAP
• 1/27 IRON ROD FOUND
P.O.S. POM Of BEGINNING
LINE TABLE
uN�
DREc1�oN
T
o+s,ANc�
L1
SG032 5� w
17 B
2
_
SCE 9 02 W
_
2 12
(3
_ N38 31 W
-
LOT 5-R, BLOCK JJ
A REPLAT OF LOT 5, BLOCK JJ, AND A PORTION
OF COMMON GREEN #42
HIGHLAND SHORES, PHASE 8-P
CABINET H, PAGES 364-366 P.R.D.C.T.
HIGHLAND VILLAGE, DENTON COUNTY, TEXAS
HIGHLAND SIOR S INC. SHERR`! A Mc`ZU;RE
300 CARPENTER FREEWAY, SUITE 4425 777 QUEEN COURT
IRViNG, TEXAS 75062 HiiGH AND W1 LAGE, TEXAS,75019
(214) 791--3333 (214) 462 8194
PREPARM BY:
cU RWON M.
5710 L 5J r LJ WAY SUITE 180
DAL AS, TEXAS 75240
(2i4) 458-2173
NOW, THEREFORE, KNOWN ALL ME-N BY THESE PRESENTS:
That HIGHLAND SHORES INC. and SHERRY McGUIRE, acting herein
by and through its du;y authorized officers, does hereby adopt this
plat designating the hereinobove described property as an addition to
the City a' Highland Village, Texas, and does hereby dedicate,-ih.4ee ,
simple, to the public use forever, the streets and alleys; shown.
thereon. The streets and alleys are dedicated for street purposes.,
The Easements and public use orecs, as shown, ore dedicated, for'the
public use forever, for the purposes indicated on this plat. No
buildings, fences, trees, shrubs or other improvements or growths
shell be constructed or placed upon, over or across the Easements as
shown, except that landscape improvements may be placed in Landscape
Ecsements, if approved by the City of Highland Village. In addition,
Utl.ity Eosements may also be used for the mutual use an accommodation
of all public utilities desiring to use or using the some unless the
easement limits the use to particular utilities, said use by public
utilities being subordinate to the Publics and City of Highland
Village's use there of. The City of Highland Village and public
utility entities sholl have the right to remove and keep removed all
parts of any buildings, fences, trees, shrubs or other improvements or
growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems
in said Easements. The City of Highland Village and public utility
entities shall have the full right of Ingress and Egress to or from
their respective easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, reading meters,
and adding to or removing all or parts of their respective systems
without the necessity at any time procuring permission from anyone.
This plot approved subject to all platting ordinances, rules,
regulations and resolutions of the City of Highland Village, Texas
WITNESS, my hand, this the day of (ft .,Daf5-At _,r, 1995 .
R.L. Croteou, President
Highland Shores, Inc.
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary Public in and for
said County and State, on this day personally
appeared R.L. Croteou,
known to me be the person whose name is subscribed to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration
therein
expressed.
Given under my hand and seal of office, this
(lam day of
Notary Public in and' for the
State of Texas
WITNESS, this the day
194
m and, of
.
BY:
Sherry McGuire
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared Sherry McGuire,
known to me be the person whose name is subscribed to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration
therein
expressed.
Given under my hand and seal of office, this
�wl day of
NOta Pubic in end for the
of Texasa
Fs,'V�rz-
PIW00D°00°°�°°°°°°°State
o i:» `zowKNOWN
Al_L MEN BY THESE PRESENTS:
That 1, Johnny D.L. Williams, do hereby certify that I prepared
this plot from an actual and accurate survey of the ;and and that
the corner monuments shown thereon as set were properly placed
under my personal supervision in accordance with the Subdivision
Remotions of the City) of,yOighicnd Village.
Joh y D.U. Williams �
Reg+ + red Professional Land Surveyor
Texas `'eglstrotion No. 4818
STATE OF TEXAS o
COUNTY OF DAL.LAS
S, •"
Before me, the undersigned authority, a Notory Public in and ?fott
said County and State, on this day personally appeared John"rty fi1.I_
Williams ;mown to me be the person whose name is subscribed6.to,,_,
the foregoing instrument and ocknow!edged to me that they, p61£�
executed the some for the purpose and consideration thTer6'n
expressed.
iv#,n my h nd nd seal of officethis day of
c in �cnd for the 4
State of Texos
OWNERS CERIIFICATION
STATE OF TEXAS )(
COUNTY OF DENTON )(
It
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF 'LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS,
PART OF THE R. ROGERS SURVEY. A-1098. G.w. JACKSON SURVEY, A-1599,. AND THE F. HYATT SURVEY, 559 BEING PART OF TRACT IX AS
RECORDED IN VOLUME 743. PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOR THE NORTHWEST CORNER OF LOT 2. BLOCK OF OF HIGHLAND SHORES, PHASE 6P, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE. AS RECORDED IN CABINET H. PAGES 110-113, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON
THE SOUTH LINE OF AN ARCO PIPELINE RIGHT-OF-WAY AS DESCRIBED IN VOLUME 821, PAGE 105 OF THE DEED RECORDS OF DENTON COUNTY,
TEXAS;
THENCE SOUTH 24'59'36' WEST WITH THE WEST LINE OF SAID LOT 2, 114.49 FEET TO A %' STEEL ROD FOR THE NORTHWEST CORNER OF LOT
1, BLOCK OF OF SAID ADDITION;
THENCE WITH THE PROPOSED WESTERLY LINE OF SAID LOT 1, THE FOLLOWING TWO (2) COURSES:
SOUTH 44'51'43' WEST, A DISTANCE OF 29.42 FEET TO A 5/8' IRON ROD:
SOUTH 24'59'36' WEST, A DISTANCE OF 76.54 FEET TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT, AND THE SOUTHWEST
CORNER OF SAID LOT 1. BLOCK GF;
THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF SOUTH 02'24'28' WEST, A RADIUS OF 320.00 FEET,
AND A CENTRAL ANGLE OF 01*55'34', A DISTANCE OF 10. 76 FEET, TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT.
THENCE SOUTH 04'20'04' WEST, 40. 00 FEET TO ASA' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 04'20'04'WEST, A RADIUS OF 280.00 FEET, AND A CENTRAL.
ANGLE OF 17.25'34•, 85.16 FEET TO A 5/8' STEEL ROD FOR A POINT OF REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 21'45'39'WEST. A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE
OF 88'43'22', 30.97 FEET TO A 5/8- STEEL ROD FOR A POINT OF REVERSE CURVATURE. SAID POINT BEING ON THE WEST LINE OF HILLSIDE
DRIVE, (A 50' PUBLIC RIGHT-OF-WAY);
THENCE WITH THE RIGHT-OF-WAY OF SAID HILLSIDE DRIVE THE FOLLOWING TWO COURSES:
✓ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 69'30'S9- EAST, A RADIUS OF 1025.00 FEET, AND A CENTRAL
ANGLE OF 39'05'41', 699.39 FEET TO A 5/8' STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE;
ALONG THE ARC OF SAID COMPOUND CURVEHAVING A RADIAL BEARING OF NORTH 71'23'20' EAST, A RADIUS OF 385.00 FEET, AND A
CENTRAL ANGLE OF 29'43'23'. 199.72 FEET TO A 5/8- STEEL ROD:
THENCE SOUTH 41.39'57' WEST, LEAVING THE RIGHT-OF-WAY OF HILLSIDE DRIVE 115.;? FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 49'49'21' EAST, 207. 44 FEET TO A 5/g' STEEL ROD:
THENCE SOUTH 51'52'58' EAST, 77. 77 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 66'49'35' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'06'19' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82-02'10- EAST, 165.76 FEET TO A 5/8- STEEL ROD ON THE ARC OF A CURVE, SAID POINT BEING ON THE WEST LINE OF
WOODSIDE DRIVE (A 40' PUBLIC RIGHT- OF -WAY);
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 64'05'24'EAST, A RADIUS OF 320.00 FEET, AND A CENTRAL
ANGLE OF 18'04'21", 100. 94 FEET TO A %- STEEL ROD FOR A POINT OF A REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID REVERSE CURVE HAVING A RADIAL BEARING OF SOUTH 46'01'04' WEST, A RADIUS OF 20.00 FEET, AND A
CENTRAL ANGLE OF 119'27'39'. 41.70 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 14'31'17' EAST, 40.00 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVEHAVINGA RADIAL BEARING OF NORTH 14*31'17' WEST, A RADIUS OF 520.00 FEET AND A CENTRAL
ANGLE OF 02'51'37', 25.96 FEET TO A 5/8'STEEL ROD FOR A POINTOF COMPOUND CURVATURE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 40*41'27- EAST, A RADIUS OF 40.00 FEET AND A CENTRAL
ANGLE OF 33*39*41'. 23.50 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 07'57'42" EAST, 214. 58 FEET TO A %g- STEEL ROD:
THENCE SOUTH 66*56'10' WEST, 32.64 FEET TO A %e' STEEL ROD;
THENCE SOUTH 80'26'54' WEST, 163.40 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 89'48'00- WEST, 104.41 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 50'31'52- WEST, 183.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 35'16'06' WEST, 359, 82 FEET TO A5/e STEEL ROD ON THE NORTH LINE OF A 150 FOOT GULF AND SANTA FE
RAILROAD AS DESCRIBED IN VOLUME 440. PACE 215, DEED RECORDS OF DENTON COUNTY, TEXAS;
THENCE ALONG THE NORTHERLY LINE OF THE SAID GULF AND SANTA FE RAILROAD THE FOLLOWING THREE COURSES:
NORTH 54'43'54' WEST, 802.63 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE:
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 35'16'06' EAST, A RADIUS OF 9092.20 FEET, A CENTRAL ANGLE
OF 01'35'00', 251.26 FEET TO A 5/8` STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE:
'ALONG THE ARC OF SAID COMPOUND CURVE HAVING A RADIAL BEARING OF NORTH 36'51'06'EAST, A RADIUS OF 6800.60 FEET, AND A
'`1 CENTRAL ANGLE OF 04'08'47', 492.14 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 00'00'30' WEST, 411.27 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 13'27'47' EAST, 373.48 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 19' 58' 40- EAST, 91. 98 FEET TO A %- STEEL ROD;
THENCE NORTH 50'13'06' EAST, 183.33 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 74'53'19' EAST, 94.63 FEET TO A %' STEEL ROD:
THENCE SOUTH 84'33'32' EAST, 189.88 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 10*21'31' EAST, 25.09 FEET TO A %- STEEL ROD;
HENCE SOUTH 84'33'32' EAST, 100.00 FEET TO A 5/8' STEEL ROD:
HENCE NORTH 05*26'28" EAST, 80. 00 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 84. 33'32- EAST. 95.43 FEET TO A 5/q' STEEL ROD; '
THENCE NORTH 01*21'51' EAST, 472.57 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 48'08'59' EAST, 137.96 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 41'51'01' EAST, 104.25 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 42'59'50' EAST, 330.53 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 71'59'23' WEST, A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 06'58'59-, 40.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 24'59'36' WEST, 14.80 FEET:
THENCE NORTH 42'59'50' WEST, 124.04 FEET TO THE POINT OF BEGINNING AND CONTAINING 47.169 ACRES OF LAND.
//
NOW THEREFORE KNOW ALLMEN BY THESE PRESENTS: 14 &4 / /
THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FA€RFIELD P. DAY, JR.. DULY AUTHORIZED TO SO ACT, DOES
HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND
VILLAGE. TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE.
AND ACCOMODATION OP ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT 10 REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE
-
WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY •'
SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING: `•--..„..,..,, 5
RECONSTRUCTION, INSPECTING, PATROLL?NO. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND
RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HIGHLAND SHORES, INC., OWNER. ITS SUCCESSORS AND ASSIGNS 00 HEREBY RELEASE AND
HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS. FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES. PHASE 8-P' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE 'I!.�DAY OF 1991.
HIGHLAND SHORES. 'r
FAIRPIELD P. DAY. JR., PR. !DENT
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED
FAIRFIELD P. DAY, JR.. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ....._� .__...� DAY OF �_.� .._.. ^991.
N 7ARY PUBL C N AND IOR
DENTON COUNTY, TEXA,
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
i, JOHN D. SPATES. REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC.. DO K
CERTIFY ?H T THIS Pi,AT WAS +( a F^o
COMPUTED AND COMPILED UNDER MY SUPERVISION. /7 ��,�F3E�8�'�°o�O"�,�'C
�/;l�//,�r� 69�'
JCHN ES _ JOHATES
C/ REC SROFESS! NAL LAND SURVEYOR
TEXAS REGISTAIfON NO. 4!82 & ..cttcxw m
STATE OF TEXAS �.5�,q®4182
COUNTY OF HARRIS '� °2�F4'��Sl�,
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC. IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSON nLLr APPEARED JO)1N D.
SPATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE'. e"XE CUT
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRrEE�SS D. ,,,•"��♦��♦♦.♦♦
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �.,T/ DAY OF .J-S/ (/ 6< i991. // ) PAY "I
NOTA PUBLIC * ••
HARRIS COUNTY. TEXAS
COMMISSION EXPIRES
I, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC.. DO HEREBY DECLARE THAT. TH i$ PLA AND THE METES AN6
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREONWERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
-WAY AND BOUNDARY POINTS SHOWN HE ' �T•••a.•.•.••• -\. �� All LOT CORNERS. RIGHT-OFREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE Wi TH '• E' S[.
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC.lz
♦♦i♦ "` J
i
-'J UI D.L. WILLIAMS --�m-
RE ISTERED PROFESSIONAL LAND SURVEYOR
7E REGISTATION NO. 4818
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THEC j„_.` DAY OF OJT%� . 91.
v J�
NOTARY PURL IC f
DOLMAS COUNTY, TEXAC/�
COMMISSION EXPIRES _
CERTIFICATE OF APPROVAL
ON THIS DAY OF 1991. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER.
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
SL 009 A
F I NAL
HIGHLAND
PHASE
R.
300 E
PLAT
SHORES
8-P
AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, TEXAS
47.169 ACRES PART OF THE
G. W. JACKSON SURVEY, A- 1599
ROGERS SURVEY, A-1098 AND THE
F. HYATT SURVEY, A-559
PREPARED FOR:
HIGHLAND SHORES, INC.
(c'- i35&3 , A /S99 7; cA 1 2/
5S,63(, 4 101a lX-A'-b-�c - 1 I z,
�C LkS 1 1 '76�/
CARPENTER FREEWAY, SUITE 1425
IRVING, TEXAS 75062 o��
(214) 791-3333 }
130 LOTS
6 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
5710 LBJ FREEWAY, SUITE 370
DALLAS, TEXAS 75240. (214) 960-9651
7 BLOCKS
AUGUST, 1991
SURVCON INC.
5710 LBJ FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
T. C. & S. JOB NO. 45-90003-302, 362
SHEET
I OF 3
"A TCy �
SINE
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8934 S F -
sa° 't° '�, °r,83705 F �•," JPJ\ .: >°yy Nq
12 + o o " 4 0 °
13 s h\ ,f- 9465 S F o h COMMON GREEN N0. 42 °°" y e sJs �9032 S F-
761T5 F°oy >O° s'v9•°�C/,2 'Oe °Oy" h''z AND D.E. o
44.00 88-J8 09 q JF J2''wP J0• ON" 44a �, <• r ;_� iJ, -i_ _•
9 ,0 12 s 9 y r 5 F c. e/ T33b >.° BBB C " r 7612 S Fy A.
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10
7788 S F°y " °O 7T19 S f,;,� ,nP `."$ �9294 5 f , o° 28
e•y" I J > ^ 9 - $ o,a '�" 9566 S Fo s° h> 7788 S Ft h
10 T915S -79 10
, � ° � T844S Fpey bF, o° o s� P� 0a6 0600 of s 27 J6 vK y�
s �o>e.� 70 2E. N56 q 0���,•hs J8141r5 F
• 0 7899 S F � 9 6z.64 >� J .+s o y b 26
S,
C> tiS N "aS �ti A
? . o )Jo. o 9 0.9003 S ft' ♦ p' ?
$ 9, O;e, Sy_ 9 oa, '0 P„ o] �-COMMON GREEN
q y / 9249 S Ftiy e l <, � � 0. 9 .o It49.9-0'•).1 6 w J N0. 451 & C E. ?
12 ,ta ° 0.414 AC. Nloo C
�.,� s' U.
8846 S Fp '" 0 255
98595 F:ry JE mm o 9151 S F
,9Z
\ r t O9S. O,p cy ,0 12].93 P f N` J• on
��• 9 6003S F
c°j N N 81-26-39 E g % 9T130S F
p se> �12859 S F'!A 6 5 N 89-45-17 w
-8 3
/ � II z JO s•'•�o g�
5 F 8 8� 24 a 1 F 20' L. '" 88
pi(, Px 128. J8 TT 16 S .f 9680 S F
W ,n S 8]-40.1] E
Oq m ;c 49. 00
?9� w Z o ^ 8055 S F 1 8' r°• u e. o0 o s ac.oz_oe so 8619 S Fq
- a �E -
Z 127.32 e. 0 23 a•e.,. f - �d 0° ep 0- roo 7 7�
s a]-40-17 E o T590 S'F-,��'": zv z > °o,e b 8355 S Fo �°
N 8]-40- R W z P P 1 2 ° WQ �68 00. °° ^ryry. C '•
I e 11s,00 �08651 S f �QS Q°s y ro4 y^. 6
8OT7 S F. „ zo zo' 8 �o H eay,�e Z6 F 'Je. Oo 38 o i) 488 S F
"� \ 2 q -� CCU/ ry
126.24
2
\ 88-18J6 E 8T39 S F Joss 1 3 "• j� e'o R% o �o
\ I \ vJ s,i" 7587 S Fes: n; 14
7533 S F ? o .°° 'd>•°j
15 ' s
21 y� r`SS N> ]1��g T626 S 9e."�yE is9s o
„ ] •/ ,.. ° 8063 5 P yo N1'!�
\ 0 \ > 9 y'y� 20 Na 56 6 �0.
< Ss 7774S F„y O° t 931 S,` ry 782T S F� ,o
18 4" 17 o moP p O•�''oo i�g '
\\\ \ ; -• e9r ° T5045 F-:76
)
C
82-06.19E 155. 54 N 82 02 t0 @ 165.76 `
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5 O(P O N
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SCALE : I " = 100'
i
NOTES: \ y0
h
I.) B.L. INDICATES BUILDING LINE. ^ •,%„ '-;, ,• '�"�
2.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. �•" ti''\\1\'
3.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \
4.) A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY \ +8 6 ;T
DEDICATED. 0�.6
;,i,L ; 1 i; I ; t•,
5.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. CONCRETE MONUMENT �`�
W/ BRASS CAP MARKED (H.S.I. 5), LOCATED S 89-40-24 E. 2579.43 FEET \
FROM THE MOST NORTHERLY CORNER OF THIS PLAT. (N.G.S. ELEVATION565.88) ,-
6.) TO BE ABANDONED AND RELOCATED.
h
7.) ALL U.E.'S ARE CENTERED ON LOT LINES UNLESS OTHERWISE NOTED, � �\ •t,� ; - i:•
8.) 0. E. INDICATES DRAINAGE EASEMENT.
9.) S. S. E INDICATES SANITARY SEWER EASEMENT, \ :.•<-/ - '1 __ , s , --' ,.
10.) STM.S.E. INDICATES STORM SEWER EASEMENT.
11.) W. L. E. INDICATES WATER LINE EASEMENT. -
LEGEND
jC BLOCK DESIGNATION. i FINAL PLAT
HIGHLAND SHORES
PHASE 8-P
SHEET 2 OF 3
T. C. & B. JOB NO. ;45-90003-302, 362
NOTE TABLE
uo'c (:.STANCE. BEARING RADIIiS ��/". {-Y S sr
OR
ARC LENGTH OELTA CURVE TABLE C., '���) j t "- '-Al
I 17. SS N16-22-SBw ,. .1, `!
2 54.45 N30- Is- 32E GTN
NOTE ARC LENGTH DELTA RADIUS BEARING
G DISTANCE
3 5.32 S61-20-45W 1 108.48 20-43-03 300.00 S83-58.33w to?. 89 •-= '
4 S. 32 56'-20-45W 2130, 25 46-38-30 i60.00 N06-56-16E 126. 68
5 50. 89 S2a-45-54E
3 u9. 50 52-47-30 160. 00 NO8-5i-56E I!6. 1q
6 63.83 N88-04.18E 4 138. 16 39-45-01 200.00 S6!-01-0!w 135.99 - i � - -• - - -- -- - r
1 42.09 N27-17-3'1W 5 39. 19 l8-42-39 120.00 S5!-59-25w 39. 01
8 t7. 39 N62-42-23C 6 142.00 22-36-00 360.00 S53-56-06W 141.08
9 16.84 9-38-49 100.00 7 330.02 63-01-55 300.00 N83-I5-02w 30.63
i0 12.84 S24-45-54E 8 Its. 20 67-43-19 100.00 N17-52-29W +11.44
11 2.09 N27-!7-37w 9 212. 69 12-11-10 1000.00 N09-53-35E 212.29 �
t2 2.8a S27-Li-37E t0 263.36 88-45-44 !70.00 N48-10-53E 237.81
13 63. 83 N86-04-16E 11 261. 68 21-25-09 700.00 S76-43-41E 260. 16 1 \ OBOA
14 63.83 S88-04-18W ?
12 114.48 43-43.46 150.00 S87-52-59E 111. 72 ,p iA
IS 13. 26 N24-45-54w !3 143. 63 27-25-52 300.00 N83-56.04E 142.260 , - I 6 F
16 20. i2 N84-33-32E .__ yj A
14 156. 84 8-54- a 1000. 00 N47-IZ-38E 156. 68
17 20. 12 S51-44-09E 15 93. 14 53-21-55 100.00 N70-23-12E 89.81O
t8 72. 46 S5f-44-09E 16 94.58 27.05-38 200.00 S11-13-05E 93. 70 ;•' (((( - 2e Q s OS
19 80, 77 SSO-53-34W ti 98.25 46-54-32 120.00 S2t-07-33E 95.53
20 80. 17 1`180-53-34E 18 125.92 14-25-45 500.00 S51-47-42E 125.59
21 54. 45 N30-15-32E t9 305.18 58-17-03 300.00 S88-09-06E 292. +9-
22 54. 45 S30-!5-32w 20 02.81 25-21-56 300.00 N75-23-20E 131. 73 1 7 ,d -
23 20.00 S;4-31-1N 21 128. 16 4-53-44 1500.00 N85-37-26E 128. 12 SITU S
24 MOO S14-3t-17E 22 167.17 7-4t-52 500.00 N79-19-39E 67. 12
25 20.07 N 1-21-5!E 23 127. 89 40-42-27 180.00 N47-38-51W 125.21 I 1 N /•es 0•� ^ y:`•0'STM S. E.
26 23.43 N26-37-41E 24 33.00 18-54-27 100.00 N58-32-51W 32.85
27 20.54 N 1-21-51C 25 10.06 2-03-32 260.00 S85-01-56W 10.06 W ( 16
28 20.72 N 1-21-5tE 26 69.18 88-04-50 45.00 N28-58-ISW 62.56 = I 8707 5 F
29 20. 00 S 9-20-04W 27 30.00 1-4t-07 1020.00 N06-12-55E 30.00 a r-` Ln j 1 °S'q y0 `7.r \F T"` _ '
30 20.00 S 4-20-Oaw SCALE I = 100 '
28 55.00 i0-01-4! 45.00 584-2Z-56E SI.64 O S /v m :/;
31 23. CD 0-53-25 1480.00 ! 6g• T 9 ' '-- ' ' '-'
29 25.54 8-36-32 170.00 N79-47-29E 25. 52 ! Z p' 7
32 14. 91 N82-06-19W 30 41.50 52-50-22 45.00 504-35-35E 40.04 O Q•f�
33 8.00 562-42-23w 31 251.26 !-35-00 9092.20 N53-56-24w 251.25 ! O a J H y
34 18. 82 tO-46-55 100.00 32 492. 14 4-08-47 6800.60 N51-04-31W 492.04 , 1 5
35 8.00 2-05-01 220.00 33 114.62 46-54-32 140.00 S21-07-33E I11. 45 ; 9261 $ F ;?' ^ v rP 18
0
36 12.90 N24-45-54W 34 130. 96 14-25-45 520, 00 S51-47-42E 130.61 i O s C,`
In s '?e, 47 - 11024 S F Ss
37 it.94 N83-01-09W 35 185.52 33-13-02 320.00 S75-37-OSE 182.93 =-- Z N 63'oya N we A, m �F
38 13.96 N42-32-25W
39 2.84 N27-17-37W 36 23. SG 33-39-41 40. 00 96G-08-23E 23. l6 t-- w Q - p,4 J N F•
37 40.22 6-58-59 330.00 S21-30-06W 40. 20
40 25.00 N68-00-OSW 38 53.68 68-21-05 45.00 N51-30-50w 50. 56 t --- 14 F. O o0 69,J
W
41 2.09 S27-i7-37E 39 10.00 1-30-29 380.00 N48-12-SOE 10. 00 13243 $ F
NW CORNER G. W. JACKSON SURVEY, A- 1599 ( - I _ o ,� „ e• r'j ^ „�
92 20.00 NSI-52-58W 40 96.93 30-51-Is 180.00 SO4-38-45W 95. 76 i�^,
43 16.84 9-38-49 100.00 41 33.2n 4T-37-00 40.00 521-13-taw 32, 29 ( 1/4_ I. R. AT FENCE POST �UflvE---t-�'E ..,_ - �' B o 2�>• ti� 1 9 = ��
44 11. 48 2-20-56 280.00 42 25.95 11-26-21 130.00 S76-07-i7w 25.
43 251. 26 91 I-'-` a-�- m �'- '"r' N N h� 39 ry °' r 9009 S F ry4{7
45 22.00 3-56-21 320.00 -}5-00 9092. 20 N53-56-24w 2S!. 25 1 r
/q
R. ROGERS SURVEY, A- 1098 r - os- 2
46 14. 24 564-55-3iW 44 492, i4 4-OII-4T 6800. 60 N51-04-3iw a92. 04 �` W O ✓ 'OT deW q. h
47 13. 26 S24-45-54E 45 40.22 6-58-59 330.00 S21-30-OGW 40.20
48 15.00 N51-44-09W 46 as.i6 t7-25-34 280.00 S76-57-09E 84.83 ;�f %;-�f ;; ,,, `';-{', (; �, Ii' ,/' tx2 COMMON PROPOSED
49 23. 5q i-13-!4 120. 00 47 30.97 8fl-43-22 20. 00 523-52-40E 27. 97 . - �- - -_ - f - o �6
o GREEN a 20 = b PHASE 6-P
50 !o.24 4-53-16 120.00 48 699.39 39-05-41 1025.00 500-56-IOw 665.90 " - "` "` +- r .�F. - 9094 S F
REPLAT
51 12. 07 !-24-26 9fl0. 00 �- ' ' - 0. 231 AC IO' 8. L.
99 !99. 72 29-43-23 385. 00 533-28-22E !9?. 44 ( ' 'ff•!-',,ti < ^ L'j4
52 12. 03 N46-43-36'W 50 !00. 44 18-04-21 320.00 534-56-46E 100. 52 s-- '•-- '"- `-- `- r '- a0
53 15,00 4-46-29 1so. 00 51 51. 70 U9-27-39 20. 00 St5-94-S4w 34. 55 S"- f ( , e3 /0 60.69
54 16. 00 0-53-40 1025.00 /s' ( --- I "1- =25' N N
55 11.62 N26-54-36w 52 25. 46 2-39-41 540.00 N74-02-54E 25. 96 1 sse ,`, 0 ` z
53 23. 50 33-39-41 k0. 00 S66-08-23E 23, 16 10s ae
56 19.00 3-53, 17 280.00 `J '=� C1
i
54 !D.Z6 a1-55-34 320.00 586-3)-43E !0.76 a 1 z cz1,1a = 046 .
57 21.00 N42-78-06E
58 13.40 S88-38-09E 00 Du >0 10__U.E.
59 11.52 8-15-09 80.00 O i I�V133 V a0 0 oaS� �, QC, -
60 24.68 S74-55-51F. O 1 0
61 4.67 547- 14-06E ; 1 - i'� , _ .;` i_•' +-�%l . r ( d (,`0 ( N 0 1 3 ` ,.W N 9374 5 f nM / \
62 12.tI S58-59-!4w ,; COMMON GREEN 0•E., s. M_ ' 0.11484 $ F�M 12 $ 9202 S P
63 T. to 2-z7-oe Ieo. oc - - - - - - _ _ NO 47 EEN a sins EE' - 7585 S P
64 17. 15 S68- 10-24E r" - , l- 1 �_ ; _- „ f- >' S' r 10' 0. 367 AC. = I '"M x Qiq
1 c_ -
65 9. 37 1-55-00 280.00 `-' •-' ' ' '-- + !-- '---• ••' i .'._- i `i i UJ u. E, j{''- « . „,
S.
66 20.00 5-12-31 220.00 ,o'X2Ntl8 NtIN�84�33-32'E,.°o'O.F.M 1NI'31 1 0o z' wiT-zgr?Sto,,te.30.5.5'1.623, o sp_F r+/
67 is. 11 N 1-21-51E Lj,i •'• `
N 8a-;;-32 W 16. 19'`� 6A•a9 8T !
68 12.46 N51-44-09W N 60. 91 ,69. 95 gg.57-51 4 89�
°1 J H 5z. 6a 60.27 9530 $ F 10
69 11. DO 7-52-41 80. 00 - 13i �'� 6 s O - Sb. 39 6 _� O. 9
i0 5.53 !-14-05 t50.00 T In 'bj o o p„ o } JH _
_ 1 S. 5. F.
7! i5. 53 5-IS-05 170. 00 \0 `" 24- o=m$ar - oo w '* +0' '^" J
72 17. 77 N29-28-4'7W t!J \ '. ;8214 $ F �b_�m 8187$ F.`;; ,.T 2 �%+� b u. F. �,N o
73 23, 13 7-47-40 170.00 O ab �o z o-.,SSF an �, „7 3 oN '1 ^, 0:75545 Fo" - -
74 4.92 2-10-14 130. 00 tt QQ
75 0.34 0-8-59 130. 00 0 \ s 7823 S FNm y0' 9•L• „ 20 20' ��_,,, 20'@• L. ^' 4w 5 6 r�;7T92 S Fo"
O 23 mo o �"83945 fm,;
76 19. 30 3-27-19 320.00 h 9.°0 48y " °9 as. 91 u•E. z I 9535 "'��9592 '"8205IS Fo-I-"-
d' e9 S S F
77 5.00 1-01-23 280.00 / so J.E" r0.0p 5,
�' y ' -� ' q 6g' p2
78 24. 68 N 4-18-37E 22 5 ° °6 l 0 SUEUt
79 4.00 N30-15-32E 7823 S F 368 C(r )q x N Aa o
80 11.61 5)2-39-42W ss// r �" J9, p25 qe tAG ✓� v c. „'�; 7'(,^
81 41. 89 N23-04-42W �„ /6• °O O "+ m 70 10'-
82 13. 40 N88-38-09W 7;• / 79 E- ° ry6y 2y m 7 L 9 00 6.59t013.p0 05
83 72. 69 NBO-43-a3w 2 1 �•' m'° 26 o fI"
VARIES VARIES 0' 8801 S F" 010' p o�
-T
89 76. 59 N20-30I 8171 $ F O m o3 0' 70. na.48 b o > 8517 $ F
85 20.92 Sti-12-16W 4q '" BU ILO tNG LINE oo ti� 8 ,M^ ,< @,C /✓ 5S• g"�• oIz'
BUILDING LINE-- , t` 2a v�r'"-
86 17.48 N40-32-54E R.0.IN I +08, y 10281 $ F S TB-p- �2 76 4 i - 12 r, 52
gl '17 S24-28-47"e S 7q'e5 i° 10'4E. o•- JJ as E dam' 8517 $ F `Od'-+-` ,,, w 90-
1?.
5 I 5'UZILi TY EASEMENT I w E N'82-56- ^_' .., °?; ti 7 ' �' 120'B. L.ti - 27 '^ 0p
88 63. 94 N I-2t-5IE (-"-� 1"- o / 3iw O6 ro ro m
89 65.00 S88-38-09E I i g/ 20 -�+ rzr'29 _ 8239 $ F �� m e'4J'+q W9368S F-S 25 Q
90 6. 48 S68-tO-24E l 7792 S F a 2 r_ o r75'93 W 11 „'� 28 '� -� T625 5 F V
91 12. 1I S58'59-14W I I I I 1 1+5. 65 i 8510 S F o '""---._.` ySy J O o 31 ,7;T985S F,`\,N g9477 $ F i o'O 125}^54 E 50'
42 84.03 S 2-i3-37F: E 583- ,o 7928 S F « o
93 90.00 S54-43-54E I I ' / 28 r9 f N O U e 1 .' x
118. 56 R N T mo - f
44 32.64 566-56-IOW •,
95 14, 80 524-59-36W LGT LINE-'v ( 2�, (] W ` S 81 4 ' U.P. 6-q S4a z �, 6 s M 76 6 $ F� m
96 I1, 81 S)2-34-42W PAVING ' N $ V 82'56-3( W x a' , 8 Na400 (°° 65.65 w66 e,� 5'U•E'
-----� ( 7678 $ FO J N m
97 24.68 N 4-18-37E 10' U.E. ` 5' ELECTRICAL ESMt. +`l\y' 0 65 5 qB _
99 26. 73 N42-59-50W f AL E _ AA r 51532 ° �' 4 40 ( 68. t2'S e ;
99 26. 00 N42-59-59E ( I-".�._,. °,. g 770�SF ";z + 60. I 5 JF w W ga0.5
too 59.86 S89-30-02W' LOT LINE t4 1 8 m� m I �,tm D. E. AND 5 7,15 en '^ 23
w1 ss.o3 569-00-I3W v ° ryu a7en s f m>COMMON GREEN N0. 42 �a'T- �r 22
7T85 S F o .., m 1 as E I�`''- , 9067 S F M. 0 8288 S F °
(02 74.71 S50-10-28W I I I ' r1a / '^° O M 6 W 80 °�gW9.00- 76.6 ° W �"-L---O. 948 AC• 9 2 i NES-Sa-a 01- 9
103 37. OS 5T4-35-I0E N S 76'Si S3 O r30. 00 Sa. 31 E 8 rq'°0 ---._-� 849115 FS �• •' °'tt I "<
r 'JO E ,� 10'0. 66. 32 N83 20 6
°' 4.79 593-0'-04E TYPICAL UTILITY EASEMENT LOCATIONS CO
M n ? 0 2 0h' "' g J G '� 20' S2"569 1 5 y0 24 O S 86 M.00
105 61, 80 576-29-0TE � � (7 V'
106 74, 58 527-17-37E ( 27' PAVEMENT SECTION ) �, T806 S F 8378 5 F All,
lgg� ! s S7jµs s. q V
o,Y A= ro ro m 8740 S F T v' I ,, 66 e S6 E•--1 a
_ +29. ID Y 20' 10' P Ow v m.! o M 8 On j 6' \ G \p. ,0. 8. L•
!07 10. 00 562-42-23w ar -80445 f o'. O"��e 5'A o.
108 70.00 N27-17-37W SCALE: i" -50' a/ $ )g"S1-OS tS'46'2 y- 5 No ,/, �N-� o I $L SJ g N51 / N
109 S6, 65 N76-29-07W E m. o 5651 F__ 9 p9 4 rr.1a 6' / I R ,
m 9458 $ F M I - 8162 $ F8� o -� / m`
Ito 77. 28 N83-01-09W JE o �p•"S. ?0'@ I o o` T. \�� N6 ,y0. 0•�{\,,,a 8501 $ F`'r �r
111 37.00 N74-02-07W / 16. 3 y / 60• g0,61 •C, •+ z A' Lj ,� \>^ E. -' ' (i
r 0 V N 5.5• U. E'
113 62. 96 0. 7-24-35E 11435 S F �' - 8606 $ O6f ds O qS Cis h 6>, �-- 4 0'W, t.^ 9\ \� J� O 10 "S'055 E S
113 62. 68 587-24-44W .,m m W.
114 83. 39 S69-55-38E / of E, o c' o• ° L� '+ q5 ro CR ss ° ( LO . y 2 , 15-a9�
S.S./ m'p O Oy � o STq_ •00 C' S LO m ✓ � Z
r+S 15. 04 589-33.32E /`°5'.r2E m y a p m A
116 15.04 S88-38-32E x 15-`op yo sa \~.8183 $ F e' OwNea+7T 537C0 AS•µ x ; 5$"5, ,LO o 94865 �\ \( 627 5 p 5 ° E
117 91. 98 N19-58`40E / 0' a - p s /
O. J. 11 % 11. 01 6l, y5!S-q6 m 1. `6.S
118 94.63 N74-53- t9E O / 9T80 $ F 2✓9 6 OU e�' \ r 1. L) w 2p, @• A 0 s 16. r8' W gg >>aa E 1 9 N 1S•
0, O ~9, sz%55.5 • 10' 0. E. `
T 724 x 5rM, 5. E.
�-iiy s r s8972S ° 119 10.00 -588-38-09E
(20 137. 96 N48-OS-59E \Oy E y^Od
121 t04. 25-S41-51-OIE 8- •'s, �- e./ y'ryo° s°
122 14,80 S24-59-36W 4 - 0\ �s �" 14 < /0, o) 15 _ s'u. E. I T
123 t24. 04 N42`59-SOW Owr7617S F'4' o x8620S F 8545$ F y*
129 50. 0o S 4-20-04W \ \ t2 yyo° Jpv I o
125 115. i7 S41-39"57W 2 \ 11:FINAL PLAT
M e o °-084975 F
( 2 z - N 88-38- 9 w
127 40.77 551-52-5aE A.T�'y � _� t i*i tl'^% ,`•.!` 't U..t - e J.F. o 127 40. 00 514-31-17E �? , ,y j
z 128 32.64 566-56-10w
L //V ! '��� �x _ HIGHLAND SHORES
1010.E. �_J �` {]
1 30 125. 41 N89.48-48/. I l ((° 59: 00 18 09 w PHASE A •7 E U P
130 00.00 S84-21-31E • �,^', .,... c f it r ,• 6., :.,' ; + 13+ 100. 00 584-.33-32E : "-'" ^✓ (1A iv 1'
132 80.00 N 5-26-28E -
133 95.43 S84-33-32E SHEET. 3 OF 3
134 114.49 S24-.59-36W i�; •t,{ i �„'' }j � ��•�� <. / s. �}1 _F ,fj
135 29.42 S44-51-43IN
136 76.54 $24-59-36W - T. C. '.& B. ':JOB N0. 45-90003-302. 362
r
i- 65f
STATE Of TEXAS >( OWNERS CERTIFICATION
y 2
COUNTY OF DENTON >( J
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN TE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXASH
OF THE E. T. GLARY SURVEY, A-246, fD. HYATT SURVEY, A-559, AND THE R. ROGERS SURVEY, A-1098 BEING PART OF TRACT X AS RECORDEDIN
PART
VOLUME 743, PAGE 137, DEED RECORDS OF ENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS;
BEGINNING AT A 5/8' STEEL ROD FOUND FOR MOST SOUTHERLY CORNER OF HIGHLAND SHORES PHASE 7C EAST, AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, AS RECORDED IN CABINET H. PAGES 243, & 244, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON THE
NORTHEASTERLY LINE OF HIGHLAND SHORES BOULEVARD (A 70' PUBLIC RIGHT-OF-WAY), AS DEDICATED BY SAID ADDITION;
THENCE WITH THE EASTERLY LINE OF SAID ADDITION THE FOLLOWING TWO COURSES:
NORTH 43'24'01' EAST, 613.57 FEET TO A 5/8' STEEL ROD;
NORTH 27'52'27' EAST, 236.63 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 65'33'35' EAST, 283.44 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 31'14'59' EAST, 559. 76 FEET TO A 5/8' STEEL ROD ON THE WEST LINE OF HIGHLAND SHORES PHASE 11-8, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE AS RECORDED IN CABINET G. PAGES 58 & 59, PLAT RECORDS OF DENTON COUNTY, TEXAS;
THENCE WITH THE WEST LINE OF SAID ADDITION THE FOLLOWING THREE COURSES:
SOUTH 06'49'53' EAST, 2.41 FEET TO A 5/8' STEEL ROD;
SOUTH 74'53'39' EAST, 84.06 FEET TO A 5/8' STEEL ROD;
SOUTH 18'26'00' EAST, 99.04 FEET TO A 5/8' STEEL ROD ON THE NORTH LINE OF SAID HIGHLAND SHORES BOULEVARD;
THENCE WITH THE NORTH LINE OF HIGHLAND SHORES BOULEVARD THE FOLLOWING FOUR COURSES:
SOUTH 77*44'29' WEST, 309.97 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A NON -TANGENT CURVE;
ALONG THE ARC OF SAID NON -TANGENT CURVE HAVING AADIAL BEARING OF NORTH 12-16'40' WEST, A RADIUS
ROF 1165. 00 FEET, AND A
CENTRAL ANGLE OF 27'10'20', 552.50 FEET TO A 5/8' STEEL ROD;
NORTH 76'06'20' WEST, 210.26 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE;
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 14'53'40' EAST, A RADIUS OF 565.00 FEET, AND A CENTRAL ANGLE OF
15'26'22', 152. 25 FEET TO THE POINT OF BEGINNING AND CONTAINING 12.063 ACRES OF LAND.
STONE CAP Fr, TiT
T, STEEt TIERS
RANrEO ❑P
r.f STONE MR aNR;
ERCOTEO SO(O It altER
E� Kr IT, tFf MIO
:.f, Inr SEEP ON 1.,.
SPREE I11 mim w,)
SCALE 1/8" =1'-O"
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
wacK
,or no r
NOTES:
I. THE RADIUS ON ALL BLOCK CORNERS IS 20.00'
UNLESS OTHERWISE NOTED
2. ALL EASEMENTS ON LOT LINES ARE CENTERED
UNLESS OTHERWISE NOTED
3. A 5.00 FOOT UTILITY EASEMENT ADJOINING
ALL RIGHT OF WAYS IS HEREBY DEDICATED
4. ELEVATIONS REFERENCED TO N. G. S. DATUM SITE
B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED
(H. S. I. 5 ), LOCATED S 84-22-21 E , 695.50 FEET
FROM THE MOST WESTERLY CORNER OF THIS PLAT.
(N.G.S. ELEVATION 565.88)
5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE
EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD,
VOLUME 465, PAGE 675, DENTON COUNTY DEED RECORDS,
6. UNLESS OTHERWISE NOTED U.E.'S ARE CENTERED ON
LOT LINES-
TIP (EKE A"ovfo BY RS (tP
C MR M1f, :.,' NEJI
a/
MCM I
'To tRpAGu'R r AI IENCE AS LLIAEO
CENTER OM COrYAx P"", tM, I',
STONE MR$ 5 TTY PER CORO OREEx N tACE
IRONT O SPACN4 y0' OC 11 _.�.
-- s1w IKE 0 COiNON GREEN OR SAKI TROT
PROPERR IGP N w(%R1r R IERCE SH N
' IRR FACE rye
SCALE 1/&�=lt•d�
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
THAT HIGHLAND
D SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY
THIS
'HIGHLAND
RTONTHE VPUBLICEUSE
AUTHORIZED TO SO ACT, DOESHEREBY
ANDPLAT
VILLAGE, TEXAS, DOESDESIGNATING
DEDIICATE PHASE
NON
_
FOREVERSTREETS� AND HIGHLAND
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE EASEMENTS SHOWN ON THIS PLTO THE CITY AT
REMOVED THIS NRRTHFOR
£ V
FOR THE MUTUAL USE
OR USING SAME . ANY PUBLIC UTILITY SHALL
THEMOVOE AND
ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS
WITH THE CONSTRUCTION,
OR GROWTHS WHICH IN ANY WAY ENDANGER OR
MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE
SHALL, AT ALL TIMES, HAVE THE RIGHT OF INTERFERE
EASEMENT STRIPS AND AN PUBLICUTILITY'':;;,,
INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR
RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING BN
3
J "
THE PURPOSE OF
NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS
AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS
RESOLUTIONS
`
TRUCTING,
PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, RECUL WITHOUTI THE
OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS
HOLD HARMLESS THE CITY OF HIGHLAND AND
- �I
THE SUCCESSORS AND
VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING
PROPERTY DESIGNATED AS 'HIGHLAND
ALTERATION O OUT OF THE DIVERELEASE
DEVELOPMENT OF
THE ALTERATION OF THE SURFACE/I-GN ANY PORTION OF THE
SHORES, PHASE 8-E' INCLUDING BUT NOT LIMITED TO THESE
STABL IOSHMENDEVELOPMENTAOR
TREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE (7/�`-�' DAY OF """`-')E(_,
CCQQ11 1991,
HIGHLAND SHORES r NC.
l7K/"Ir l\
STATE OF TEXAS
FAIRFIClO P. DAY, JR., P ESIDENT
COUNTY OF DENTON
BEFORE ME, THE
Y PUBIC,
FAIRFIUNDERSIGNED P. DAY, JR., KNOWN UTOOMETTO BENTHE RPERSONL WHOSEI NAMENDIS SUBSCRAIBED TOU
UTHE FOREGOINGTINSTTRUMENTSANDDY PERSONALLYAACKNOWLEDGEOTOAMPPARED
EETHAT
HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE &I&—
DAY OF 1991
NO ARY PUBLIC IN AND FO�L.CX.VF-x"'Ei(.-�J
DENTON COUNTY, TEXA
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
1, JOHN 0. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT HIS PLAT WAS
COMPUTED AND COMPILED UNDER MY SUPERVISION.
J OHN D. SPATES
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS
TEXAS REGISTAT ION N0. 4182
COUNTY OF HARRIS
BEF
RE
ED
HOR
SPATTES, , KNOWN NDTOSMENTO BE TTHE I PERSON NWHOSE NAMEIIS SUBSCRIBED TOI N AND FOR SA I THE OFOREGOINGUNTY AND STATE INSON
TH NT IANDDAY
ACKNOWLEDCEDLTO MEPTHATEHE EXECUTED
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE
DAY Of TRU1991.
IO�PA' hUSLIC
HA R COUNTY, TEXAS /
1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCVA
ON INC., DO HEREBY DCOMMIECLARE SSION ETHAT ETHIS F'L AT NO THE METES AND
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC.
D,%
OH , D. L. WILLIAMS
RgGI SyERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS TEAA$ REGISTATION NO. 4818
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTAR'f PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS, 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE —an-1— DAY OF "V.0 9:- zk
1991
, PUBLIC q� J(}�/ DOLMAS COUNTY, TEXA. /./n
COMMISSION EXPIRES /-(-4—
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
ON THIS DAY OF
TEXAS, HEREBY APPROVES THE FOREGOING
TEXAS, SUBMITTED BY HIGHLAND SHORES,
FINAL PLAT
INC., OWNER.
CERTIFICATE of APPROVAL
1991, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
OF - HIGHLAND SHORES, PHASE 8-E' AN ADDITION T TO THE CITY OF HIGHLAND VILLAGE,
RRaSrArT acN oy'NCE r to • caswx 4REfx Oro
UEE IRON'I; (0T5 f L S IXCCK a
n aocx 0 a7
L ®���
q
rjl,}
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
LEGEND
IA BLOCK DESIGNATION
B.L. INDICATES BUILDING LINJ
U.E. INDICATES UTILITY EASEMENT
E.E. INDICATES ELECTRICAL EASEMENT
D.E. INDICATES DRAINAGE EASEMENT
S.S.E. INDICATES SANITARY SEWER EASEMENT
3 W. L. E. INDICATES WATER LINE EASEMENT
STM. S. E. INDICATES STORM SEWER EASEMENT
C.C. INDICATES COMMON GREEN
rj 3 8 MINIMUM FINISH FLOOR ELEVATION
FINAL PLAT
'r;-A 1°gaTe.�1r,c�1��1a�5.-kPlcHIGHLAND SHORES
�'--ao1a�-A5-s�,.T'�.if 8.795-Ar! PHASE 8-E
Nd a.cp�a,c fz,.��,.ftl.los�;n5t.<r�J�
TION
C— I`7,,'°g3--AZLL�B �/(nr�l3hc..-l%//r✓oi•c-,' %.SI,3AAH GHDLIAND VILOLATHE CITY
GE, TEXASOF
fa 1 1,90mac. (o 1 ' � 12.063 ACRES PART OF THE
i�At._.�1T E. T. CLARY SURVEY, ABST. NO.248
1 THE F. HYATT SURVEY, ABST. NO.559 AND
c -l S/AOL Iq Qq,2>1 THE R. ROGERS SURVEY, ABST. N0. 1098
DENTON COUNTY, TEXAS
-0 PREPARED FOR -
HIGHLAND SHORES, INC.
300 E. CARPENTER FREEWAY, SUITE
IRVING, TEXAS, TEXAS 75062
12 LOTS (2 14 ) 791-3333
2 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
ENGINEERS / PLANNERS
5710 L. B. J. FREEWAY, SUITE 370
DALLAS, TEXAS 75240, (214) 960-9651
JOB NO.45-90003-302, 362
1425
2 BLOCKS
AUGUST, 1991
SURVCON, INC.
5710 L. B. J. FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
..•`SPRY PGn•�:
••�I
•.• O MY•, V
ED
a�
uF �• �
OF t .r,•
cucr7 4 ',—.-.
65NT. \
baQ
EP
ep
/^\ COMMON GREEN
NO. 40 /
ZO
\ TYPICAL
4bNOF. f.Pt\
/ z ?SOP
o� Ic b
,ZO \
\ \ TYPICAL /
INSET„B„ INSET "A'
N.T.S. N.T.S.
� I �
m c
O N
I a
a
LU w
, W
O:
N N
UJ
N r
o:
O
D:
_ SO. 09 $ 0: UJ
ti
p /•^♦\ 2' FENCE ESMT.
6 71
? Y / 26384 S F o P
t_
538 5 �-
28538 S F / 6
SCALE : I" = 100'
O ^ EE INSET A
°sr9ss\'537 FLOWAGE ESMT.
of s-_-
y 4
o R \
;:, „ y/ 22889 S F c so' N 24368 S ��
SEE INSET' 8�/ \} \ ` /
\` m 538 ao r 538 S
2 FENCE ESMT / _"i �� �/3 B ,Y CT,) d i
/O dr B /y ly 24 B 21\i °m Db,
OF6� i \p1•,Aw 3
6
y p O
a +
23461 S F <S 24228
S F ti c 26827 S F
538
W
88 90.00
ut 0 5 '5' 3°9.g9 g �\ ENE N 1 ,� .1 `� •', r<-
\ Q' 10' U. E. y gNC OF vx
169.36 O�e ANOVPZ4
m '�' �• Q' S. S. E. o So, Ce \0q8 f• N o
�02 ��� p -- - Ne9
LAKE ECOVE ( o�RX��s55o�Nga°
R. ROGERS SURVEY, A- 1098 m G ti 9 E g0�A5( 559 30306 S F "• +1 = i '
135. 08 - - 0 BNp �Vk,1 P
EHYATT SURVEY, A-559 �� \off rJ 90 0---"�.-5; _ 2p,e/Ss538p w m
2 FENCE ESMT. u / N\ ( \0' N/8
/ I I 2\ r 5 b 236'2\ Z
m
40 W 690. I6 T p
1 !J 06�� ,
5 0]-01" w w m �" ya / o �\ 01`l GRE , , u ;, T a. a_ ' a. ._ u , .•
24058 S F 539
szzs h/ 26392 S F N L T o 3 N F o 30411 S F
v O
07j - i z 29118 S F i $ q 538 0• \
I N_u a' N 2�FENCE ESMT.
too -�8'U.E. I p0 7 ...•�"''�"�'
N Q S 73, 7 6 50.
7$'OG 26 49 19E om ` g .l8 N TT 44 29 E 3 S '3p9 9'1
163.90 N° N}6, 43
2 9 4.18
/ ; ,\ 28' 361. to I q s .1+� NT CURV
. 1E
-i , L� , 1-il CIE;
INDS TANGS
�.
1 V t \ F 1 A
1-:
i_- ��%`-. 7t.a ems`
N Q
r
ww
w >
> o=
� N
i
F Q
Q J
r I
LL
W
CURVE TABLE
-/ Y
�1
CHORD CHORD
NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE
1 120.36 114-56-00 60'00 N31-34-29E 101. 17
2 135.31 25-50-31 300.00 N38-48-46W 134.16
3 28.65 62-03-56 20. 00 N46-06-OBE 26. 26
4 140.04 22-55-30 350.00 N06-23-35W 139. 11
5 155.99 68-45-05 130.00 N52-13-52W 146.80
6 164.65 26-57-13 350.00 S79-54-59W 163. 14
7 195.77 224-20-28 50.00 NOI-23-23W 92.61
8 259.36 39-37-37 375.00 S89-01-57E 254. 22
9 107.81 123-32-13 50.00 N09-23-OBE 88. 10
10 180.20 206-29-28 50.00 NSO-51-45E 97.34
It 108. 61 41-29-13 150.00 S05-08-54E 106.26
12 104.38 47-50-38 125.00 S08-19-37E 101. 37
13 145. 48 20-50-18 400.00 S21-49-47E 144. 68
14 31.09 89-04-32 20. 00 S55-56-53E 28.06
15 154.96 7-37-16 1165. 00 S83-19-28W 154.84
16 552.50 27-10-20 1165.00 N88-41-30W 547. 33
17 152.25 15-26-22 565.00 N67-23-09W 151.79
NOTE TABLE
NOTE
DISTANCE
BEARING
RADIUS
OR
OR
ARC LENGTH
DELTA
1-
45.91
N25-53-31W
2
24.50
23-23-35
60.00
3
110.97
N52-22-59W
4
19.06
2-43-49
400.00
5
5.73
2-11-26
150.00
6
25.00
N25-53-31W
7
30.00
N25-53-31W
8
25.00
S52-22-59E
9
15.00
2-27-20
350.00
10
14.57
2-23-05
350.00
II
5.50
0-47-17
400.00
12
2.41
S 6-49-53E
13
45.23
SSO-07-26E
14
70.00
561-07-17W
15
11.04
1-48-27
350.00
16
28.65
82-03-56
20.00
17
2.41
S 6-49-53E
IB
84.06
S74-53-39E
19
99.04
SIB-26-OOE
20, 20'
BUILDING LINE BU ILDINC LINE
VARIES
5 �5
I
OT LINE 7'
10' 10' U.E. RAVING I 5' ELECTRICAL ESMT.
` LOT LINE
I
TYPICAL UTILITY EASEMENT LOCATIONS
( 27' PAVEMENT SECTION )
SCALE: I" = 100'
1
I
FINAL PLAT
HIGHLAND SHORES
PHASE 8-E
SHEET 2 OF 2
ASsuo - X ndaa
P16£ST :# 4�Taaaa
0019 : 4W6W/00a
00102 : 5 u T pao0aa
U-1d : ad=Cl/boa
944EE008-96 : WnN/00a
WdE£:b 413
966T ST AeW Ia0
>ia3'13
H WIl 379UHONOH
�AlNnO3 NOIN3a
ocaH aQ3 PaIT3
:uT
0
0
SCALEGRAPHIC
(IN FEET)
6
r� I
cpd.
�73
A: r ROVr.D H,. , lenn.ng and Lonsng-ommtss+on
City of H;ghlcnd Village
By:s
' Chairman
APPROVED BY:
By: ._ __
?� o rr
CitySecref ry
is
578 4j.¢4,E
r
104.46' /
/ JJ
5—R
0.191 acre J.
N , {t
`6: G' o
\
— 66.32'
40'SS' W 60.14'
V01011110
7-95
City Council
City of Highlond Vi!iage
OWNERS Cck A E
Whereas Sherry MCGu;re
^nc `
gh!c^cl ores 'ncorporcicc
c e the owners of a
;
trace o, +enu stuotcd ,n
the City
of .. ice c
,(., ..o.,s:y, Texas, being
oil of Lot 5, Block JJ end
a portion
of Common Green
No. 42 of Higniand Shores,
Phase 8-P, on Addition
to the
City of i'igh�cnd Vi!,cge es recorded in Cabinet H,
Page 364 of the Plat Records
Cf Denton Co.;rty, Texos,
and being more
particularly described by
metes
and 'bounds cs follows:
BEGINNING at on 1 /2" iron rod found on the westerly line of Queens Court ( a
variable width public right -of -- -way, being a 45 fee, radius cu'de-soc a' this
point) for the northeasterly corner of said Lot 5, some being the beginning of
a non -tangent curve to the left;
THENCE
along said westerly line and along
the arc of sc;d non -tangent curve to
,,��
the left having a radius of 45.00
bears South 06'15'31" East, 61.60
feet, a
feet,
central ongle of 86'23'14", a chord which
a distance a' 67.85 feet to an. 1/2" iron
/ �S
--rod
Oat;e:
found
for a common comer
of said
Lot 5 and sa4d Common Green No. 42;
THENCE
South 40'32'54" West,
along the
common line of said Lot 5 and said
Common
Green No.42, 17.48 feet
to on
111/2" iron rod found at an angle point
of said
common line;
THENCE
North 78'47'44' West,
along sad
common line, 48.06 feet to a 5/8" iron
rod with
cap set;
THENCE
South 05'19'02" West,
departing
said common line, 2.12 feet to a 5/8" iron
rod with
cap set;
TiiENCE
North 84'40'S8" West,
60.14 'eel,
'a 0 5/8" iron rod with cap set;
T!-iENCE
North 38'38'11" West,
8.79 feet
to 0 5/8" iron rod with cop set;
THENCE
North 11'12'16" East,
passing of
2.60`eet a 5/8" iron rod found for a
common
corner of said [-at 5
and said Common Green No. 42, e to'c; distance of
76.60`ee4
to a 5/8" iron rod
found for
the northwesterly corner of said Lot 5;
O
A = 86'23'14"
- R = 45.00'
\ T = 42.25'
L = 67.85'
D.E. AND COMMON GREEN No. 42
0
a
FENCE South 78'47'44' Ecst, along the ncr:her;y line of said Lot 5, 104.46 feet
to the POINT OF BEGINNING, con,taning c computed area of 8320 square feet, or
0.191 acre of land.
4(
S 113119 c
LEGEND
0 b/&' 4KON ROO SET W/ CAP
• 1/27 IRON ROD FOUND
P.O.S. POM Of BEGINNING
LINE TABLE
uN�
DREc1�oN
T
o+s,ANc�
L1
SG032 5� w
17 B
2
_
SCE 9 02 W
_
2 12
(3
_ N38 31 W
-
LOT 5-R, BLOCK JJ
A REPLAT OF LOT 5, BLOCK JJ, AND A PORTION
OF COMMON GREEN #42
HIGHLAND SHORES, PHASE 8-P
CABINET H, PAGES 364-366 P.R.D.C.T.
HIGHLAND VILLAGE, DENTON COUNTY, TEXAS
HIGHLAND SIOR S INC. SHERR`! A Mc`ZU;RE
300 CARPENTER FREEWAY, SUITE 4425 777 QUEEN COURT
IRViNG, TEXAS 75062 HiiGH AND W1 LAGE, TEXAS,75019
(214) 791--3333 (214) 462 8194
PREPARM BY:
cU RWON M.
5710 L 5J r LJ WAY SUITE 180
DAL AS, TEXAS 75240
(2i4) 458-2173
NOW, THEREFORE, KNOWN ALL ME-N BY THESE PRESENTS:
That HIGHLAND SHORES INC. and SHERRY McGUIRE, acting herein
by and through its du;y authorized officers, does hereby adopt this
plat designating the hereinobove described property as an addition to
the City a' Highland Village, Texas, and does hereby dedicate,-ih.4ee ,
simple, to the public use forever, the streets and alleys; shown.
thereon. The streets and alleys are dedicated for street purposes.,
The Easements and public use orecs, as shown, ore dedicated, for'the
public use forever, for the purposes indicated on this plat. No
buildings, fences, trees, shrubs or other improvements or growths
shell be constructed or placed upon, over or across the Easements as
shown, except that landscape improvements may be placed in Landscape
Ecsements, if approved by the City of Highland Village. In addition,
Utl.ity Eosements may also be used for the mutual use an accommodation
of all public utilities desiring to use or using the some unless the
easement limits the use to particular utilities, said use by public
utilities being subordinate to the Publics and City of Highland
Village's use there of. The City of Highland Village and public
utility entities sholl have the right to remove and keep removed all
parts of any buildings, fences, trees, shrubs or other improvements or
growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems
in said Easements. The City of Highland Village and public utility
entities shall have the full right of Ingress and Egress to or from
their respective easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, reading meters,
and adding to or removing all or parts of their respective systems
without the necessity at any time procuring permission from anyone.
This plot approved subject to all platting ordinances, rules,
regulations and resolutions of the City of Highland Village, Texas
WITNESS, my hand, this the day of (ft .,Daf5-At _,r, 1995 .
R.L. Croteou, President
Highland Shores, Inc.
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary Public in and for
said County and State, on this day personally
appeared R.L. Croteou,
known to me be the person whose name is subscribed to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration
therein
expressed.
Given under my hand and seal of office, this
(lam day of
Notary Public in and' for the
State of Texas
WITNESS, this the day
194
m and, of
.
BY:
Sherry McGuire
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared Sherry McGuire,
known to me be the person whose name is subscribed to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration
therein
expressed.
Given under my hand and seal of office, this
�wl day of
NOta Pubic in end for the
of Texasa
Fs,'V�rz-
PIW00D°00°°�°°°°°°°State
o i:» `zowKNOWN
Al_L MEN BY THESE PRESENTS:
That 1, Johnny D.L. Williams, do hereby certify that I prepared
this plot from an actual and accurate survey of the ;and and that
the corner monuments shown thereon as set were properly placed
under my personal supervision in accordance with the Subdivision
Remotions of the City) of,yOighicnd Village.
Joh y D.U. Williams �
Reg+ + red Professional Land Surveyor
Texas `'eglstrotion No. 4818
STATE OF TEXAS o
COUNTY OF DAL.LAS
S, •"
Before me, the undersigned authority, a Notory Public in and ?fott
said County and State, on this day personally appeared John"rty fi1.I_
Williams ;mown to me be the person whose name is subscribed6.to,,_,
the foregoing instrument and ocknow!edged to me that they, p61£�
executed the some for the purpose and consideration thTer6'n
expressed.
iv#,n my h nd nd seal of officethis day of
c in �cnd for the 4
State of Texos
OWNERS CERIIFICATION
STATE OF TEXAS )(
COUNTY OF DENTON )(
It
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF 'LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS,
PART OF THE R. ROGERS SURVEY. A-1098. G.w. JACKSON SURVEY, A-1599,. AND THE F. HYATT SURVEY, 559 BEING PART OF TRACT IX AS
RECORDED IN VOLUME 743. PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOR THE NORTHWEST CORNER OF LOT 2. BLOCK OF OF HIGHLAND SHORES, PHASE 6P, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE. AS RECORDED IN CABINET H. PAGES 110-113, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON
THE SOUTH LINE OF AN ARCO PIPELINE RIGHT-OF-WAY AS DESCRIBED IN VOLUME 821, PAGE 105 OF THE DEED RECORDS OF DENTON COUNTY,
TEXAS;
THENCE SOUTH 24'59'36' WEST WITH THE WEST LINE OF SAID LOT 2, 114.49 FEET TO A %' STEEL ROD FOR THE NORTHWEST CORNER OF LOT
1, BLOCK OF OF SAID ADDITION;
THENCE WITH THE PROPOSED WESTERLY LINE OF SAID LOT 1, THE FOLLOWING TWO (2) COURSES:
SOUTH 44'51'43' WEST, A DISTANCE OF 29.42 FEET TO A 5/8' IRON ROD:
SOUTH 24'59'36' WEST, A DISTANCE OF 76.54 FEET TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT, AND THE SOUTHWEST
CORNER OF SAID LOT 1. BLOCK GF;
THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF SOUTH 02'24'28' WEST, A RADIUS OF 320.00 FEET,
AND A CENTRAL ANGLE OF 01*55'34', A DISTANCE OF 10. 76 FEET, TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT.
THENCE SOUTH 04'20'04' WEST, 40. 00 FEET TO ASA' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 04'20'04'WEST, A RADIUS OF 280.00 FEET, AND A CENTRAL.
ANGLE OF 17.25'34•, 85.16 FEET TO A 5/8' STEEL ROD FOR A POINT OF REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 21'45'39'WEST. A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE
OF 88'43'22', 30.97 FEET TO A 5/8- STEEL ROD FOR A POINT OF REVERSE CURVATURE. SAID POINT BEING ON THE WEST LINE OF HILLSIDE
DRIVE, (A 50' PUBLIC RIGHT-OF-WAY);
THENCE WITH THE RIGHT-OF-WAY OF SAID HILLSIDE DRIVE THE FOLLOWING TWO COURSES:
✓ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 69'30'S9- EAST, A RADIUS OF 1025.00 FEET, AND A CENTRAL
ANGLE OF 39'05'41', 699.39 FEET TO A 5/8' STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE;
ALONG THE ARC OF SAID COMPOUND CURVEHAVING A RADIAL BEARING OF NORTH 71'23'20' EAST, A RADIUS OF 385.00 FEET, AND A
CENTRAL ANGLE OF 29'43'23'. 199.72 FEET TO A 5/8- STEEL ROD:
THENCE SOUTH 41.39'57' WEST, LEAVING THE RIGHT-OF-WAY OF HILLSIDE DRIVE 115.;? FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 49'49'21' EAST, 207. 44 FEET TO A 5/g' STEEL ROD:
THENCE SOUTH 51'52'58' EAST, 77. 77 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 66'49'35' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'06'19' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82-02'10- EAST, 165.76 FEET TO A 5/8- STEEL ROD ON THE ARC OF A CURVE, SAID POINT BEING ON THE WEST LINE OF
WOODSIDE DRIVE (A 40' PUBLIC RIGHT- OF -WAY);
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 64'05'24'EAST, A RADIUS OF 320.00 FEET, AND A CENTRAL
ANGLE OF 18'04'21", 100. 94 FEET TO A %- STEEL ROD FOR A POINT OF A REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID REVERSE CURVE HAVING A RADIAL BEARING OF SOUTH 46'01'04' WEST, A RADIUS OF 20.00 FEET, AND A
CENTRAL ANGLE OF 119'27'39'. 41.70 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 14'31'17' EAST, 40.00 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVEHAVINGA RADIAL BEARING OF NORTH 14*31'17' WEST, A RADIUS OF 520.00 FEET AND A CENTRAL
ANGLE OF 02'51'37', 25.96 FEET TO A 5/8'STEEL ROD FOR A POINTOF COMPOUND CURVATURE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 40*41'27- EAST, A RADIUS OF 40.00 FEET AND A CENTRAL
ANGLE OF 33*39*41'. 23.50 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 07'57'42" EAST, 214. 58 FEET TO A %g- STEEL ROD:
THENCE SOUTH 66*56'10' WEST, 32.64 FEET TO A %e' STEEL ROD;
THENCE SOUTH 80'26'54' WEST, 163.40 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 89'48'00- WEST, 104.41 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 50'31'52- WEST, 183.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 35'16'06' WEST, 359, 82 FEET TO A5/e STEEL ROD ON THE NORTH LINE OF A 150 FOOT GULF AND SANTA FE
RAILROAD AS DESCRIBED IN VOLUME 440. PACE 215, DEED RECORDS OF DENTON COUNTY, TEXAS;
THENCE ALONG THE NORTHERLY LINE OF THE SAID GULF AND SANTA FE RAILROAD THE FOLLOWING THREE COURSES:
NORTH 54'43'54' WEST, 802.63 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE:
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 35'16'06' EAST, A RADIUS OF 9092.20 FEET, A CENTRAL ANGLE
OF 01'35'00', 251.26 FEET TO A 5/8` STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE:
'ALONG THE ARC OF SAID COMPOUND CURVE HAVING A RADIAL BEARING OF NORTH 36'51'06'EAST, A RADIUS OF 6800.60 FEET, AND A
'`1 CENTRAL ANGLE OF 04'08'47', 492.14 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 00'00'30' WEST, 411.27 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 13'27'47' EAST, 373.48 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 19' 58' 40- EAST, 91. 98 FEET TO A %- STEEL ROD;
THENCE NORTH 50'13'06' EAST, 183.33 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 74'53'19' EAST, 94.63 FEET TO A %' STEEL ROD:
THENCE SOUTH 84'33'32' EAST, 189.88 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 10*21'31' EAST, 25.09 FEET TO A %- STEEL ROD;
HENCE SOUTH 84'33'32' EAST, 100.00 FEET TO A 5/8' STEEL ROD:
HENCE NORTH 05*26'28" EAST, 80. 00 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 84. 33'32- EAST. 95.43 FEET TO A 5/q' STEEL ROD; '
THENCE NORTH 01*21'51' EAST, 472.57 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 48'08'59' EAST, 137.96 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 41'51'01' EAST, 104.25 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 42'59'50' EAST, 330.53 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 71'59'23' WEST, A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 06'58'59-, 40.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 24'59'36' WEST, 14.80 FEET:
THENCE NORTH 42'59'50' WEST, 124.04 FEET TO THE POINT OF BEGINNING AND CONTAINING 47.169 ACRES OF LAND.
//
NOW THEREFORE KNOW ALLMEN BY THESE PRESENTS: 14 &4 / /
THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FA€RFIELD P. DAY, JR.. DULY AUTHORIZED TO SO ACT, DOES
HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND
VILLAGE. TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE.
AND ACCOMODATION OP ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT 10 REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE
-
WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY •'
SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING: `•--..„..,..,, 5
RECONSTRUCTION, INSPECTING, PATROLL?NO. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND
RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HIGHLAND SHORES, INC., OWNER. ITS SUCCESSORS AND ASSIGNS 00 HEREBY RELEASE AND
HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS. FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES. PHASE 8-P' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE 'I!.�DAY OF 1991.
HIGHLAND SHORES. 'r
FAIRPIELD P. DAY. JR., PR. !DENT
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED
FAIRFIELD P. DAY, JR.. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ....._� .__...� DAY OF �_.� .._.. ^991.
N 7ARY PUBL C N AND IOR
DENTON COUNTY, TEXA,
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
i, JOHN D. SPATES. REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC.. DO K
CERTIFY ?H T THIS Pi,AT WAS +( a F^o
COMPUTED AND COMPILED UNDER MY SUPERVISION. /7 ��,�F3E�8�'�°o�O"�,�'C
�/;l�//,�r� 69�'
JCHN ES _ JOHATES
C/ REC SROFESS! NAL LAND SURVEYOR
TEXAS REGISTAIfON NO. 4!82 & ..cttcxw m
STATE OF TEXAS �.5�,q®4182
COUNTY OF HARRIS '� °2�F4'��Sl�,
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC. IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSON nLLr APPEARED JO)1N D.
SPATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE'. e"XE CUT
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRrEE�SS D. ,,,•"��♦��♦♦.♦♦
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �.,T/ DAY OF .J-S/ (/ 6< i991. // ) PAY "I
NOTA PUBLIC * ••
HARRIS COUNTY. TEXAS
COMMISSION EXPIRES
I, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC.. DO HEREBY DECLARE THAT. TH i$ PLA AND THE METES AN6
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREONWERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
-WAY AND BOUNDARY POINTS SHOWN HE ' �T•••a.•.•.••• -\. �� All LOT CORNERS. RIGHT-OFREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE Wi TH '• E' S[.
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC.lz
♦♦i♦ "` J
i
-'J UI D.L. WILLIAMS --�m-
RE ISTERED PROFESSIONAL LAND SURVEYOR
7E REGISTATION NO. 4818
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THEC j„_.` DAY OF OJT%� . 91.
v J�
NOTARY PURL IC f
DOLMAS COUNTY, TEXAC/�
COMMISSION EXPIRES _
CERTIFICATE OF APPROVAL
ON THIS DAY OF 1991. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER.
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
SL 009 A
F I NAL
HIGHLAND
PHASE
R.
300 E
PLAT
SHORES
8-P
AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, TEXAS
47.169 ACRES PART OF THE
G. W. JACKSON SURVEY, A- 1599
ROGERS SURVEY, A-1098 AND THE
F. HYATT SURVEY, A-559
PREPARED FOR:
HIGHLAND SHORES, INC.
(c'- i35&3 , A /S99 7; cA 1 2/
5S,63(, 4 101a lX-A'-b-�c - 1 I z,
�C LkS 1 1 '76�/
CARPENTER FREEWAY, SUITE 1425
IRVING, TEXAS 75062 o��
(214) 791-3333 }
130 LOTS
6 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
5710 LBJ FREEWAY, SUITE 370
DALLAS, TEXAS 75240. (214) 960-9651
7 BLOCKS
AUGUST, 1991
SURVCON INC.
5710 LBJ FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
T. C. & S. JOB NO. 45-90003-302, 362
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I OF 3
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NOTES: \ y0
h
I.) B.L. INDICATES BUILDING LINE. ^ •,%„ '-;, ,• '�"�
2.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. �•" ti''\\1\'
3.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED. \
4.) A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY \ +8 6 ;T
DEDICATED. 0�.6
;,i,L ; 1 i; I ; t•,
5.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. CONCRETE MONUMENT �`�
W/ BRASS CAP MARKED (H.S.I. 5), LOCATED S 89-40-24 E. 2579.43 FEET \
FROM THE MOST NORTHERLY CORNER OF THIS PLAT. (N.G.S. ELEVATION565.88) ,-
6.) TO BE ABANDONED AND RELOCATED.
h
7.) ALL U.E.'S ARE CENTERED ON LOT LINES UNLESS OTHERWISE NOTED, � �\ •t,� ; - i:•
8.) 0. E. INDICATES DRAINAGE EASEMENT.
9.) S. S. E INDICATES SANITARY SEWER EASEMENT, \ :.•<-/ - '1 __ , s , --' ,.
10.) STM.S.E. INDICATES STORM SEWER EASEMENT.
11.) W. L. E. INDICATES WATER LINE EASEMENT. -
LEGEND
jC BLOCK DESIGNATION. i FINAL PLAT
HIGHLAND SHORES
PHASE 8-P
SHEET 2 OF 3
T. C. & B. JOB NO. ;45-90003-302, 362
NOTE TABLE
uo'c (:.STANCE. BEARING RADIIiS ��/". {-Y S sr
OR
ARC LENGTH OELTA CURVE TABLE C., '���) j t "- '-Al
I 17. SS N16-22-SBw ,. .1, `!
2 54.45 N30- Is- 32E GTN
NOTE ARC LENGTH DELTA RADIUS BEARING
G DISTANCE
3 5.32 S61-20-45W 1 108.48 20-43-03 300.00 S83-58.33w to?. 89 •-= '
4 S. 32 56'-20-45W 2130, 25 46-38-30 i60.00 N06-56-16E 126. 68
5 50. 89 S2a-45-54E
3 u9. 50 52-47-30 160. 00 NO8-5i-56E I!6. 1q
6 63.83 N88-04.18E 4 138. 16 39-45-01 200.00 S6!-01-0!w 135.99 - i � - -• - - -- -- - r
1 42.09 N27-17-3'1W 5 39. 19 l8-42-39 120.00 S5!-59-25w 39. 01
8 t7. 39 N62-42-23C 6 142.00 22-36-00 360.00 S53-56-06W 141.08
9 16.84 9-38-49 100.00 7 330.02 63-01-55 300.00 N83-I5-02w 30.63
i0 12.84 S24-45-54E 8 Its. 20 67-43-19 100.00 N17-52-29W +11.44
11 2.09 N27-!7-37w 9 212. 69 12-11-10 1000.00 N09-53-35E 212.29 �
t2 2.8a S27-Li-37E t0 263.36 88-45-44 !70.00 N48-10-53E 237.81
13 63. 83 N86-04-16E 11 261. 68 21-25-09 700.00 S76-43-41E 260. 16 1 \ OBOA
14 63.83 S88-04-18W ?
12 114.48 43-43.46 150.00 S87-52-59E 111. 72 ,p iA
IS 13. 26 N24-45-54w !3 143. 63 27-25-52 300.00 N83-56.04E 142.260 , - I 6 F
16 20. i2 N84-33-32E .__ yj A
14 156. 84 8-54- a 1000. 00 N47-IZ-38E 156. 68
17 20. 12 S51-44-09E 15 93. 14 53-21-55 100.00 N70-23-12E 89.81O
t8 72. 46 S5f-44-09E 16 94.58 27.05-38 200.00 S11-13-05E 93. 70 ;•' (((( - 2e Q s OS
19 80, 77 SSO-53-34W ti 98.25 46-54-32 120.00 S2t-07-33E 95.53
20 80. 17 1`180-53-34E 18 125.92 14-25-45 500.00 S51-47-42E 125.59
21 54. 45 N30-15-32E t9 305.18 58-17-03 300.00 S88-09-06E 292. +9-
22 54. 45 S30-!5-32w 20 02.81 25-21-56 300.00 N75-23-20E 131. 73 1 7 ,d -
23 20.00 S;4-31-1N 21 128. 16 4-53-44 1500.00 N85-37-26E 128. 12 SITU S
24 MOO S14-3t-17E 22 167.17 7-4t-52 500.00 N79-19-39E 67. 12
25 20.07 N 1-21-5!E 23 127. 89 40-42-27 180.00 N47-38-51W 125.21 I 1 N /•es 0•� ^ y:`•0'STM S. E.
26 23.43 N26-37-41E 24 33.00 18-54-27 100.00 N58-32-51W 32.85
27 20.54 N 1-21-51C 25 10.06 2-03-32 260.00 S85-01-56W 10.06 W ( 16
28 20.72 N 1-21-5tE 26 69.18 88-04-50 45.00 N28-58-ISW 62.56 = I 8707 5 F
29 20. 00 S 9-20-04W 27 30.00 1-4t-07 1020.00 N06-12-55E 30.00 a r-` Ln j 1 °S'q y0 `7.r \F T"` _ '
30 20.00 S 4-20-Oaw SCALE I = 100 '
28 55.00 i0-01-4! 45.00 584-2Z-56E SI.64 O S /v m :/;
31 23. CD 0-53-25 1480.00 ! 6g• T 9 ' '-- ' ' '-'
29 25.54 8-36-32 170.00 N79-47-29E 25. 52 ! Z p' 7
32 14. 91 N82-06-19W 30 41.50 52-50-22 45.00 504-35-35E 40.04 O Q•f�
33 8.00 562-42-23w 31 251.26 !-35-00 9092.20 N53-56-24w 251.25 ! O a J H y
34 18. 82 tO-46-55 100.00 32 492. 14 4-08-47 6800.60 N51-04-31W 492.04 , 1 5
35 8.00 2-05-01 220.00 33 114.62 46-54-32 140.00 S21-07-33E I11. 45 ; 9261 $ F ;?' ^ v rP 18
0
36 12.90 N24-45-54W 34 130. 96 14-25-45 520, 00 S51-47-42E 130.61 i O s C,`
In s '?e, 47 - 11024 S F Ss
37 it.94 N83-01-09W 35 185.52 33-13-02 320.00 S75-37-OSE 182.93 =-- Z N 63'oya N we A, m �F
38 13.96 N42-32-25W
39 2.84 N27-17-37W 36 23. SG 33-39-41 40. 00 96G-08-23E 23. l6 t-- w Q - p,4 J N F•
37 40.22 6-58-59 330.00 S21-30-06W 40. 20
40 25.00 N68-00-OSW 38 53.68 68-21-05 45.00 N51-30-50w 50. 56 t --- 14 F. O o0 69,J
W
41 2.09 S27-i7-37E 39 10.00 1-30-29 380.00 N48-12-SOE 10. 00 13243 $ F
NW CORNER G. W. JACKSON SURVEY, A- 1599 ( - I _ o ,� „ e• r'j ^ „�
92 20.00 NSI-52-58W 40 96.93 30-51-Is 180.00 SO4-38-45W 95. 76 i�^,
43 16.84 9-38-49 100.00 41 33.2n 4T-37-00 40.00 521-13-taw 32, 29 ( 1/4_ I. R. AT FENCE POST �UflvE---t-�'E ..,_ - �' B o 2�>• ti� 1 9 = ��
44 11. 48 2-20-56 280.00 42 25.95 11-26-21 130.00 S76-07-i7w 25.
43 251. 26 91 I-'-` a-�- m �'- '"r' N N h� 39 ry °' r 9009 S F ry4{7
45 22.00 3-56-21 320.00 -}5-00 9092. 20 N53-56-24w 2S!. 25 1 r
/q
R. ROGERS SURVEY, A- 1098 r - os- 2
46 14. 24 564-55-3iW 44 492, i4 4-OII-4T 6800. 60 N51-04-3iw a92. 04 �` W O ✓ 'OT deW q. h
47 13. 26 S24-45-54E 45 40.22 6-58-59 330.00 S21-30-OGW 40.20
48 15.00 N51-44-09W 46 as.i6 t7-25-34 280.00 S76-57-09E 84.83 ;�f %;-�f ;; ,,, `';-{', (; �, Ii' ,/' tx2 COMMON PROPOSED
49 23. 5q i-13-!4 120. 00 47 30.97 8fl-43-22 20. 00 523-52-40E 27. 97 . - �- - -_ - f - o �6
o GREEN a 20 = b PHASE 6-P
50 !o.24 4-53-16 120.00 48 699.39 39-05-41 1025.00 500-56-IOw 665.90 " - "` "` +- r .�F. - 9094 S F
REPLAT
51 12. 07 !-24-26 9fl0. 00 �- ' ' - 0. 231 AC IO' 8. L.
99 !99. 72 29-43-23 385. 00 533-28-22E !9?. 44 ( ' 'ff•!-',,ti < ^ L'j4
52 12. 03 N46-43-36'W 50 !00. 44 18-04-21 320.00 534-56-46E 100. 52 s-- '•-- '"- `-- `- r '- a0
53 15,00 4-46-29 1so. 00 51 51. 70 U9-27-39 20. 00 St5-94-S4w 34. 55 S"- f ( , e3 /0 60.69
54 16. 00 0-53-40 1025.00 /s' ( --- I "1- =25' N N
55 11.62 N26-54-36w 52 25. 46 2-39-41 540.00 N74-02-54E 25. 96 1 sse ,`, 0 ` z
53 23. 50 33-39-41 k0. 00 S66-08-23E 23, 16 10s ae
56 19.00 3-53, 17 280.00 `J '=� C1
i
54 !D.Z6 a1-55-34 320.00 586-3)-43E !0.76 a 1 z cz1,1a = 046 .
57 21.00 N42-78-06E
58 13.40 S88-38-09E 00 Du >0 10__U.E.
59 11.52 8-15-09 80.00 O i I�V133 V a0 0 oaS� �, QC, -
60 24.68 S74-55-51F. O 1 0
61 4.67 547- 14-06E ; 1 - i'� , _ .;` i_•' +-�%l . r ( d (,`0 ( N 0 1 3 ` ,.W N 9374 5 f nM / \
62 12.tI S58-59-!4w ,; COMMON GREEN 0•E., s. M_ ' 0.11484 $ F�M 12 $ 9202 S P
63 T. to 2-z7-oe Ieo. oc - - - - - - _ _ NO 47 EEN a sins EE' - 7585 S P
64 17. 15 S68- 10-24E r" - , l- 1 �_ ; _- „ f- >' S' r 10' 0. 367 AC. = I '"M x Qiq
1 c_ -
65 9. 37 1-55-00 280.00 `-' •-' ' ' '-- + !-- '---• ••' i .'._- i `i i UJ u. E, j{''- « . „,
S.
66 20.00 5-12-31 220.00 ,o'X2Ntl8 NtIN�84�33-32'E,.°o'O.F.M 1NI'31 1 0o z' wiT-zgr?Sto,,te.30.5.5'1.623, o sp_F r+/
67 is. 11 N 1-21-51E Lj,i •'• `
N 8a-;;-32 W 16. 19'`� 6A•a9 8T !
68 12.46 N51-44-09W N 60. 91 ,69. 95 gg.57-51 4 89�
°1 J H 5z. 6a 60.27 9530 $ F 10
69 11. DO 7-52-41 80. 00 - 13i �'� 6 s O - Sb. 39 6 _� O. 9
i0 5.53 !-14-05 t50.00 T In 'bj o o p„ o } JH _
_ 1 S. 5. F.
7! i5. 53 5-IS-05 170. 00 \0 `" 24- o=m$ar - oo w '* +0' '^" J
72 17. 77 N29-28-4'7W t!J \ '. ;8214 $ F �b_�m 8187$ F.`;; ,.T 2 �%+� b u. F. �,N o
73 23, 13 7-47-40 170.00 O ab �o z o-.,SSF an �, „7 3 oN '1 ^, 0:75545 Fo" - -
74 4.92 2-10-14 130. 00 tt QQ
75 0.34 0-8-59 130. 00 0 \ s 7823 S FNm y0' 9•L• „ 20 20' ��_,,, 20'@• L. ^' 4w 5 6 r�;7T92 S Fo"
O 23 mo o �"83945 fm,;
76 19. 30 3-27-19 320.00 h 9.°0 48y " °9 as. 91 u•E. z I 9535 "'��9592 '"8205IS Fo-I-"-
d' e9 S S F
77 5.00 1-01-23 280.00 / so J.E" r0.0p 5,
�' y ' -� ' q 6g' p2
78 24. 68 N 4-18-37E 22 5 ° °6 l 0 SUEUt
79 4.00 N30-15-32E 7823 S F 368 C(r )q x N Aa o
80 11.61 5)2-39-42W ss// r �" J9, p25 qe tAG ✓� v c. „'�; 7'(,^
81 41. 89 N23-04-42W �„ /6• °O O "+ m 70 10'-
82 13. 40 N88-38-09W 7;• / 79 E- ° ry6y 2y m 7 L 9 00 6.59t013.p0 05
83 72. 69 NBO-43-a3w 2 1 �•' m'° 26 o fI"
VARIES VARIES 0' 8801 S F" 010' p o�
-T
89 76. 59 N20-30I 8171 $ F O m o3 0' 70. na.48 b o > 8517 $ F
85 20.92 Sti-12-16W 4q '" BU ILO tNG LINE oo ti� 8 ,M^ ,< @,C /✓ 5S• g"�• oIz'
BUILDING LINE-- , t` 2a v�r'"-
86 17.48 N40-32-54E R.0.IN I +08, y 10281 $ F S TB-p- �2 76 4 i - 12 r, 52
gl '17 S24-28-47"e S 7q'e5 i° 10'4E. o•- JJ as E dam' 8517 $ F `Od'-+-` ,,, w 90-
1?.
5 I 5'UZILi TY EASEMENT I w E N'82-56- ^_' .., °?; ti 7 ' �' 120'B. L.ti - 27 '^ 0p
88 63. 94 N I-2t-5IE (-"-� 1"- o / 3iw O6 ro ro m
89 65.00 S88-38-09E I i g/ 20 -�+ rzr'29 _ 8239 $ F �� m e'4J'+q W9368S F-S 25 Q
90 6. 48 S68-tO-24E l 7792 S F a 2 r_ o r75'93 W 11 „'� 28 '� -� T625 5 F V
91 12. 1I S58'59-14W I I I I 1 1+5. 65 i 8510 S F o '""---._.` ySy J O o 31 ,7;T985S F,`\,N g9477 $ F i o'O 125}^54 E 50'
42 84.03 S 2-i3-37F: E 583- ,o 7928 S F « o
93 90.00 S54-43-54E I I ' / 28 r9 f N O U e 1 .' x
118. 56 R N T mo - f
44 32.64 566-56-IOW •,
95 14, 80 524-59-36W LGT LINE-'v ( 2�, (] W ` S 81 4 ' U.P. 6-q S4a z �, 6 s M 76 6 $ F� m
96 I1, 81 S)2-34-42W PAVING ' N $ V 82'56-3( W x a' , 8 Na400 (°° 65.65 w66 e,� 5'U•E'
-----� ( 7678 $ FO J N m
97 24.68 N 4-18-37E 10' U.E. ` 5' ELECTRICAL ESMt. +`l\y' 0 65 5 qB _
99 26. 73 N42-59-50W f AL E _ AA r 51532 ° �' 4 40 ( 68. t2'S e ;
99 26. 00 N42-59-59E ( I-".�._,. °,. g 770�SF ";z + 60. I 5 JF w W ga0.5
too 59.86 S89-30-02W' LOT LINE t4 1 8 m� m I �,tm D. E. AND 5 7,15 en '^ 23
w1 ss.o3 569-00-I3W v ° ryu a7en s f m>COMMON GREEN N0. 42 �a'T- �r 22
7T85 S F o .., m 1 as E I�`''- , 9067 S F M. 0 8288 S F °
(02 74.71 S50-10-28W I I I ' r1a / '^° O M 6 W 80 °�gW9.00- 76.6 ° W �"-L---O. 948 AC• 9 2 i NES-Sa-a 01- 9
103 37. OS 5T4-35-I0E N S 76'Si S3 O r30. 00 Sa. 31 E 8 rq'°0 ---._-� 849115 FS �• •' °'tt I "<
r 'JO E ,� 10'0. 66. 32 N83 20 6
°' 4.79 593-0'-04E TYPICAL UTILITY EASEMENT LOCATIONS CO
M n ? 0 2 0h' "' g J G '� 20' S2"569 1 5 y0 24 O S 86 M.00
105 61, 80 576-29-0TE � � (7 V'
106 74, 58 527-17-37E ( 27' PAVEMENT SECTION ) �, T806 S F 8378 5 F All,
lgg� ! s S7jµs s. q V
o,Y A= ro ro m 8740 S F T v' I ,, 66 e S6 E•--1 a
_ +29. ID Y 20' 10' P Ow v m.! o M 8 On j 6' \ G \p. ,0. 8. L•
!07 10. 00 562-42-23w ar -80445 f o'. O"��e 5'A o.
108 70.00 N27-17-37W SCALE: i" -50' a/ $ )g"S1-OS tS'46'2 y- 5 No ,/, �N-� o I $L SJ g N51 / N
109 S6, 65 N76-29-07W E m. o 5651 F__ 9 p9 4 rr.1a 6' / I R ,
m 9458 $ F M I - 8162 $ F8� o -� / m`
Ito 77. 28 N83-01-09W JE o �p•"S. ?0'@ I o o` T. \�� N6 ,y0. 0•�{\,,,a 8501 $ F`'r �r
111 37.00 N74-02-07W / 16. 3 y / 60• g0,61 •C, •+ z A' Lj ,� \>^ E. -' ' (i
r 0 V N 5.5• U. E'
113 62. 96 0. 7-24-35E 11435 S F �' - 8606 $ O6f ds O qS Cis h 6>, �-- 4 0'W, t.^ 9\ \� J� O 10 "S'055 E S
113 62. 68 587-24-44W .,m m W.
114 83. 39 S69-55-38E / of E, o c' o• ° L� '+ q5 ro CR ss ° ( LO . y 2 , 15-a9�
S.S./ m'p O Oy � o STq_ •00 C' S LO m ✓ � Z
r+S 15. 04 589-33.32E /`°5'.r2E m y a p m A
116 15.04 S88-38-32E x 15-`op yo sa \~.8183 $ F e' OwNea+7T 537C0 AS•µ x ; 5$"5, ,LO o 94865 �\ \( 627 5 p 5 ° E
117 91. 98 N19-58`40E / 0' a - p s /
O. J. 11 % 11. 01 6l, y5!S-q6 m 1. `6.S
118 94.63 N74-53- t9E O / 9T80 $ F 2✓9 6 OU e�' \ r 1. L) w 2p, @• A 0 s 16. r8' W gg >>aa E 1 9 N 1S•
0, O ~9, sz%55.5 • 10' 0. E. `
T 724 x 5rM, 5. E.
�-iiy s r s8972S ° 119 10.00 -588-38-09E
(20 137. 96 N48-OS-59E \Oy E y^Od
121 t04. 25-S41-51-OIE 8- •'s, �- e./ y'ryo° s°
122 14,80 S24-59-36W 4 - 0\ �s �" 14 < /0, o) 15 _ s'u. E. I T
123 t24. 04 N42`59-SOW Owr7617S F'4' o x8620S F 8545$ F y*
129 50. 0o S 4-20-04W \ \ t2 yyo° Jpv I o
125 115. i7 S41-39"57W 2 \ 11:FINAL PLAT
M e o °-084975 F
( 2 z - N 88-38- 9 w
127 40.77 551-52-5aE A.T�'y � _� t i*i tl'^% ,`•.!` 't U..t - e J.F. o 127 40. 00 514-31-17E �? , ,y j
z 128 32.64 566-56-10w
L //V ! '��� �x _ HIGHLAND SHORES
1010.E. �_J �` {]
1 30 125. 41 N89.48-48/. I l ((° 59: 00 18 09 w PHASE A •7 E U P
130 00.00 S84-21-31E • �,^', .,... c f it r ,• 6., :.,' ; + 13+ 100. 00 584-.33-32E : "-'" ^✓ (1A iv 1'
132 80.00 N 5-26-28E -
133 95.43 S84-33-32E SHEET. 3 OF 3
134 114.49 S24-.59-36W i�; •t,{ i �„'' }j � ��•�� <. / s. �}1 _F ,fj
135 29.42 S44-51-43IN
136 76.54 $24-59-36W - T. C. '.& B. ':JOB N0. 45-90003-302. 362
r
i- 65f
STATE Of TEXAS >( OWNERS CERTIFICATION
y 2
COUNTY OF DENTON >( J
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN TE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXASH
OF THE E. T. GLARY SURVEY, A-246, fD. HYATT SURVEY, A-559, AND THE R. ROGERS SURVEY, A-1098 BEING PART OF TRACT X AS RECORDEDIN
PART
VOLUME 743, PAGE 137, DEED RECORDS OF ENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS;
BEGINNING AT A 5/8' STEEL ROD FOUND FOR MOST SOUTHERLY CORNER OF HIGHLAND SHORES PHASE 7C EAST, AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, AS RECORDED IN CABINET H. PAGES 243, & 244, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON THE
NORTHEASTERLY LINE OF HIGHLAND SHORES BOULEVARD (A 70' PUBLIC RIGHT-OF-WAY), AS DEDICATED BY SAID ADDITION;
THENCE WITH THE EASTERLY LINE OF SAID ADDITION THE FOLLOWING TWO COURSES:
NORTH 43'24'01' EAST, 613.57 FEET TO A 5/8' STEEL ROD;
NORTH 27'52'27' EAST, 236.63 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 65'33'35' EAST, 283.44 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 31'14'59' EAST, 559. 76 FEET TO A 5/8' STEEL ROD ON THE WEST LINE OF HIGHLAND SHORES PHASE 11-8, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE AS RECORDED IN CABINET G. PAGES 58 & 59, PLAT RECORDS OF DENTON COUNTY, TEXAS;
THENCE WITH THE WEST LINE OF SAID ADDITION THE FOLLOWING THREE COURSES:
SOUTH 06'49'53' EAST, 2.41 FEET TO A 5/8' STEEL ROD;
SOUTH 74'53'39' EAST, 84.06 FEET TO A 5/8' STEEL ROD;
SOUTH 18'26'00' EAST, 99.04 FEET TO A 5/8' STEEL ROD ON THE NORTH LINE OF SAID HIGHLAND SHORES BOULEVARD;
THENCE WITH THE NORTH LINE OF HIGHLAND SHORES BOULEVARD THE FOLLOWING FOUR COURSES:
SOUTH 77*44'29' WEST, 309.97 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A NON -TANGENT CURVE;
ALONG THE ARC OF SAID NON -TANGENT CURVE HAVING AADIAL BEARING OF NORTH 12-16'40' WEST, A RADIUS
ROF 1165. 00 FEET, AND A
CENTRAL ANGLE OF 27'10'20', 552.50 FEET TO A 5/8' STEEL ROD;
NORTH 76'06'20' WEST, 210.26 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE;
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 14'53'40' EAST, A RADIUS OF 565.00 FEET, AND A CENTRAL ANGLE OF
15'26'22', 152. 25 FEET TO THE POINT OF BEGINNING AND CONTAINING 12.063 ACRES OF LAND.
STONE CAP Fr, TiT
T, STEEt TIERS
RANrEO ❑P
r.f STONE MR aNR;
ERCOTEO SO(O It altER
E� Kr IT, tFf MIO
:.f, Inr SEEP ON 1.,.
SPREE I11 mim w,)
SCALE 1/8" =1'-O"
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
wacK
,or no r
NOTES:
I. THE RADIUS ON ALL BLOCK CORNERS IS 20.00'
UNLESS OTHERWISE NOTED
2. ALL EASEMENTS ON LOT LINES ARE CENTERED
UNLESS OTHERWISE NOTED
3. A 5.00 FOOT UTILITY EASEMENT ADJOINING
ALL RIGHT OF WAYS IS HEREBY DEDICATED
4. ELEVATIONS REFERENCED TO N. G. S. DATUM SITE
B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED
(H. S. I. 5 ), LOCATED S 84-22-21 E , 695.50 FEET
FROM THE MOST WESTERLY CORNER OF THIS PLAT.
(N.G.S. ELEVATION 565.88)
5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE
EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD,
VOLUME 465, PAGE 675, DENTON COUNTY DEED RECORDS,
6. UNLESS OTHERWISE NOTED U.E.'S ARE CENTERED ON
LOT LINES-
TIP (EKE A"ovfo BY RS (tP
C MR M1f, :.,' NEJI
a/
MCM I
'To tRpAGu'R r AI IENCE AS LLIAEO
CENTER OM COrYAx P"", tM, I',
STONE MR$ 5 TTY PER CORO OREEx N tACE
IRONT O SPACN4 y0' OC 11 _.�.
-- s1w IKE 0 COiNON GREEN OR SAKI TROT
PROPERR IGP N w(%R1r R IERCE SH N
' IRR FACE rye
SCALE 1/&�=lt•d�
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
THAT HIGHLAND
D SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY
THIS
'HIGHLAND
RTONTHE VPUBLICEUSE
AUTHORIZED TO SO ACT, DOESHEREBY
ANDPLAT
VILLAGE, TEXAS, DOESDESIGNATING
DEDIICATE PHASE
NON
_
FOREVERSTREETS� AND HIGHLAND
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE EASEMENTS SHOWN ON THIS PLTO THE CITY AT
REMOVED THIS NRRTHFOR
£ V
FOR THE MUTUAL USE
OR USING SAME . ANY PUBLIC UTILITY SHALL
THEMOVOE AND
ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS
WITH THE CONSTRUCTION,
OR GROWTHS WHICH IN ANY WAY ENDANGER OR
MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE
SHALL, AT ALL TIMES, HAVE THE RIGHT OF INTERFERE
EASEMENT STRIPS AND AN PUBLICUTILITY'':;;,,
INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR
RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING BN
3
J "
THE PURPOSE OF
NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS
AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS
RESOLUTIONS
`
TRUCTING,
PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, RECUL WITHOUTI THE
OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS
HOLD HARMLESS THE CITY OF HIGHLAND AND
- �I
THE SUCCESSORS AND
VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING
PROPERTY DESIGNATED AS 'HIGHLAND
ALTERATION O OUT OF THE DIVERELEASE
DEVELOPMENT OF
THE ALTERATION OF THE SURFACE/I-GN ANY PORTION OF THE
SHORES, PHASE 8-E' INCLUDING BUT NOT LIMITED TO THESE
STABL IOSHMENDEVELOPMENTAOR
TREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE (7/�`-�' DAY OF """`-')E(_,
CCQQ11 1991,
HIGHLAND SHORES r NC.
l7K/"Ir l\
STATE OF TEXAS
FAIRFIClO P. DAY, JR., P ESIDENT
COUNTY OF DENTON
BEFORE ME, THE
Y PUBIC,
FAIRFIUNDERSIGNED P. DAY, JR., KNOWN UTOOMETTO BENTHE RPERSONL WHOSEI NAMENDIS SUBSCRAIBED TOU
UTHE FOREGOINGTINSTTRUMENTSANDDY PERSONALLYAACKNOWLEDGEOTOAMPPARED
EETHAT
HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE &I&—
DAY OF 1991
NO ARY PUBLIC IN AND FO�L.CX.VF-x"'Ei(.-�J
DENTON COUNTY, TEXA
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
1, JOHN 0. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT HIS PLAT WAS
COMPUTED AND COMPILED UNDER MY SUPERVISION.
J OHN D. SPATES
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS
TEXAS REGISTAT ION N0. 4182
COUNTY OF HARRIS
BEF
RE
ED
HOR
SPATTES, , KNOWN NDTOSMENTO BE TTHE I PERSON NWHOSE NAMEIIS SUBSCRIBED TOI N AND FOR SA I THE OFOREGOINGUNTY AND STATE INSON
TH NT IANDDAY
ACKNOWLEDCEDLTO MEPTHATEHE EXECUTED
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE
DAY Of TRU1991.
IO�PA' hUSLIC
HA R COUNTY, TEXAS /
1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCVA
ON INC., DO HEREBY DCOMMIECLARE SSION ETHAT ETHIS F'L AT NO THE METES AND
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC.
D,%
OH , D. L. WILLIAMS
RgGI SyERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS TEAA$ REGISTATION NO. 4818
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTAR'f PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS, 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE —an-1— DAY OF "V.0 9:- zk
1991
, PUBLIC q� J(}�/ DOLMAS COUNTY, TEXA. /./n
COMMISSION EXPIRES /-(-4—
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
ON THIS DAY OF
TEXAS, HEREBY APPROVES THE FOREGOING
TEXAS, SUBMITTED BY HIGHLAND SHORES,
FINAL PLAT
INC., OWNER.
CERTIFICATE of APPROVAL
1991, THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
OF - HIGHLAND SHORES, PHASE 8-E' AN ADDITION T TO THE CITY OF HIGHLAND VILLAGE,
RRaSrArT acN oy'NCE r to • caswx 4REfx Oro
UEE IRON'I; (0T5 f L S IXCCK a
n aocx 0 a7
L ®���
q
rjl,}
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
LEGEND
IA BLOCK DESIGNATION
B.L. INDICATES BUILDING LINJ
U.E. INDICATES UTILITY EASEMENT
E.E. INDICATES ELECTRICAL EASEMENT
D.E. INDICATES DRAINAGE EASEMENT
S.S.E. INDICATES SANITARY SEWER EASEMENT
3 W. L. E. INDICATES WATER LINE EASEMENT
STM. S. E. INDICATES STORM SEWER EASEMENT
C.C. INDICATES COMMON GREEN
rj 3 8 MINIMUM FINISH FLOOR ELEVATION
FINAL PLAT
'r;-A 1°gaTe.�1r,c�1��1a�5.-kPlcHIGHLAND SHORES
�'--ao1a�-A5-s�,.T'�.if 8.795-Ar! PHASE 8-E
Nd a.cp�a,c fz,.��,.ftl.los�;n5t.<r�J�
TION
C— I`7,,'°g3--AZLL�B �/(nr�l3hc..-l%//r✓oi•c-,' %.SI,3AAH GHDLIAND VILOLATHE CITY
GE, TEXASOF
fa 1 1,90mac. (o 1 ' � 12.063 ACRES PART OF THE
i�At._.�1T E. T. CLARY SURVEY, ABST. NO.248
1 THE F. HYATT SURVEY, ABST. NO.559 AND
c -l S/AOL Iq Qq,2>1 THE R. ROGERS SURVEY, ABST. N0. 1098
DENTON COUNTY, TEXAS
-0 PREPARED FOR -
HIGHLAND SHORES, INC.
300 E. CARPENTER FREEWAY, SUITE
IRVING, TEXAS, TEXAS 75062
12 LOTS (2 14 ) 791-3333
2 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
ENGINEERS / PLANNERS
5710 L. B. J. FREEWAY, SUITE 370
DALLAS, TEXAS 75240, (214) 960-9651
JOB NO.45-90003-302, 362
1425
2 BLOCKS
AUGUST, 1991
SURVCON, INC.
5710 L. B. J. FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
..•`SPRY PGn•�:
••�I
•.• O MY•, V
ED
a�
uF �• �
OF t .r,•
cucr7 4 ',—.-.
65NT. \
baQ
EP
ep
/^\ COMMON GREEN
NO. 40 /
ZO
\ TYPICAL
4bNOF. f.Pt\
/ z ?SOP
o� Ic b
,ZO \
\ \ TYPICAL /
INSET„B„ INSET "A'
N.T.S. N.T.S.
� I �
m c
O N
I a
a
LU w
, W
O:
N N
UJ
N r
o:
O
D:
_ SO. 09 $ 0: UJ
ti
p /•^♦\ 2' FENCE ESMT.
6 71
? Y / 26384 S F o P
t_
538 5 �-
28538 S F / 6
SCALE : I" = 100'
O ^ EE INSET A
°sr9ss\'537 FLOWAGE ESMT.
of s-_-
y 4
o R \
;:, „ y/ 22889 S F c so' N 24368 S ��
SEE INSET' 8�/ \} \ ` /
\` m 538 ao r 538 S
2 FENCE ESMT / _"i �� �/3 B ,Y CT,) d i
/O dr B /y ly 24 B 21\i °m Db,
OF6� i \p1•,Aw 3
6
y p O
a +
23461 S F <S 24228
S F ti c 26827 S F
538
W
88 90.00
ut 0 5 '5' 3°9.g9 g �\ ENE N 1 ,� .1 `� •', r<-
\ Q' 10' U. E. y gNC OF vx
169.36 O�e ANOVPZ4
m '�' �• Q' S. S. E. o So, Ce \0q8 f• N o
�02 ��� p -- - Ne9
LAKE ECOVE ( o�RX��s55o�Nga°
R. ROGERS SURVEY, A- 1098 m G ti 9 E g0�A5( 559 30306 S F "• +1 = i '
135. 08 - - 0 BNp �Vk,1 P
EHYATT SURVEY, A-559 �� \off rJ 90 0---"�.-5; _ 2p,e/Ss538p w m
2 FENCE ESMT. u / N\ ( \0' N/8
/ I I 2\ r 5 b 236'2\ Z
m
40 W 690. I6 T p
1 !J 06�� ,
5 0]-01" w w m �" ya / o �\ 01`l GRE , , u ;, T a. a_ ' a. ._ u , .•
24058 S F 539
szzs h/ 26392 S F N L T o 3 N F o 30411 S F
v O
07j - i z 29118 S F i $ q 538 0• \
I N_u a' N 2�FENCE ESMT.
too -�8'U.E. I p0 7 ...•�"''�"�'
N Q S 73, 7 6 50.
7$'OG 26 49 19E om ` g .l8 N TT 44 29 E 3 S '3p9 9'1
163.90 N° N}6, 43
2 9 4.18
/ ; ,\ 28' 361. to I q s .1+� NT CURV
. 1E
-i , L� , 1-il CIE;
INDS TANGS
�.
1 V t \ F 1 A
1-:
i_- ��%`-. 7t.a ems`
N Q
r
ww
w >
> o=
� N
i
F Q
Q J
r I
LL
W
CURVE TABLE
-/ Y
�1
CHORD CHORD
NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE
1 120.36 114-56-00 60'00 N31-34-29E 101. 17
2 135.31 25-50-31 300.00 N38-48-46W 134.16
3 28.65 62-03-56 20. 00 N46-06-OBE 26. 26
4 140.04 22-55-30 350.00 N06-23-35W 139. 11
5 155.99 68-45-05 130.00 N52-13-52W 146.80
6 164.65 26-57-13 350.00 S79-54-59W 163. 14
7 195.77 224-20-28 50.00 NOI-23-23W 92.61
8 259.36 39-37-37 375.00 S89-01-57E 254. 22
9 107.81 123-32-13 50.00 N09-23-OBE 88. 10
10 180.20 206-29-28 50.00 NSO-51-45E 97.34
It 108. 61 41-29-13 150.00 S05-08-54E 106.26
12 104.38 47-50-38 125.00 S08-19-37E 101. 37
13 145. 48 20-50-18 400.00 S21-49-47E 144. 68
14 31.09 89-04-32 20. 00 S55-56-53E 28.06
15 154.96 7-37-16 1165. 00 S83-19-28W 154.84
16 552.50 27-10-20 1165.00 N88-41-30W 547. 33
17 152.25 15-26-22 565.00 N67-23-09W 151.79
NOTE TABLE
NOTE
DISTANCE
BEARING
RADIUS
OR
OR
ARC LENGTH
DELTA
1-
45.91
N25-53-31W
2
24.50
23-23-35
60.00
3
110.97
N52-22-59W
4
19.06
2-43-49
400.00
5
5.73
2-11-26
150.00
6
25.00
N25-53-31W
7
30.00
N25-53-31W
8
25.00
S52-22-59E
9
15.00
2-27-20
350.00
10
14.57
2-23-05
350.00
II
5.50
0-47-17
400.00
12
2.41
S 6-49-53E
13
45.23
SSO-07-26E
14
70.00
561-07-17W
15
11.04
1-48-27
350.00
16
28.65
82-03-56
20.00
17
2.41
S 6-49-53E
IB
84.06
S74-53-39E
19
99.04
SIB-26-OOE
20, 20'
BUILDING LINE BU ILDINC LINE
VARIES
5 �5
I
OT LINE 7'
10' 10' U.E. RAVING I 5' ELECTRICAL ESMT.
` LOT LINE
I
TYPICAL UTILITY EASEMENT LOCATIONS
( 27' PAVEMENT SECTION )
SCALE: I" = 100'
1
I
FINAL PLAT
HIGHLAND SHORES
PHASE 8-E
SHEET 2 OF 2
OWNERS C ;CA`E
NOW, THEREFORE, KNOWN ALL ME-N By THESE PRESENTS
ASsuo - X ndaa
P16£ST :# 4�Taaaa
0019 : 4W6W/00a
00102 :61.ATpao0aa
U-1d : adA1100Q
944££008-96 : WnN/00(1
Wd££:b 413
966T ST AeW 'a0
>ia3'13
H WIl 379UHONOH
�AlNnO3 NOIN3a
oaaH aQ3 PaTT3
:UT
0
0
SCALEGRAPHIC
(IN FEET)
O
rn
NJ
cp, . VYI? j ♦W.N3
APPROV`r:D BY: P!cnn,ing and zoning Commission
City of highland Vilicge
T � pp xY
By: K_JO Ql
Chairman
APPROVED BY:
is
578.4j.¢4,E
r
104.46' /
5—R
0.191 acre J.
I`6 \
- 66.32'
0o?6
40'58" W 60.14'
® C�
7-95
City Council
City of Highland Vi!iage
Whereas Sherry McGuire
c Hlgn
c c S's,o es ,nee po .:ec cre the owners of a
;
trace of lend stcu.cd in
one City
of V; _ge, ,c
:., , ..o ty, dex.,s, being
oil of Lot 5, Block JJ end a portion
of� Common Green
No. 42 of Highland Shores,
Phese 8-P, on Addition
to the
City of i?ighlcnd Vi!icge es recorded in Cabinet H,
Page 364 of the Plat Records
Cf Denton County, Texos,
and being more
particularly described by
metes
and 'bounds cs follows:
BEGINNING at on 1 /2" iron rod found on the westerly line of Queens Court ( a
variable width public right-of-wey, being a 45 fee, radius cu'--de-soc at this
point) for the northeasterly corner of said Lot 5, some being the beginning of
a non -tangent curve to the left;
THENCE
along said westerly line and along
the arc of sc;d non -tangent curve to
,,��
the left having a radius of 45.00
boors South 06'15'31" East, 6?.60
feet, a
feet,
central ongle of 86*23'14", a chord which
e distance o' 67.85 feet to an. 1/2" iron
/ �S IJi
--
Oat;e:
rod found
for a common corner
of said
Lot 5 and said Common Green No. 42;
THENCE
South 40'32'54" West,
along the
common line of said Lot 5 and said
Common
Green No.42, 17.48 feet
to on
111/2" iron rod found at an angle point
of said
common line;
THENCE
North 78'47'44' West,
along sad
common line, 48.06 feet to a 5/8" iron
rod with
cap set;
THENCE
South 05'19'02" West,
departing
said common line, 2.12 feet to a 5/8" iron
rod with
cap set;
THENCE
North 84'40'58" West,
60.14 'eel,
to a 5/8" iron rod with cop set;
THENCE
North 38'38'11" West,
8.79 feet
to 0 5/8" iron rod with cop set;
THENCE
North 11'12'16" East,
passing of
2.60`eet a 5/8" iron rod found for a
common
corner of said [-at 5
end said Common Green No. 42, e to'c; distance of
76.60`ee4
to a 5/8" iron rod
found for
the nor',°+westerly corner of said Lot 5;
191611001
A = 86'23'14"
- R = 45.00'
\ T = 42.25'
L = 67.85'
D.E. AND COMMON GREEN No. 42
0
a
THENCE South 78'47'44" East, along the noriher;y line of said Lot 5, 104.46 feet
to the POINT OF BEGINNING, con,taning c computed area of 8320 sguere feet, or
0.191 acre of land.
i / �=JCf( 'Y Lam^( C�bi1�Q> . `5- I�, - 4. �1 ��6 L . CeL(
S �131q�
LEGEND
0 b/&' 4KON ROD SET W/ CAP
• 1/27 IRON ROD FOUND
P.O.S. POVNT Of BEGINNING
LINE TABLE
uu 111
DaEc1TQN
T
D+sTA�c�m
E1
I Sr532 W
7 B_
t?
SCE 9 0?02 W
_
2 t 2
lit
(3
N38_3P 1 W
8 79
LOT 5-R, BLOCK JJ
A REPLAT OF LOT 5, BLOCK JJ, AND A PORTION
OF COMMON GREEN #42
HIGHLAND SHORES, PHASE 8-P
CABINET H, PAGES 364-366 P.R.D.C.T.
HIGHLAND VILLAGE, DENTON COUNTY, TEXAS
�i_PAi I=Ci7
HIGHLAND SHIORES, INC. SHERRY A. M.cOU;RE
300 CARPENTER FREEWAY, SUhE 4425 777 QUEEN COURT
IRViNG, TEXAS 75062 '.'w.iAND W1 LAGE, TEXAS,75019
(214) 791--3333 (2',4) r62-8194
PREPARM BY:
SURWON, M.
5710 L3J FRL JWAY, SUITE 180
DAL LAS, TEXAS 75240
(2i4) 458-2173
That HIGHLAND SHORES INC. and SHERRY McGUIRE, acting herein
by and through its du;y authorized officers, does hereby adopt this
plat designating the hereinobove described property as an addition to
the City a' Highland Village, Texas, and does hereby dedicate,
simple, to the public use forever, the streets and alleys, shown
thereon. The streets and alleys are dedicated for street .pu.rposes.
The Easements and public use orecs, as shown, ore dedicated, for'
_
the
public use forever, for the purposes indicated on this plat. No
buildings, fences, trees, shrubs or other improvements or growths
shell be constructed or placed upon, over or across the Easements as
shown, except that landscape improvements may be placed in Landscape
Easements, if approved by the City of Highland Village. In addition,
Utl.ity Easements may also be used for the mutual use an accommodation
of all public utilities desiring to use or using the some unless the
easement limits the use to particular utilities, said use by public
utilities being subordinate to the Publics and City of Highland
Village's use there of. The City of Highland Village and public
utility entities shall have the right to remove and keep removed all
parts of any buildings, fences, trees, shrubs or other improvements or
growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems
in said Easements. The City of Highland Village and public utility
entities shall have the full right of Ingress and Egress to or from
their respective easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, reading meters,
and adding to or removing all or parts of their respective systems
without the necessity at any time procuring permission from anyone.
This plot approved subject to all platting ordinances, rules,
regulations and resolutions of the City of Highland Village, Texas
WITNESS, my hand, this the day of (ft .,Daf5-At _,r, 1995 .
R.L. Croteou, President
r,
Highland Shores, Inc. sit,:fie
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared R.L. Croteou,
known to me be the person whose name is subscribed
to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration therein
expressed.
Given under my hand and seal of office, this
(lam day of
Notary Public in and' for the
State of Texas
WITNESS, this the day
//
194
m and, of
.
BY:
Sherry McGuire
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared Sherry McGuire,
known to me be the person whose name is subscribed
to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration therein
expressed.
Given under my hand and seal of office, this
�wl day of
Nota Pubic in end for the
of TexasaPIW
F-S,V�rz-=01
wcwak"B*"11.20w00D°00°°�°°°°°°°State
Tun
KNOWN Al_L MEN BY THESE PRESENTS:
That 1, Johnny D.L. Williams, do hereby certify that I prepared
this plot from an actual and accurate survey of the ;and and that
the corner monuments shown thereon as set were properly placed
under my personal supervision in accordance with the Subdivision
Remotions of the City) of,yOighicnd Village.
Joh y D.L. Williones
Reg+ + red Professional Land Surveyor
Texas Registration No. 4818
STATE OF TEXAS q '
COUNTY OF DAL.LAs r °
B;,`ore me, the undersigned outhorlty, a Notary Public In and?fotT
said County and State, on this day personally appeared John 'ri) D.L,'
Williams ;mown to me be the person whose name is subscribed6.to,,_,
the foregoing instrument and ocknoWedged to me that -hey. �61£
executed the some for the purpose and consideration thTerki.
expressed.
*,vend myh nd nd seal of officethisdgy of
ublic in and for the $
State of Texas
i
OWNERS CER7"IFICATION
STATE OF TEXAS I(
COUNTY OF DENTON )(
It
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF 'LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS,
PART OF THE R. ROGERS SURVEY. A-1098. G.w. JACKSON SURVEY, A-1599,. AND THE F. HYATT SURVEY, 559 BEING PART OF TRACT IX AS
RECORDED IN VOLUME 743. PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOR THE NORTHWEST CORNER OF LOT 2. BLOCK OF OF HIGHLAND SHORES, PHASE 6P, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE. AS RECORDED IN CABINET H. PAGES 110-113, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON
THE SOUTH LINE OF AN ARCO PIPELINE RIGHT-OF-WAY AS DESCRIBED IN VOLUME 821, PAGE 105 OF THE DEED RECORDS OF DENTON COUNTY,
TEXAS;
THENCE SOUTH 24'59'36' WEST WITH THE WEST LINE Of SAID LOT 2, 114.49 FEET TO A %* STEEL ROD FOR THE NORTHWEST CORNER OF LOT
1, BLOCK OF OF SAID ADDITION;
THENCE WITH THE PROPOSED WESTERLY LINE OF SAID LOT 1, THE FOLLOWING TWO (2) COURSES:
SOUTH 44'51'43' WEST, A DISTANCE OF 29.42 FEET TO A 5/8' IRON ROD:
SOUTH 24'59'36' WEST, A DISTANCE OF 76.54 FEET TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT, AND THE SOUTHWEST
CORNER OF SAID LOT 1, BLOCK GF;
THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF SOUTH 02'24'28' WEST, A RADIUS OF 320.00 FEET,
AND A CENTRAL ANGLE OF 01*55'34', A DISTANCE OF 10. 76 FEET, TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT.
THENCE SOUTH 04'20'04' WEST, 40. 00 FEET TO ASA' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 04'20'04'WEST, A RADIUS OF 280.00 FEET, AND A CENTRAL.
ANGLE OF 17.25'34•, 85.16 FEET TO A 5/8' STEEL ROD FOR A POINT OF REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 21'45'39'WEST, A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE
OF 88'43'22', 30.97 FEET TO A 5/8- STEEL ROD FOR A POINT OF REVERSE CURVATURE. SAID POINT BEING ON THE WEST LINE OF HILLSIDE
DRIVE, (A 50' PUBLIC RIGHT-OF-WAY);
THENCE WITH THE RIGHT-OF-WAY OF SAID HILLSIDE DRIVE THE FOLLOWING TWO COURSES:
✓ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 69'30'S9- EAST, A RADIUS OF 1025.00 FEET, AND A CENTRAL
ANGLE OF 39'05'41', 699.39 FEET TO A 5/8' STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE;
ALONG THE ARC OF SAID COMPOUND CURVEHAVING A RADIAL BEARING OF NORTH 71'23'20' EAST, A RADIUS OF 385.00 FEET, AND A
CENTRAL ANGLE OF 29'43'23'. 199.72 FEET TO A 5/8" STEEL ROD:
THENCE SOUTH 41.39'57' WEST, LEAVING THE RIGHT-OF-WAY OF HILLSIDE DRIVE 115.;? FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 49'49'21' EAST, 207. 44 FEET TO A 5/g' STEEL ROD:
THENCE SOUTH 51'52'58' EAST, 77. 77 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 66"49'35' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'06'19' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'02'10- EAST, 165.76 FEET TO A 5/8- STEEL ROD ON THE ARC OF A CURVE, SAID POINT BEING ON THE WEST LINE OF
WOODSIDE DRIVE (A 40' PUBLIC RIGHT- OF -WAY);
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 64'05'24"EAST, A RADIUS OF 320.00 FEET, AND A CENTRAL
ANGLE OF 18'04'21", 100. 94 FEET TO A %- STEEL ROD FOR A POINT OF A REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID REVERSE CURVE HAVING A RADIAL BEARING OF SOUTH 46'01'04' WEST, A RADIUS OF 20.00 FEET, AND t
CENTRAL ANGLE OF 119.27'39•. 41.70 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 14'31'17' EAST, 40.00 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVEHAVINGA RADIAL BEARING OF NORTH 14*31'17' WEST, A RADIUS OF 520.00 FEET AND A CENTRAL
ANGLE OF 02'51'37', 25.96 FEET TO A 5/8'STEEL ROD FOR A POINTOF COMPOUND CURVATURE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 40*41'27- EAST, A RADIUS OF 40.00 FEET AND A CENTRAL
ANGLE OF 33*39*41'. 23.50 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 07'57'42" EAST, 214. 58 FEET TO A %g- STEEL ROD:
THENCE SOUTH 66*56'10' WEST, 32.64 FEET TO A %e' STEEL ROD;
THENCE SOUTH 80'26'54" WEST, 163.40 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 89'48'00- WEST, 104.41 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 50'31'52- WEST, 183.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 35'16'06' WEST, 359, 82 FEET TO A5/e STEEL ROD ON THE NORTH LINE OF A 150 FOOT GULF AND SANTA FE
RAILROAD AS DESCRIBED IN VOLUME 440, PACE 215, DEED RECORDS OF DENTON COUNTY, TEXAS;
THENCE ALONG THE NORTHERLY LINE OF THE SAID GULF AND SANTA FE RAILROAD THE FOLLOWING THREE COURSES:
NORTH 54'43'54' WEST, 802.63 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE:
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 35'16'06' EAST, A RADIUS OF 9092.20 FEET, A CENTRAL ANGLE
OF 01'35'00", 251.26 FEET TO A 5/8` STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE:
'ALONG THE ARC OF SAID COMPOUND CURVE HAVING A RADIAL BEARING OF NORTH 36'51'06'EAST, A RADIUS OF 6800.60 FEET, AND A
'`1 CENTRAL ANGLE OF 04'08'47', 492.14 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 00'00'30' WEST, 411.27 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 13'27'47' EAST, 373.48 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 19' 58' 40- EAST, 91. 98 FEET TO A %- STEEL ROD;
THENCE NORTH 50'13'06' EAST, 183.33 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 74'53'19' EAST, 94.63 FEET TO A %' STEEL ROD:
THENCE SOUTH 84'33'32' EAST, 189.88 FEET TO A 5/8' STEEL ROO;
THENCE NORTH 10*21'31' EAST, 25.09 FEET TO A %- STEEL ROD;
HENCE SOUTH 84'33'32' EAST, 100.00 FEET TO A 5/8' STEEL ROD:
HENCE NORTH 05.26'28" EAST, 80. 00 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 84. 33'32" EAST. 95.43 FEET TO A 5/q' STEEL ROD; '
THENCE NORTH 01*21'51' EAST, 472.57 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 48'08'59' EAST, 137.96 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 41'51'01' EAST, 104.25 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 42'59'50' EAST, 330.53 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 71'59'23' WEST, A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 06'58'59-, 40.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 24'59'36' WEST, 14.80 FEET:
THENCE NORTH 42'59'50' WEST, 124.04 FEET TO THE POINT OF BEGINNING AND CONTAINING 47.169 ACRES OF LAND.
,rPC
NOW THEREF RE KNOW ALL MEN BY THESE PRESENTS:
/4
r�✓ 1
- THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FA€RFIELD P. DAY, JR„ DULY AUTHORIZED TO SO ACT, DOES
HEREBY ADOPT THIS PLAT DESIGNATING THE HER61NABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND
VILLAGE. TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT 10 REMOVE AND KEEP ., REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE - WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY -'-)
- Y SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING:`• -
RECONSTRUCTION, !NSPECTING, PATROLL?NG. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND
RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HIGHLAND SHORES, INC., OWNER. ITS SUCCESSORS AND ASSIGNS 00 HEREBY RELEASE AND
HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES. PHASE 8-P' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE 'I!.�DAY OF 1991.
HIGHLAND SHORES. 'r
FAIRF HELD P. DAY. jr. PR. IDEN7
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED
FAIRFIELD P, DAY, JR.. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ....._� .__...� DAY OF �_.� .._.. ^991.
N 7ARY PUBL C N AND IOR
DENTON COUNTY, TEXA,
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
i, JOHN D. SPATES. REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC.. DO HEREB CERTIFY TH T ?HIS Pi,AT WAS +( a F^o
COMPUTED AND COMPILED UNDER MY SUPERVISION. /J�DHN�O.
E �%F38SPATESJOH ATES
GISTERED PROFESS! NAL LAND SURVEYOR
TEXAS REGISTAI ION NO. 4!82 g '•`�' "�"`
STATE OF TEXAS �. 5�,q'® 4182
COUNTY OF HARRIS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, 1N AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JO)1N D. 8u��
SPATES, 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 PURPOSE AND CONSIDERATION THEREIN EXPRrE�SS D. ,,,•"��♦��♦♦.♦♦♦
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �.,T/ DAY OF .J-S/ (/ 6< 1991. // ) ,O�PRY�P!/e�i
HNO T
ARK PURL iC ' * •� *
HARRIS COUNTY. TEXAS
COMMISSION EXPIRES
I, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC.. DO HEREBY DECLARE THAT THIS PLA AND THE METES AN6
BOUNDS DECORERS. CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON. WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.' �T•••a.•.•.••• -\. J
All LOT CORNERS. RIGHT -Of -WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE Wi TH '• E' S[.
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. ♦♦i♦ "` J
i
% ♦♦♦♦ 0 w.so&*
-'J UI D.L. WILLIAMS --�m-
RE ISTERED PROFESSIONAL LAND SURVEYOR
7E REGISTATION NO. 4818
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THEC j/„_.` DAY OF OJT%� . 91.
NOTARY PURL IC f
DOLMAS COUNTY, EXA
COMMISSION EXPIRES _
CERTIFICATE OF APPROVAL
ON THIS DAY OF 1991. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER.
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
SL
FINAL PLAT (t 135&3' A fS99 7 cA ,' 27
HIGHLAND SHORES��`� �
PHASE 8 - P .
z
300 E
AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, TEXAS
47.169 ACRES PART OF THE
G. W. JACKSON SURVEY, A- 1599
ROGERS SURVEY, A-1098 AND THE
F. HYATT SURVEY, A-559
PREPARED FOR:
HIGHLAND SHORES, INC.
c
k - I Oct g `T_r6 c-4" -
4-
CARPENTER FREEWAY, SUITE 1425�
(RVING, TEXAS 75062 O
(214) 791-3333 } )
130 LOTS
6 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
5710 LBJ FREEWAY, SUITE 370
DALLAS, TEXAS 75240. (214) 960-9651
7 BLOCKS
AUGUST, 1991
SURVCON INC.
5710 LBJ FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
T. C. & S. JOB NO. 45-90003-302, 362
SHEET I OF 3
C
(C dm, /A�
LiNE
MAT�N
. E
MA TC a° O J• 8934 S F '
H y o r8330SF oe 1 �>>yNq
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41 2S F d °° > COMMON GREEN NO 42 aq 4 aN a• °' sr v�
s, ros L 9 65 . yy' i „e' `' s 9032 S F o, a1
7617 S Fooy op `syp�/C ,, /�6 °oy y h''r AND D. E. J° e s " a e
/ 9 %/ O C O •'i s, 44. 00 37. 00 J F J2� '
°j ¢ K Q O° , >y N 88-J8 09 N J• O'D a" ... `<.
\ s+ es n° 12 s .+e QO y. �e (( e o s, a FJ �`'s o o° -,0 as s �:,•
7612 S Fy8927 S F y ti a'�' 29
�, 7T33S Fh, ° n yp E Js �m ya o ro 8807 SF,
% �\ SN. 88-3809 w2. S0 u, PN g„ so,� �,,, •'°�a yyj� />,�6 \ s,° F ,� 1 <�'° y 10 �„ �f Sao a 6
7719 S f,;,8 ,nm `."$ ^-'^ 7 9294 S F , o° 28 ,K
\ e•y" ( J , ^ 9 $ o,a 9566 S Fo s° y> 7788 S F> h
' ID / s qoe �oo T915S F== x� / °° �� t �~
o 7844S Faey yF, op 27
�� �� s� yy. ��� ma's s �o>e.� 70 �E. N56 ���q 0���,•ys J��J8141rS F
• 0 7899 S F
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$ 9, O;e• Sy_ 9 �- •COMMON GREEN
q y / 9249 S Ftiy e l <, � � o. 9 .0 1149.9-0")�;06 w J NO. 45 & D. E. ?
\ F by �.-, -_" l0 o s 12 •Je ° 0.414 AC. Nloo C
7 4
884p
B 'off i n d 6 S F. H >o 0 25 as 56
98595 F:,ry JE , �m o 9151 S
D
on
F�' 9 Col 6 cj N N 81-26-39 E g N 89-45-17 w % 9T13S F
�2859 C'
1S f!A 6003S Flo 3 n z JD s''•�o g�
o _ }„ 8046 S F 8 8z 24 88
128. 38 7716 S .f 9680 S F
Oq W S 87-40.17 6 a 49.00' '
~O s Nei-40-17 w o o° ps .
�T s,, W o ^ 8055 S F t 8: 1U' u Irs. Oo s ac.o�_oe $ y 8619 S Fq m
23 7 ^F,2].72 8355S
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9 r 20' 20' o ¢ 3
C9 \ 80TT S F. a'� ti z F°0 $ t
11124 22
\ , a 113 r� URT ' 1 88-IBJ6 E 8T39 S F J6SS a $• B,p O 0
\ I `\yi'\ \ 4a 9•i" 7587 S F14
7533 S
7626 S 9a.n'hE tsos
810. Nit,
pB $ P yp 65�33 090 Ph9 bZ� 6IQ
\ 0 > 9 y�y� 20 ea NAss 6$,8. d
( \ Ss 7774S Fyr'. '
\` as 19 og 18 4" li �o e�so0�p0
7504 S F- 76 F o_ 7568 S f
c516I e ] 1 sN
O
,
>9•
i CQ , N 3
s W
• 9% �� \� -<.',, z f\oN 8T935 Fy s
81941 S F'o 961 1 S F\ o- h
s 4`6s yh.
12-p6.19 @ 155. 02 �0 E 165.76 `
54 N 82
N32
6 ! w
11488 S F6M � �
NH
s 6. �q,9 W8888145 F�""7732S FFl T819?S Fo- 9923 S F
>°-- 9232 S F ) z H 10' 0. E.. -" N31 6a' 49 r wL2
��3 �5
)2 $01
02
DRIVE
N6 0
64.
OJ e cl\04
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2
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7
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r�nlos
F"
0
9815
x
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9'82085 FO
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89
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)22.i
..
62.
N 80641
e
ESMj
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0 ;aT592S F=o
S F?2 x N
SCALE : I " = 100'
5
NOTES: \ y0
h
I.) B.L. INDICATES BUILDING LINE. ^ ',%„ '-;, ,• '�"�
2.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. �'" tis''
3.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED.-
4.) A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY \ +8 6 ;T
DEDICATED. ��.6
;,i,L ; 1 i; I ; •,
5.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. CONCRETE MONUMENT �`�
W/ BRASS CAP MARKED (H.S.I. 5), LOCATED S 89-40-24 E. 2579.43 FEET \
FROM THE MOST NORTHERLY CORNER OF THIS PLAT. (N.G.S. ELEVATION565.88) - ,-
6.) TO BE ABANDONED AND RELOCATED.
7.) ALL U. E.' S ARE CENTERED ON LOT LINES UNLESS OTHERWISE NOTED, \ 4
8.) 0. E. INDICATES DRAINAGE EASEMENT.
9.) S. S. E INDICATES SANITARY SEWER EASEMENT,
10.) STM.S.E. INDICATES STORM SEWER EASEMENT.
11.) W. L. E. INDICATES WATER LINE EASEMENT.
LEGEND .• I. {
.•
jC BLOCK DESIGNATION. i FINAL PLAT
HIGHLAND SHORES
PHASE 8-P
SHEET 2" OF 3 .
T. C. & B. JOB NO. 45-90003-302, 362
el
NOTE TABLE ... .. ,. _
Nn+c O.STAN(E BEARING RAOIUS -- = . {�-Y h S�7.y
OR
ARC LENGTH O[LL'A CURVE TABLE C.
I 11 `!
I 17. SS N16-22-SBw
2 54.45 N30 +5-32E CHORD CHORD
NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE
3 5.32 S61-20-45W 1 108.48 20-43-03 300.00 S83-58.33w to?. 89
4 5,32 SGI-20-45w '•""-
2 130, 25 46-38-30 i60.00 N06-56-16E 126. 68
5 50. 89 S2a-4S-54E 3 119. 50 42-47-30 160. 00 N08-51-46E 116. 74 ... (1'� ;1- y� } i I If-; �;-- ,I I'- i_�,% ` ,', _ r•
6 63.83 N88-04.18E 4 138. 76 39-45-07 200.00 S61-01-01w 135.99 U�J - �•' i `` --
1 42.09 N27- 0-3'IW 5 39. 19 +8-42-39 120.00 S5!-59-25w 39. 01
8 t7. 39 N62-42-23C 6 142.00 22-36-00 360.00 S53-56-06W 141.08
9 16.84 9-38-49 100.00 7 330.02 63-01-55 300.00 N83-I5-02w 30.63
i0 12.84 S2a-45-3?E 8 Its. 20 67-43-19 100.00 N17-52-29W +I1.44
11 2.09 N2T-!7-37W 9 212. 69 12-11-10 1000.00 N09-53-35E 212.29 �
t2 2.8a S27-Li-37E t0 263.36 88-45-44 !70.00 N48-10-53E 237.81
13 63. 83 N86-04-16E 11 261. 68 21-25-09 700.00 S76-43-41E 260. 16
14 63.83 S88-04-18W ?
12 114.48 43-43.46 150.00 S87-52-59E 111. 72 ,p i3O
IS 13. 26 N24-45-54w 13 143. 63 27-25-52 300.00 N83-56.04E 142.260 ,
16 20. i2 N84-33-32E .__ yj 'o
14 156. 84 8-54- a 1000. 00 N47-IZ-38E 156. 68
17 20.12 S84-33-32E 15 93.14 53-21-55 100.00 N70-23-12E 89.81
t8 ?2.46 S51-44-09E 16 94.58 27.05-38 200.00 S11-13-05E 93. 70 ( - 2e Q s �S
19 80, 77 SSO-53-34W 1? 98.25 46-54-32 120.00 S2t-07-33E 95.53s
20 80. 17 N80-53-34E 18 125.92 14-25-45 500.00 S51-47-42E 125.59 I ,-" !
21 54.45 N30-I5-32E 19 305. 18 58-17-03 300.00 S88-09-06E 292. +9C,fl -
22 54. 45 S30-!5-32w 20 02.81 25-21-56 300.00 N75-23-20E 131. 73 17 <� ,d -
23 20.00 S;4-31-1N 21 128. 16 4-53-44 1500.00 N85-37-26E 128. 12 ;>'; 9T72 S F
24 MOO S]4-3t-17E 22 167. 17 7-4t-52 500.00 N79-19-39E 67. 12
25 20.07 N 1-21-5!E 23 127. 89 40-42-27 180.00 N47-38-51W 125.21 I 1 N /•es 0•U ^ yF'• O'ST), S. E.
26 23.43 N26-37-41E 24 33.00 18-54-27 100.00 N58-32-51W 32.85
27 2.0.54 N 1-21-51C 25 10.06 2-03-32 260.00 S85-01-56W 10.06
28 20.72 N 1-21-5tE 26 69.18 88-04-50 45.00 N28-58-ISW 62.56 = I 8707 S F
29 20. 00 S 9-20-04W 27 30.00 1-9t-OT i020. 00 N06-12-SSE 30. 00 a r-` N
30 20.00 s 4-20-04w SCALE I = 100
28 55. 00 i0-01-4! 45. 00 584-2Z-56E SI. 64 O S
31 23. CO 0-53-25 1480.00 6g•
29 25.54 8-36-32 !70. 00 N79-47-29E 25. 52 ! Z p' 7
32 14. 91 N82-06-19W 30 41.50 52-50-22 45.00 504-35-35E 40.04,= Q O Os� 33 8100 S62-42-23W 31 251.26 I-35-00 9092.20 N53-56-24W 251.25 ! O a J H
34 18.82 tO-46-55 100.00 32 492. 14 4-08-47 6800.60 N51-04-31W 492.04 , 1 5 o a,, q. ls2d
35 8.00 2-05-01 220.00 33 114.62 46-54-32 140.00 S21-07-33E 111.45 ; LU ;?' ^ 9261 S F v rP 18
36 12.90 N24-45-54W 34 130. 96 14-25-45 520. 00 S5f-97-42E 130. 61 i O s C,t
I[f s '?e, m - 0 11024 S F Ss
37 it.94 N83-01-09W 35 185.52 33-13-02 320.00 S75-37-OSE 182.93 36 23.50=-- Z N 6J'oy,'a N we m �F
38 13.96 N42-32-25W( i
39 2.84 N27-17-37W 33-39-41 90. 00 56G-O8-23E 23. l6 t-- w Q p,0 J N F•
37 40.22 6-58-59 330.00 S21-30-06W 40. 20 -
40 25.00 N68-00-OSW 38 53.68 68-21-05 45.00 N51-30-50w 50. 56 t --- W 14 F. O o0 1 3
oy V ti "
41 2.09 527-!7-37E 39 10.00 1-30-29 380.00 N48-12-SOE 10.00 9243 $ F
NW CORNER G. W. JACKSON SURVEY, A- 1599 ( - I _ o ,� „ e• r'j ^ „�
92 20.00 NSI-52-58W 40 96.93 30-51-IS 180.00 504-38-45w 95. 76 i�^,
43 16.84 9-38-49 100.00 41 33.21. 47-37-00 40.00 S21-13-14W 32.29 ( 1/4' I.R. AT FENCE POST - �'--' B o 2�>• ti� 19 = ��
44 r1. 48 2-20-56 280.00 42 25.95 11-26-21 130.00 S76-07-i7W 25. 91 1"'-` a-�- m �'- '"r' N N N3 J9 �°Ac. `Y 9009 S F ry4{r
45 22.00 3-56-21 320.00 1 r
43 251. 26-}5-00 9092. 20 N53-56-24w 2S!. 25 /q "' 2p' N >
R. ROGERS SURVEY, A- 1098 r - -os- 2
46 14. 24 564-55-3iW 44 492, 14 4-08-4T 6800.60 HE1-04-31w 492. 04 , W O ✓ 1
07 281Y q. h
47 13. 26 S24-45-54E 45 40.22 6-58-59 330.00 S21-30-OGW 40.20 /"" .; '. '_' -•y w 'a2
48 15.00 N51-44-09W 46 as.i6 t7-25-34 280.00 S76-57-09E 84.83 1 ;�1 %;-�f `'{', (; �'; , Ii' iI I t=n2 GOAd10N PROPOSED
49 23. 50 11-13-14 120.00 47 30. 97 88-43-22 20.00 S23-52-40E 2-1. 97 $ 1�+6
o GREEN 20 = '0PHASE 6-P
50 10.24 4-53-16 120.00 48 699.39 39-05-41 1025.00 500-56-IOw 685. 90 " - "` "` +- r ." - 9094 S F
REPLAT
5 i 24. 07 I-24-26 980. 00 f - ' ' - 0. 23 I AC IO' 8. L.
99 !99. 72 29-43-23 385. 00 533-28-22E !9?. 49 ( ' 'ff•!-',,ti ( <0 46^ L'j4
52 12. 03 N46-43-36'W 50 too. 94 18-04-21 320.00 S34-56-46E 100. 52 s -- '• •- "- `�- r '• t0
53 15,00 •1-46-29 1so. 00 51 51. 70 U9-27-39 20. 00 St5-94-S4W 34. 55 S"- f ( , e3 /0 60.69
54 16. 00 0-53-40 1025.00 /e, ( --- I " w =25' N N
55 11.62 N26-54-36W 52 23.50 2-39-41 540.00 S66-02-54E 25, 96 1 sAe , 0 ` z
53 23. 50 33-39-41 kO. Oo 566-Oe-23E 23. I6 106ne
56 19.00 3-53, 17 280.00 `J '=� C1
i
54 !D.Z6 a1-55-34 320.00 Sa6-3)-43E 10.76 a I z czl,ra = 046 .
57 21.00 N42-78-06E f 'Os 1 ``4-r' W ]5.
58 13. 40 S88-38-09E W N >0 IO__U. E. _ C „
59 It. 52 8-15-09 80.00 O i I14133 V a0 0 oaS� w QC, y _ -fir'; �- -
60 24.68 S74-55-51F. O 1 0
61 2.61 S47-14-OGEI4W ; 1 - i, _ .;`i_•' +-�%l. r ( d (,`0 ( N 0 13 ` ,.W N9374 5 fnM / \
62 i2_u 558-59-14w ,l AB�AON GREEN 0•E,. s. M_ ' 0.11481 $ F�M 12 $ 9202 S P
63 7.to 2-zt-oe 180.oc - - - _ _ NO 4� EEN A srk$ F-' - 7585 S P
64 17. is s6s-IG-24Er" _ I, 1 t_ ; _- .,� „f- >' S' x 20 0. 367 AC. = I '"M^
c_
65 9.37 1-55-00 280.00 `-' •-' ' ' '-- + !-- '-- �••-•' i /�.'._- i `i i UJ u. E, j{'- « . „,
66 20.00 5-12-31 220.00 10' x2Ntl8 Nt IN� 84�33`3Z'E,.°o'O.E.M 1NI'31 1 0o z' HiT-zq r?�4eo,0.5.5�'< S.o sp_F r+/
67 is. I I N 1-21-51E i.j,i `
82. 27 N 8a-;}-}2 w 16. 19'`� 6A•89 82 !
68 12.46 N5I-44-09W , 60.92 ,69. 95 gg.57-51 4 89�
°1 J H 5z. 6a 60. z7 9530 $ F 70
69 ii. DO 7-52-41 80. OU - 13i �'� m s O - Sb. J9 6 O. 9
70 4.81 i-52-41 t50.00 �' In 'bj o o p„ o } JH _
_ I S. S. E.
71 15. 53 5-14-05 170. 00 \0 `" 24- o=m$Q•ri - o� m '* +0' '^" J
72 17. 77 N29-28-47W t!J \ '. ;8214 $ F �b_�m 81875 F.`;; ,.T 2 �„`, %+� s A U.F. !� s 8
73 23, 13 7-47-40 170.00 z -.758F o1^ "'"' 3 aN i! ,on - '1 1, 0:75545 Fo" - -
74 4.92 2-10-14 130. 00 t QQ
75 0.34 0-8-59 130. 00 0\ s 7823 S FNm 20'g•L• „20' zp'3�'-H 20'@•C. 4w 5:. 6 r�;7T925 Fo" �` I
O 23 mo o `?"8394S Fm,;
76 19. 30 3-27-19 320.00 h 9. °o 4 8y " °9 as. 97 r0u• E. z I n 9535 ^'r� 9592 "' 8205 S FIE; - �, m rp.0. £• m 51. 29 N�' -
d' es S 63, p S F S F O"6' 4.4 _
77 5.00 1-01-23 280.00 / so J.E" 10. 00 2 6 � , ,_. �,,,`; �_• ,
78 24. 68 N 4-18-37E 22
79 4.00 N30-I5-32E 7823 $ F
80 II.81 572-39-42WJ9, 111 NTS q0 tAG ✓� r c. �,'�; 7'(,^
81 41. 89 N23-04-42W � �„ /6• °O O "+ m l0 10' 8, L. J4 '+B, 3S ,�OOOS.O9-
82 13. 40 N88-38-09W 7;• / /9 E- ° ryy�° 6y 2y m 7 L 9 00 6.59 \l'LGN t01 \x.0o 05
83 72. 69 NOO-43-43W 2 1 �•' m" /. Ctz 5 H "' 26
VARIES VARIES 0' 8801 S F" 020• p o�
89 76. 59 N20-30'G5w I 8171 $ F 03 0' /0. na.48 e o > 8517 $ F
85 20. 92 Sti-12-16w 4O ` BUILOING LINE o° ')O 8 - N ,< @,C N 5S• 0-�• oIa
BU R.OSNG LINE-- ,,, +25,00 -1 t` 2a v�r92
86 17.48 N40-32-54E R' °' W' I +08, y 10281 S F S 78-p- 1 ol° 12 76 4 i - t21"52
87 17.'77 S29-28-47"e S 2a.g350 10'4E. o,- JJ as F dam' - 8517 $ F `Od'-+-` ,,, H 90 35 ° E 1
5 I 5'UTIL',TY EASEMENT I w F N'82-56- ,;^_' .., °'; ti 7 ' �'' 120'B.L.ti - 27
88 63. 94 N I-21-51E (-"-� 1"- o / 3i w e O6 ro ro m
89 65.00 S88-38-09E I i g/ 20 -�+ rzr'29 _ 8239 5 F �� m e•4j+q °'.W9368S F,;,� 25 Q
90 6.48 S68-co-24E 1 l 7792 S F a 2 +- '75'93 w 11 „w 28 7625 5 F V
91 12.11 S58 "59-I4W I I I i I 65 y'y J O o 31 ,7;T985S F,`yN g9477 S f i o'O �25}^14 E 50'
42 84.03 S 2-i3-37F: E S 83- ,o 7928 5 F
93 90.00 S54-43-54E I I ' ( / 28" r9 f N O U e
118. 56 S' N 7
44 32.64 566-56-tow •,
95 14. 80 S24-59-36W LOT LINE -'v ( 2�, W ` s 82-56-}r 4 ' u. F. 9-q S4a z„ 6 s M 76 6 S F� m
96 11.81 S72-39-42W ��PAVING ' N $ („7 82'56-3( W x p , 8 N8400 (°° 6a, 65 Yt665'U•E'
-VING ( 76T6 $ FO J N m
97 29. 6fl N 4-18-3TE 10' U.E. ` 5' EL FC TRICAL ESMt. +`1 51. 75 \y' 0 66 6 qB _ 1t4.
99 24. 73 N42-59-37E '^ - _- A I so -� ° n, 4 68, t2"S a }"14 E r ( r
99 26. 00 N42-59-59E .�... �8p. "^'+w °.. g 77015 E ";z 60. I 5 JF w w g
101 58.03 S69-00-13W LOT LINE t4 18 mi m I S,tm D. E. AND 5 7,25 en '^ 23 W.I.J �I
w1 ss.o3 569-00-I3W v ° ryu a7en s F m-COMMON GREEN N0.42 1Ya'2- �r 22
7T85 S F o .., m 1 as E I�`'m- , 9067 $ F M. 0 8288 S F °
102 75.71 550-10-28W I I I ' 124/ e q M 6 w 80" °�gW9.00- T6.6 ° w 1"L'--0. 948 AC
9 21
NES-Sa-a 01- 9 _ �
103 37.08 S74-35-IOE N S 76-3J9J O r}o. pp }a. 11 E 8 Iq0 849115 FS
r 'JO F ,� 10'0. 66. 32 N83 20 6 ro 4 w -\ i
°' 4.79 593 °'-D9E TYPICAL UTILITY EASEMENT LOCATIONS JG
M n ? 0 2 0h' "' g J G '� 20• S2"569 1 5 y0 i4 O 5 86 M.00
105 61, 80 576-29-07E � � (7 V'
06 4, 58 527-17-37E ( 27' PAVEMENT SECTION ) T806 S F 8378 5 F yNro o 6 7 �gg� ! s srk sEa q V
o,Y A= ro ro m 8740 S F T v' I ,, 66 e S6 E•--1 a 'f'L S•
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107 10. 00 S62-A2-23w ar - 80445 f o'.
109 70. 00 N27 17-37W SCALE: I' -50' o/ $ )g"S1-OS tS'46'2 y- 5 No ,/, �N-� o I $L SJ g N51 N
109 56. 65 N76-29-07W F m. o 565 F_ _ 9 Ny 4 r r.2a 6 m 1 0 ,
m 9458 S F m _ 8162 S f 8" o -E / 5 _m`
IIO 77. 28 N83-01 09W JE o �p•V. E' 00 .J8 20,@ I o o` T. \�� N6 ,y0. 0•�{\,,,a 8501 S F`r �r
111 37.00 N74-02-07W / 16. 3 y / 60• g0,62 •C, •+ z 4' Lj ,� \>^ E. -' I (i
r 0 V N 5.5• U. £'
112 75. 96 !. 9-28-35E 11435 S F •^ - 8606 5
113 62. 68 Sa T-24-44W �,� °' o O 14
114 8}. 39 569-55-SSE / j E. o c' o• ° 4 5 q1 ro CR ss o ( G� . y' , i5-^9% C; (iI
S.S./ m'p O Oy o S 2q_ •00 O" S 20 m ✓ �` t'
r+5 15. 04 589-33.32E / `45' .12E m y a p N n/`' p1
115 15.04 S88-38'09E 815'`op �o se .\~8183S f. 8. OwN6q+27. ?3 rC0 AS.P N`;53.5+ R,O o 94865 �\�;�JF 62?5 p SUE ,M
117 9i. 98 N19-58`40E / 0' a.. - p s
Al, J. (%,T %
118 94.63 N74-53-t9E O / 9780 5 f 2✓y 6 00 BC \ �9 /. 1^ w 2p,@• N 0 S 16. r8' zg >a F I N 1S•
0 O Y ` ~9, Sz: 55.3 • 10' 0. E t
TT24 f A 6rM, S. E.
� �- y s r s 8972 S ° (20 37. 00-N48-08-59E Mr" srJ� ^� S F IM C 3 >\ •.„_ y
120 !}7. 96 N48-OS-59E o4 N �. srs ;Oyoby.° 2 'e/ .n - E. y^°•
121 t04. 25-S41-51-OIE 8= ''s. �- �'/ y'ry 0@ ^_' o w 18
122 14,80 S24-59-36W 14 < /O, o) 15 _ ru. E. 17 0 \ 6.
123 124. 04 N42`59-50W $v f �E J 76175 F'4' o x86205 F 8545S F y*
12l 40.00 S 4-20-04W \ \ 'i yq�° J°y I `? , 16 10478 S F z. ,t
125 115. t7 S41.39"57W 2 \eq� OO -084975E . .nM, e°W F INAL PLAT
/r "' e$ z N 88-38.09 W
% "
127 40.00 SST-52-17E A." �'H !�1 t (r. % l % "'" : `, `•.!` 't U..t - e� JF. 127 40. 00 514-31-17E ',? - , > /
z 128 32.64 S66-56-low
L /N I 1010.3ox _ HIGHLAND SHORES
�_1
1 30 125. 41 N89.48-0Ow / I s9:00 18 °si.50 . , PHASE P
130 25. 09 NIO-21-31E - �^ #
131 100.00- 584-.33-32fr- "'. h�✓,.,- �(,glA ii 5'� r� d ° , ,,.,..»_.
` 132 90.43 N 5-26-28E - SHEET. 3 OF 3
133 14.49 S24-59-32E j ',
- 134 114. 49' 524-.59-36W { �- t t � � ��� r� (�l'�i f s �.�
136 76.54 S24-51-.43w
T. C. & B. JOB N0. 45-90003-302, 362
136 76. 54 '. 524-59-36W � �E„+', � t
6 ��
STATE OF TEXAS >( OWNERS CERTIFICATION
y 2
COUNTY OF DENTON )( J
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS, PART
OF THE E. T. CLARY SURVEY, A-248, F. HYATT SURVEY, A-559, AND THE R. ROGERS SURVEY, A-1098 BEING PART OF TRACT X AS RECORDED IN
VOLUME 743, PAGE 137, DEED RECORDS OF OENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOUND FOR MOST SOUTHERLY CORNER OF HIGHLAND SHORES PHASE 7C EAST, AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, AS RECORDED IN CABINET H, PAGES 243, & 244, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON THE
NORTHEASTERLY LINE OF HIGHLAND SHORES BOULEVARD (A 70' PUBLIC'RIGHT-OF-WAY). AS DEDICATED BY SAID ADDITION;
THENCE WITH THE EASTERLY LINE OF SAID ADDITION THE FOLLOWING TWO COURSES:
NORTH 43'24'01' EAST, 613.57 FEET TO A 5/8' STEEL ROD;
NORTH 27'52'27' EAST, 236.63 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 65'33'35' EAST, 283.44 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 31'14'59' EAST, 559.76 FEET TO A 5/8' STEEL ROD ON THE WEST LINE OF HIGHLAND SHORES PHASE II-B, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE AS RECORDED IN CABINET G, PAGES 58 & 59, PLAT RECORDS OF DENTON COUNTY, TEXAS;
THENCE WITH THE WEST LINE OF SAID ADDITION THE FOLLOWING THREE COURSES:
SOUTH 06'49'53' EAST, 2.41 FEET TO A 5/8' STEEL ROD;
SOUTH 74'53'39' EAST, 84.06 FEET TO A 5/8' STEEL ROD;
SOUTH 18'26'00' EAST, 99.04 FEET TO A 5/8' STEEL ROD ON THE NORTH LINE OF SAID HIGHLAND SHORES BOULEVARD;
THENCE WITH THE NORTH LINE OF HIGHLAND SHORES BOULEVARD THE FOLLOWING FOUR COURSES:
SOUTH 77*44'29' WEST, 309.97 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A NON -TANGENT CURVE;
ALONG THE ARC OF SAID NON -TANGENT CURVE HAVING AADIAL BEARING OF NORTH 12'16'40' WEST, A RADIUS
ROF 1165. 00 FEET, AND A
CENTRAL ANGLE OF 27'10'20', 552.50 FEET TO A 5/8' STEEL ROD;
NORTH 76'06'20' WEST, 210.26 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE;
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 14'53'40' EAST, A RADIUS OF 565.00 FEET. AND A CENTRAL ANGLE OF
15'26'22', 152. 25 FEET TO THE POINT OF BEGINNING AND CONTAINING 12.063 ACRES OF LAND.
170NE CM Fr, TIT
T, STEEt ms
RANrEO ❑P
r.f SIOE MR 1NR;
ER 0 S0I01, altER
E� Kr IT, tFf MIO
:.f, Inr SEEP ON 1.,.
SPREE I11 mra� w,)
SCALE 1/8" =1'-O"
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
aacK
,or:N CRs
NOTES:
I. THE RADIUS ON ALL BLOCK CORNERS IS 20.00'
UNLESS OTHERWISE NOTED
2. ALL EASEMENTS ON LOT LINES ARE CENTERED
UNLESS OTHERWISE NOTED
3. A 5.00 FOOT UTILITY EASEMENT ADJOINING
ALL RIGHT OF WAYS IS HEREBY DEDICATED
4. ELEVATIONS REFERENCED TO N. G. S. DATUM SITE
B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED
(H. S. I. 5 ), LOCATED S 84-22-21 E , 695.50 FEET
FROM THE MOST WESTERLY CORNER OF THIS PLAT.
(N.G.S. ELEVATION 565.88)
5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE
EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD,
VOLUME 465, PAGE 675, DENTON COUNTY DEED RECORDS,
6. UNLESS OTHERWISE NOTED U.E.IS ARE CENTERED ON
LOT LINES.
TIP (EKE A"ovfo BY its ((P
STORE MR T f, NEJI I
srw CM rye
IYP ERpAGur RAI fENCE AS LLIAEO
CENTER OM COfYAx P"", M, I',
STONE MR$ 5 TYY PER CORO GREEx OR EACE
s1w IKE 0 CRAM GREEN OR IA(E mm,
PROPERfT IGP w(%R1r RN IERCE SH N
YIR&IFATE IYP
SCALE 1/&�=I�•(t�
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
Ij
THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY
SAND ADOES SHEREBY NDEDIICATE RTONTHE VPUBLICEUSE
1�
VILLAGE,fDOTTEXAS, AUTHORIZED TO SO ACT, DOES
RTY AS'HIGHLANDS SHORES, 8-E' ANADDITION
�i r � ••,
FOR EVER THE LAND
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING AND EASEMENTS SHOWN ON THIS PLTO AT
REMOVED USE HKUSE
HTOCREMOMU
OR UFOR THE MUTUAL USE
SING SAME. ANY PUBLIC UTILITY SHALL
ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS
WITH THE CONSTRUCTION, , THE RIGHT AND EEP
OR GROWTHS WHICH IN ANY WAY ENDANGER OR
MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESEINTERFERE
SHALL, AT ALL TIMES, HAVE THE RIGHT OF
'(rr
,.
EASEMENT STRIPS AND ANY PUBLIC UTILITY
INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR
RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING
f ' ('?,-•
THE PURPOSE OF CONSTRUCTING,
NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS
AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM
TT
PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, REGULATIONS THERESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS
HOLD HARMLESS THE CITY OF HIGHLAND AND
�i t,.
SUCCESSORS AND
VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND OEVELOPMENTAADES
OUT OF THE DEVELRELEASE OPMENT pp
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE MEET OF
SHORES, PHASE 8-E' INCLUDING BUT NOT LIMITED TO THESESTABLISHMENT
TREETS AND ALLEYS IN THE SUBDIVISION. OR
WITNESS MY HAND, THIS THE (7/�`-�' DAY OF �.
1991,
HIGHLAND SHORES r NC.
STATE OF TEXAS
FAIRFIELD P. DAY• JR.. P ESIDENT
COUNTY OF DENTON
FBEFORE AIRFIUNDERSIGNED AUTHORITY,
OTNOTARY
ELD P. DAY, JR., KNOWNTOMETO BETHEPERSONL WHOSEI NAMENDIS SUBSCRAIBED TOU
UTHE FOREGOINGT INSTTRUMENTSANDAACKNOWLEDGEDYTOAMEETHAT
HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �`"'�
DAY OF 1991
NO ARY PUBLIC IN AND FORS
DENTON COUNTY, TEXA .-J
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
1, JOHN 0. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT HIS PLAT WAS
COMPUTED AND COMPILED UNDER MY SUPERVISION.
JOHN D. SPATES
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS
TEXAS REGISTATIC NO. 4182
COUNTY OF HARRIS
BEF
RE
ED
HOR
OTARY
SPATES
, , KNOWNTHE NOTOSMENTO BE TTHE I PERSONNWHOSE NAMEIIS SUBSCRIBED TOIN AND FOR I THE OFOREGOINGUNTY AND STATE INSTRUN NT I AN DAALTO APPEARED JOHN D. EXECUTED
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. CKNOWLEDCED
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE
DAY OF 1991.
'04A /rh UBLIC
HA R COUNTY, TEXAS /
1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY IECLARE THAT ETHIS F'L AT ND THE METES AND
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. ,
4un T, U. L. WILLIAMS
Rg ISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS TEAR$ REGISTATION NO. 4818
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTAR'f PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS, 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ——._ DAY OF . 1991'AVIARY PUBLIC
A
DOLMAS COUNTY, TEXA\-�
COMMISSION EXPIRES--------_°—'11-r
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
ON THIS DAY OF
TEXAS, HEREBY APPROVES THE FOREGOING
TEXAS, SUBMITTED BY HIGHLAND SHORES,
FINAL PLAT
INC., OWNER.
CERTIFICATE OF APPROVAL
1991, THE PLANNING AND ZONING
8-COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
OF ' HIGHLAND SHORES, PHASE AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
tvOtC11T acN ,E'NCE r x•,'At • caswx 4REfx Oro
UEE ERON'r; (OTs f L S IXCCK a
toyL
aocx ,5
® ���
q
rjl,}
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
LEGEND
IA BLOCK DESIGNATION
B.L. INDICATES BUILDING LINJ
U.E. INDICATES UTILITY EASEMENT
E.E. INDICATES ELECTRICAL EASEMENT
D.E. INDICATES DRAINAGE EASEMENT
S.S.E. INDICATES SANITARY SEWER EASEMENT
3 W. L. E. INDICATES WATER LINE EASEMENT
STM. S. E. INDICATES STORM SEWER EASEMENT
C.C. INDICATES COMMON GREEN
rj 3 8 MINIMUM FINISH FLOOR ELEVATION
FINAL PLAT
—rP AI0gG,_R-1-s�(3,c�t�41a�5.)cHIGHLAND SHORES
A5,.T�'.if 8.795—Ar! PHASE 8-E
Nc��; cp a.5,1A,-c f�.��,.f�tl�.los�;n5t.<r�J��
(�- ! Jd�33 - 4 2 g/ / (nr �t3nc.. - l%//�✓o c,' %.SI3� A H ADDITION
DLI T I V ILO AGE, TEXASOF
fa 1 1,90mac. (o 1 ' � 12.063 ACRES PART OF THE
E. T. CLARY SURVEY, ABST. NO,248
1 THE F. HYATT SURVEY, ABST. NO.559 AND
C - l S/Aq L Iq Q` > l c� o J -All THE R. ROGERS SURVEY, ABST. NO. 1098
t DENTON COUNTY, TEXAS
A{i sFr 12 1 �yJ j/ 4 0 PREPARED FOR:
(0
�J} ( HIGHLAND SHORES, INC.
300 E. CARPENTER FREEWAY, SUITE
IRVING, TEXAS, TEXAS 75062
12 LOTS (214) 791-3333
2 COMMON GREEN AREAS
TURNER COLLIE 8. BR PREPARED BY:
ADEN INC.
ENGINEERS / PLANNERS
5710 L. B. J. FREEWAY, SUITE 370
DALLAS, TEXAS 75240, (214) 960-9651
JOB NO.45-90003-302, 362
1425
2 BLOCKS
AUGUST, 1991
SURVCON, INC.
5710 L. B. J. FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
..•`SPRY
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INSET "A"
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SCALE : I" = 100'
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j \} \ ` /
538 ao r ''o-
2 FENCE ESMT / "'� �� �r3 � ,f, CT,2 d i � 9 1p 1-i i ; 7 /-� i ��i i `,i •' `, 1-i�r � i-r F-
`�,\p1•j4W
6
y p O
a
23461 S F <S 242 8 S F ti c 26827 S F
538
88 90.00
ut ro 0 5 g �3°9.g9 E �\ ENE N 1 _ ,� .1 <� •', r<_
\ Q' 10' U. E. y ENC OF tNE
169.36 O�i, 040
m '�' �• Q' S. S. E. o Sp, \ 9 N °F 5t °0 \0q8 f • N .m __ Ne9
LAKE ECOVE
R. ROGERS SURVEY, A- 1098 m G ti 30306 S F 9 E g0�A5( 559' I"• ,1 = i '
- - 0 BNOPN�E<, P
EHYATT SURVEY, A-559 sD 0s; _ 2p,e/Ss 9 Uo su 5380 W m
2 N
FENCE ESMT. u / t\\ 4 \°' �' ,n c, 18
/ I I 2\ r 5 b 236'2\
m
40 W .T p
!J 06
69016
5 6]-01" n w
24058 S F c I E` n 539
szzs h� 26392 S P T o 3 N L F o 30411 S F ` 69q AC
v O
0i7 - i z 29118 S F i $ CT\ % q 538 0• \
2�FENCE ESMT.
188 �8'U.E. I p0 7 ...•�"''�"�'
?/0 Af g 78- 76 i 150.
75`Og_ 2s 4s_,yE o ` NI a N TT q4 Z9TT 0.26 130.284A 23p9,9'1
163.90 ° 43 \L
2 9 4.I8 q 36. 25' S
361. to I s
2g
, l-ii j l r fiJ
f! C16
=1 t. ,F
1-:
7
� N . `� i i , , r , a•
,n ¢
, u r• a a_ , o ._ n , n
r
Ww
W >
> o=
� N
In
i
F ¢
¢ J
r I
LL
W
NOTE
ARC LENGTH
DELTA
1
120.36
114-56-00
2
135.31
25-50-31
3
28.65
62-03-56
4
140.04
22-55-30
5
155.99
68-45-05
6
164.65
26-57-13
7
195.77
224-20-28
8
259.36
39-37-37
9
107.81
123-32-13
10
180.20
206-29-28
It
108.61
41-29-13
12
104.38
47-50-38
13
145.48
20-50-I8
14
31.09
89-04-32
15
154.96
7-37-16
16
552.50
27-10-20
17
152.25
IS- 26-22
n
qb
CURVE TABLE
CHORD
CHORD
RADIUS
BEARING
DISTANCE
60'
00
N31-34-29E
101.17
300.
00
N38-48-46W
134.
16
20.00
N46-06-OBE
26.26
350.00
N06-23-35W
139.11
130.
00
N52-13-52W
146.
80
350.00
S79-54-59W
163.14
50.00
NOI-23-23W
92.61
375.
00
S89-01-57E
254.
22
50.00
N09-23-OBE
88.10
50.
00
N50-51-45E
97.
34
150.00
S05-08-54E
106.26
125.00
S08-19-37E
101.37
400.00
S21-49-47E
144.68
20.00
S55-56-53E
28.06
1165.
00
S83-19-28W
154.
84
1165.
00
N88-41-30W
547.33
565,
00
N67-23-09W
151.
79
NOTE TABLE
NOTE
DISTANCE
BEARING
RADIUS
OR
OR
ARC LENGTH
DELTA
1-
45.91
N25-53-31W
2
24.50
23-23-35
60.00
3
110.97
N52-22-59W
4
19.06
2-43-49
400.00
5
5.73
2-11-26
150.00
6
25.00
N25-53-31W
7
30.00
1425-53-31w
8
25.00
S52-22-59E
9
15.00
2-27-20
350.00
10
14.57
2-23-05
350.00
11
5.50
0-47-17
400.00
12
2.41
S 6-49-53E
13
45.23
S50-07-26E
14
70.00
561-07-17W
15
11.04
1-48-27
350.00
16
28. 65
82-03-56
20.00
17
2.41
S 6-49-53E
I8
84.06
S74-53-39E
19
99.04
SIS-26-OOE
20, R. 0. W. 20'
BUILDING LINE Ir BUILDING LINE
5 �5
LOT LINE
2T'
10' U.E. FAVINO I 5' ELECTRICAL ESMT.
` LOT LINE
I
TYPICAL UTILITY EASEMENT LOCATIONS
( 27' PAVEMENT SECTION )
SCALE: I" = 100'
FINAL PLAT
HIGHLAND SHORES
PHASE 8-E
SHEET 2 OF 2
OWNERS C ;CA`E
NOW, THEREFORE, KNOWN ALL ME-N By THESE PRESENTS
ASsuo - X ndaa
P16£ST :# 4�Taaaa
0019 : 4W6W/00a
00102 :61.ATpao0aa
U-1d : adA1100Q
944££008-96 : WnN/00(1
Wd££:b 413
966T ST AeW 'a0
>ia3'13
H WIl 379UHONOH
�AlNnO3 NOIN3a
oaaH aQ3 PaTT3
:UT
0
0
SCALEGRAPHIC
(IN FEET)
O
rn
NJ
cp, . VYI? j ♦W.N3
APPROV`r:D BY: P!cnn,ing and zoning Commission
City of highland Vilicge
T � pp xY
By: K_JO Ql
Chairman
APPROVED BY:
is
578.4j.¢4,E
r
104.46' /
5—R
0.191 acre J.
I`6 \
- 66.32'
0o?6
40'58" W 60.14'
® C�
7-95
City Council
City of Highland Vi!iage
Whereas Sherry McGuire
c Hlgn
c c S's,o es ,nee po .:ec cre the owners of a
;
trace of lend stcu.cd in
one City
of V; _ge, ,c
:., , ..o ty, dex.,s, being
oil of Lot 5, Block JJ end a portion
of� Common Green
No. 42 of Highland Shores,
Phese 8-P, on Addition
to the
City of i?ighlcnd Vi!icge es recorded in Cabinet H,
Page 364 of the Plat Records
Cf Denton County, Texos,
and being more
particularly described by
metes
and 'bounds cs follows:
BEGINNING at on 1 /2" iron rod found on the westerly line of Queens Court ( a
variable width public right-of-wey, being a 45 fee, radius cu'--de-soc at this
point) for the northeasterly corner of said Lot 5, some being the beginning of
a non -tangent curve to the left;
THENCE
along said westerly line and along
the arc of sc;d non -tangent curve to
,,��
the left having a radius of 45.00
boors South 06'15'31" East, 6?.60
feet, a
feet,
central ongle of 86*23'14", a chord which
e distance o' 67.85 feet to an. 1/2" iron
/ �S IJi
--
Oat;e:
rod found
for a common corner
of said
Lot 5 and said Common Green No. 42;
THENCE
South 40'32'54" West,
along the
common line of said Lot 5 and said
Common
Green No.42, 17.48 feet
to on
111/2" iron rod found at an angle point
of said
common line;
THENCE
North 78'47'44' West,
along sad
common line, 48.06 feet to a 5/8" iron
rod with
cap set;
THENCE
South 05'19'02" West,
departing
said common line, 2.12 feet to a 5/8" iron
rod with
cap set;
THENCE
North 84'40'58" West,
60.14 'eel,
to a 5/8" iron rod with cop set;
THENCE
North 38'38'11" West,
8.79 feet
to 0 5/8" iron rod with cop set;
THENCE
North 11'12'16" East,
passing of
2.60`eet a 5/8" iron rod found for a
common
corner of said [-at 5
end said Common Green No. 42, e to'c; distance of
76.60`ee4
to a 5/8" iron rod
found for
the nor',°+westerly corner of said Lot 5;
191611001
A = 86'23'14"
- R = 45.00'
\ T = 42.25'
L = 67.85'
D.E. AND COMMON GREEN No. 42
0
a
THENCE South 78'47'44" East, along the noriher;y line of said Lot 5, 104.46 feet
to the POINT OF BEGINNING, con,taning c computed area of 8320 sguere feet, or
0.191 acre of land.
i / �=JCf( 'Y Lam^( C�bi1�Q> . `5- I�, - 4. �1 ��6 L . CeL(
S �131q�
LEGEND
0 b/&' 4KON ROD SET W/ CAP
• 1/27 IRON ROD FOUND
P.O.S. POVNT Of BEGINNING
LINE TABLE
uu 111
DaEc1TQN
T
D+sTA�c�m
E1
I Sr532 W
7 B_
t?
SCE 9 0?02 W
_
2 t 2
lit
(3
N38_3P 1 W
8 79
LOT 5-R, BLOCK JJ
A REPLAT OF LOT 5, BLOCK JJ, AND A PORTION
OF COMMON GREEN #42
HIGHLAND SHORES, PHASE 8-P
CABINET H, PAGES 364-366 P.R.D.C.T.
HIGHLAND VILLAGE, DENTON COUNTY, TEXAS
�i_PAi I=Ci7
HIGHLAND SHIORES, INC. SHERRY A. M.cOU;RE
300 CARPENTER FREEWAY, SUhE 4425 777 QUEEN COURT
IRViNG, TEXAS 75062 '.'w.iAND W1 LAGE, TEXAS,75019
(214) 791--3333 (2',4) r62-8194
PREPARM BY:
SURWON, M.
5710 L3J FRL JWAY, SUITE 180
DAL LAS, TEXAS 75240
(2i4) 458-2173
That HIGHLAND SHORES INC. and SHERRY McGUIRE, acting herein
by and through its du;y authorized officers, does hereby adopt this
plat designating the hereinobove described property as an addition to
the City a' Highland Village, Texas, and does hereby dedicate,
simple, to the public use forever, the streets and alleys, shown
thereon. The streets and alleys are dedicated for street .pu.rposes.
The Easements and public use orecs, as shown, ore dedicated, for'
_
the
public use forever, for the purposes indicated on this plat. No
buildings, fences, trees, shrubs or other improvements or growths
shell be constructed or placed upon, over or across the Easements as
shown, except that landscape improvements may be placed in Landscape
Easements, if approved by the City of Highland Village. In addition,
Utl.ity Easements may also be used for the mutual use an accommodation
of all public utilities desiring to use or using the some unless the
easement limits the use to particular utilities, said use by public
utilities being subordinate to the Publics and City of Highland
Village's use there of. The City of Highland Village and public
utility entities shall have the right to remove and keep removed all
parts of any buildings, fences, trees, shrubs or other improvements or
growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems
in said Easements. The City of Highland Village and public utility
entities shall have the full right of Ingress and Egress to or from
their respective easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, reading meters,
and adding to or removing all or parts of their respective systems
without the necessity at any time procuring permission from anyone.
This plot approved subject to all platting ordinances, rules,
regulations and resolutions of the City of Highland Village, Texas
WITNESS, my hand, this the day of (ft .,Daf5-At _,r, 1995 .
R.L. Croteou, President
r,
Highland Shores, Inc. sit,:fie
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared R.L. Croteou,
known to me be the person whose name is subscribed
to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration therein
expressed.
Given under my hand and seal of office, this
(lam day of
Notary Public in and' for the
State of Texas
WITNESS, this the day
//
194
m and, of
.
BY:
Sherry McGuire
STATE OF TEXAS
COUNTY OF DENTON
Before me, the undersigned authority, a Notary
Public in and for
said County and State, on this day personally
appeared Sherry McGuire,
known to me be the person whose name is subscribed
to the
foregoing instrument and acknowledged to me
that they each
executed the some for the purpose and consideration therein
expressed.
Given under my hand and seal of office, this
�wl day of
Nota Pubic in end for the
of TexasaPIW
F-S,V�rz-=01
wcwak"B*"11.20w00D°00°°�°°°°°°°State
Tun
KNOWN Al_L MEN BY THESE PRESENTS:
That 1, Johnny D.L. Williams, do hereby certify that I prepared
this plot from an actual and accurate survey of the ;and and that
the corner monuments shown thereon as set were properly placed
under my personal supervision in accordance with the Subdivision
Remotions of the City) of,yOighicnd Village.
Joh y D.L. Williones
Reg+ + red Professional Land Surveyor
Texas Registration No. 4818
STATE OF TEXAS q '
COUNTY OF DAL.LAs r °
B;,`ore me, the undersigned outhorlty, a Notary Public In and?fotT
said County and State, on this day personally appeared John 'ri) D.L,'
Williams ;mown to me be the person whose name is subscribed6.to,,_,
the foregoing instrument and ocknoWedged to me that -hey. �61£
executed the some for the purpose and consideration thTerki.
expressed.
*,vend myh nd nd seal of officethisdgy of
ublic in and for the $
State of Texas
i
OWNERS CER7"IFICATION
STATE OF TEXAS I(
COUNTY OF DENTON )(
It
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF 'LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS,
PART OF THE R. ROGERS SURVEY. A-1098. G.w. JACKSON SURVEY, A-1599,. AND THE F. HYATT SURVEY, 559 BEING PART OF TRACT IX AS
RECORDED IN VOLUME 743. PAGE 137, DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOR THE NORTHWEST CORNER OF LOT 2. BLOCK OF OF HIGHLAND SHORES, PHASE 6P, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE. AS RECORDED IN CABINET H. PAGES 110-113, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON
THE SOUTH LINE OF AN ARCO PIPELINE RIGHT-OF-WAY AS DESCRIBED IN VOLUME 821, PAGE 105 OF THE DEED RECORDS OF DENTON COUNTY,
TEXAS;
THENCE SOUTH 24'59'36' WEST WITH THE WEST LINE Of SAID LOT 2, 114.49 FEET TO A %* STEEL ROD FOR THE NORTHWEST CORNER OF LOT
1, BLOCK OF OF SAID ADDITION;
THENCE WITH THE PROPOSED WESTERLY LINE OF SAID LOT 1, THE FOLLOWING TWO (2) COURSES:
SOUTH 44'51'43' WEST, A DISTANCE OF 29.42 FEET TO A 5/8' IRON ROD:
SOUTH 24'59'36' WEST, A DISTANCE OF 76.54 FEET TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT, AND THE SOUTHWEST
CORNER OF SAID LOT 1, BLOCK GF;
THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIAL BEARING OF SOUTH 02'24'28' WEST, A RADIUS OF 320.00 FEET,
AND A CENTRAL ANGLE OF 01*55'34', A DISTANCE OF 10. 76 FEET, TO A %- IRON ROD ON THE ARC OF A CURVE TO THE RIGHT.
THENCE SOUTH 04'20'04' WEST, 40. 00 FEET TO ASA' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 04'20'04'WEST, A RADIUS OF 280.00 FEET, AND A CENTRAL.
ANGLE OF 17.25'34•, 85.16 FEET TO A 5/8' STEEL ROD FOR A POINT OF REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 21'45'39'WEST, A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE
OF 88'43'22', 30.97 FEET TO A 5/8- STEEL ROD FOR A POINT OF REVERSE CURVATURE. SAID POINT BEING ON THE WEST LINE OF HILLSIDE
DRIVE, (A 50' PUBLIC RIGHT-OF-WAY);
THENCE WITH THE RIGHT-OF-WAY OF SAID HILLSIDE DRIVE THE FOLLOWING TWO COURSES:
✓ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF SOUTH 69'30'S9- EAST, A RADIUS OF 1025.00 FEET, AND A CENTRAL
ANGLE OF 39'05'41', 699.39 FEET TO A 5/8' STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE;
ALONG THE ARC OF SAID COMPOUND CURVEHAVING A RADIAL BEARING OF NORTH 71'23'20' EAST, A RADIUS OF 385.00 FEET, AND A
CENTRAL ANGLE OF 29'43'23'. 199.72 FEET TO A 5/8" STEEL ROD:
THENCE SOUTH 41.39'57' WEST, LEAVING THE RIGHT-OF-WAY OF HILLSIDE DRIVE 115.;? FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 49'49'21' EAST, 207. 44 FEET TO A 5/g' STEEL ROD:
THENCE SOUTH 51'52'58' EAST, 77. 77 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 66"49'35' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'06'19' EAST, 155.54 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 82'02'10- EAST, 165.76 FEET TO A 5/8- STEEL ROD ON THE ARC OF A CURVE, SAID POINT BEING ON THE WEST LINE OF
WOODSIDE DRIVE (A 40' PUBLIC RIGHT- OF -WAY);
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 64'05'24"EAST, A RADIUS OF 320.00 FEET, AND A CENTRAL
ANGLE OF 18'04'21", 100. 94 FEET TO A %- STEEL ROD FOR A POINT OF A REVERSE CURVATURE;
THENCE ALONG THE ARC OF SAID REVERSE CURVE HAVING A RADIAL BEARING OF SOUTH 46'01'04' WEST, A RADIUS OF 20.00 FEET, AND t
CENTRAL ANGLE OF 119.27'39•. 41.70 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 14'31'17' EAST, 40.00 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVEHAVINGA RADIAL BEARING OF NORTH 14*31'17' WEST, A RADIUS OF 520.00 FEET AND A CENTRAL
ANGLE OF 02'51'37', 25.96 FEET TO A 5/8'STEEL ROD FOR A POINTOF COMPOUND CURVATURE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 40*41'27- EAST, A RADIUS OF 40.00 FEET AND A CENTRAL
ANGLE OF 33*39*41'. 23.50 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 07'57'42" EAST, 214. 58 FEET TO A %g- STEEL ROD:
THENCE SOUTH 66*56'10' WEST, 32.64 FEET TO A %e' STEEL ROD;
THENCE SOUTH 80'26'54" WEST, 163.40 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 89'48'00- WEST, 104.41 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 50'31'52- WEST, 183.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 35'16'06' WEST, 359, 82 FEET TO A5/e STEEL ROD ON THE NORTH LINE OF A 150 FOOT GULF AND SANTA FE
RAILROAD AS DESCRIBED IN VOLUME 440, PACE 215, DEED RECORDS OF DENTON COUNTY, TEXAS;
THENCE ALONG THE NORTHERLY LINE OF THE SAID GULF AND SANTA FE RAILROAD THE FOLLOWING THREE COURSES:
NORTH 54'43'54' WEST, 802.63 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE:
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 35'16'06' EAST, A RADIUS OF 9092.20 FEET, A CENTRAL ANGLE
OF 01'35'00", 251.26 FEET TO A 5/8` STEEL ROD AND THE BEGINNING OF A COMPOUND CURVE:
'ALONG THE ARC OF SAID COMPOUND CURVE HAVING A RADIAL BEARING OF NORTH 36'51'06'EAST, A RADIUS OF 6800.60 FEET, AND A
'`1 CENTRAL ANGLE OF 04'08'47', 492.14 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 00'00'30' WEST, 411.27 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 13'27'47' EAST, 373.48 FEET TO A 5/8' STEEL ROD;
THENCE NORTH 19' 58' 40- EAST, 91. 98 FEET TO A %- STEEL ROD;
THENCE NORTH 50'13'06' EAST, 183.33 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 74'53'19' EAST, 94.63 FEET TO A %' STEEL ROD:
THENCE SOUTH 84'33'32' EAST, 189.88 FEET TO A 5/8' STEEL ROO;
THENCE NORTH 10*21'31' EAST, 25.09 FEET TO A %- STEEL ROD;
HENCE SOUTH 84'33'32' EAST, 100.00 FEET TO A 5/8' STEEL ROD:
HENCE NORTH 05.26'28" EAST, 80. 00 FEET TO A 5/q' STEEL ROD;
THENCE SOUTH 84. 33'32" EAST. 95.43 FEET TO A 5/q' STEEL ROD; '
THENCE NORTH 01*21'51' EAST, 472.57 FEET TO A 5/8' STEEL ROD:
THENCE NORTH 48'08'59' EAST, 137.96 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 41'51'01' EAST, 104.25 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 42'59'50' EAST, 330.53 FEET TO A 5/8' STEEL ROD ON THE ARC OF A CURVE:
THENCE ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 71'59'23' WEST, A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 06'58'59-, 40.22 FEET TO A 5/8' STEEL ROD:
THENCE SOUTH 24'59'36' WEST, 14.80 FEET:
THENCE NORTH 42'59'50' WEST, 124.04 FEET TO THE POINT OF BEGINNING AND CONTAINING 47.169 ACRES OF LAND.
,rPC
NOW THEREF RE KNOW ALL MEN BY THESE PRESENTS:
/4
r�✓ 1
- THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FA€RFIELD P. DAY, JR„ DULY AUTHORIZED TO SO ACT, DOES
HEREBY ADOPT THIS PLAT DESIGNATING THE HER61NABOVE PROPERTY AS 'HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND
VILLAGE. TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT 10 REMOVE AND KEEP ., REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES. SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE - WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE EASEMENT STRIPS AND ANY PUBLIC UTILITY -'-)
- Y SHALL, AT ALL TIMES, HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR THE PURPOSE OF CONSTRUCTING:`• -
RECONSTRUCTION, !NSPECTING, PATROLL?NG. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL ORDINANCES. RULES, REGULATIONS AND
RESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE. TEXAS. HIGHLAND SHORES, INC., OWNER. ITS SUCCESSORS AND ASSIGNS 00 HEREBY RELEASE AND
HOLD HARMLESS THE CITY OF HIGHLAND VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING OUT OF THE DEVELOPMENT OF
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND SHORES. PHASE 8-P' INCLUDING BUT NOT LIMITED TO THE ESTABLISHMENT OF GRADES OR
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE STREETS AND ALLEYS IN THE SUBDIVISION.
WITNESS MY HAND, THIS THE 'I!.�DAY OF 1991.
HIGHLAND SHORES. 'r
FAIRF HELD P. DAY. jr. PR. IDEN7
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED
FAIRFIELD P, DAY, JR.. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ....._� .__...� DAY OF �_.� .._.. ^991.
N 7ARY PUBL C N AND IOR
DENTON COUNTY, TEXA,
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
i, JOHN D. SPATES. REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC.. DO HEREB CERTIFY TH T ?HIS Pi,AT WAS +( a F^o
COMPUTED AND COMPILED UNDER MY SUPERVISION. /J�DHN�O.
E �%F38SPATESJOH ATES
GISTERED PROFESS! NAL LAND SURVEYOR
TEXAS REGISTAI ION NO. 4!82 g '•`�' "�"`
STATE OF TEXAS �. 5�,q'® 4182
COUNTY OF HARRIS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, 1N AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JO)1N D. 8u��
SPATES, 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 PURPOSE AND CONSIDERATION THEREIN EXPRrE�SS D. ,,,•"��♦��♦♦.♦♦♦
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �.,T/ DAY OF .J-S/ (/ 6< 1991. // ) ,O�PRY�P!/e�i
HNO T
ARK PURL iC ' * •� *
HARRIS COUNTY. TEXAS
COMMISSION EXPIRES
I, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC.. DO HEREBY DECLARE THAT THIS PLA AND THE METES AN6
BOUNDS DECORERS. CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON. WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.' �T•••a.•.•.••• -\. J
All LOT CORNERS. RIGHT -Of -WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE Wi TH '• E' S[.
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. ♦♦i♦ "` J
i
% ♦♦♦♦ 0 w.so&*
-'J UI D.L. WILLIAMS --�m-
RE ISTERED PROFESSIONAL LAND SURVEYOR
7E REGISTATION NO. 4818
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS. 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE. THIS THEC j/„_.` DAY OF OJT%� . 91.
NOTARY PURL IC f
DOLMAS COUNTY, EXA
COMMISSION EXPIRES _
CERTIFICATE OF APPROVAL
ON THIS DAY OF 1991. THE PLANNING AND ZONING COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
TEXAS, HEREBY APPROVES THE FOREGOING FINAL PLAT OF ' HIGHLAND SHORES, PHASE 8-P- AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
TEXAS, SUBMITTED BY HIGHLAND SHORES, INC., OWNER.
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
SL
FINAL PLAT (t 135&3' A fS99 7 cA ,' 27
HIGHLAND SHORES��`� �
PHASE 8 - P .
z
300 E
AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, TEXAS
47.169 ACRES PART OF THE
G. W. JACKSON SURVEY, A- 1599
ROGERS SURVEY, A-1098 AND THE
F. HYATT SURVEY, A-559
PREPARED FOR:
HIGHLAND SHORES, INC.
c
k - I Oct g `T_r6 c-4" -
4-
CARPENTER FREEWAY, SUITE 1425�
(RVING, TEXAS 75062 O
(214) 791-3333 } )
130 LOTS
6 COMMON GREEN AREAS
TURNER COLLIE & BRADEN INC. PREPARED BY:
5710 LBJ FREEWAY, SUITE 370
DALLAS, TEXAS 75240. (214) 960-9651
7 BLOCKS
AUGUST, 1991
SURVCON INC.
5710 LBJ FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
T. C. & S. JOB NO. 45-90003-302, 362
SHEET I OF 3
C
(C dm, /A�
LiNE
MAT�N
. E
MA TC a° O J• 8934 S F '
H y o r8330SF oe 1 �>>yNq
NE s ° m q.
o
41 2S F d °° > COMMON GREEN NO 42 aq 4 aN a• °' sr v�
s, ros L 9 65 . yy' i „e' `' s 9032 S F o, a1
7617 S Fooy op `syp�/C ,, /�6 °oy y h''r AND D. E. J° e s " a e
/ 9 %/ O C O •'i s, 44. 00 37. 00 J F J2� '
°j ¢ K Q O° , >y N 88-J8 09 N J• O'D a" ... `<.
\ s+ es n° 12 s .+e QO y. �e (( e o s, a FJ �`'s o o° -,0 as s �:,•
7612 S Fy8927 S F y ti a'�' 29
�, 7T33S Fh, ° n yp E Js �m ya o ro 8807 SF,
% �\ SN. 88-38 09 w2. S0 u, PN g„ so,� �,,, •'°�a yyj� />,�6 \ s,° F ,� 1 <�'° y 10 �„ �f Sao a 6
7719 S f,;,8 ,nm `."$ ^-'^ 7 9294 S F , o° 28 ,K
\ e•y" ( J , ^ 9 $ o,a 9566 S Fo s° y> 7788 S F> h
' ID / s qoe �oo T915S F== x� / °° �� t �~
o 7844S Faey yF, op 27
�� �� s� yy. ��� ma's s �o>e.� 70 �E. N56 ���q 0���,•ys J��J8141rS F
• 0 7899 S F
C>
0.9003 S ft' ♦ p' ?
$ 9, O;e• Sy_ 9 �- •COMMON GREEN
q y / 9249 S Ftiy e l <, � � o. 9 .0 1149.9-0")�;06 w J NO. 45 & D. E. ?
\ F by �.-, -_" l0 o s 12 •Je ° 0.414 AC. Nloo C
7 4
884p
B 'off i n d 6 S F. H >o 0 25 as 56
98595 F:,ry JE , �m o 9151 S
D
on
F�' 9 Col 6 cj N N 81-26-39 E g N 89-45-17 w % 9T13S F
�2859 C'
1S f!A 6003S Flo 3 n z JD s''•�o g�
o _ }„ 8046 S F 8 8z 24 88
128. 38 7716 S .f 9680 S F
Oq W S 87-40.17 6 a 49.00' '
~O s Nei-40-17 w o o° ps .
�T s,, W o ^ 8055 S F t 8: 1U' u Irs. Oo s ac.o�_oe $ y 8619 S Fq m
23 7 ^F,2].72 8355S
aE 1CN 8
h.
Ils. oo �08651 S f QQs �Q osn "8.n9 y�
9 r 20' 20' o ¢ 3
C9 \ 80TT S F. a'� ti z F°0 $ t
11124 22
\ , a 113 r� URT ' 1 88-IBJ6 E 8T39 S F J6SS a $• B,p O 0
\ I `\yi'\ \ 4a 9•i" 7587 S F14
7533 S
7626 S 9a.n'hE tsos
810. Nit,
pB $ P yp 65�33 090 Ph9 bZ� 6IQ
\ 0 > 9 y�y� 20 ea NAss 6$,8. d
( \ Ss 7774S Fyr'. '
\` as 19 og 18 4" li �o e�so0�p0
7504 S F- 76 F o_ 7568 S f
c516I e ] 1 sN
O
,
>9•
i CQ , N 3
s W
• 9% �� \� -<.',, z f\oN 8T935 Fy s
81941 S F'o 961 1 S F\ o- h
s 4`6s yh.
12-p6.19 @ 155. 02 �0 E 165.76 `
54 N 82
N32
6 ! w
11488 S F6M � �
NH
s 6. �q,9 W8888145 F�""7732S FFl T819?S Fo- 9923 S F
>°-- 9232 S F ) z H 10' 0. E.. -" N31 6a' 49 r wL2
��3 �5
)2 $01
02
DRIVE
N6 0
64.
OJ e cl\04
N
a4.4 2
2
6
OO
4 He°
I
7
mn�
$
o
s 9
-7684 S Fti �8
6.
N"a000s
r�nlos
F"
0
9815
x
N 5
9'82085 FO
x
89
,66E
)22.i
..
62.
N 80641
e
ESMj
E)s>,3 ,ORP�NpGE
0 ;aT592S F=o
S F?2 x N
SCALE : I " = 100'
5
NOTES: \ y0
h
I.) B.L. INDICATES BUILDING LINE. ^ ',%„ '-;, ,• '�"�
2.) THE RADIUS ON ALL BLOCK CORNERS IS 20.00 FEET UNLESS OTHERWISE NOTED. �'" tis''
3.) ALL EASEMENTS ON LOT LINES ARE CENTERED UNLESS OTHERWISE NOTED.-
4.) A 5.00 FOOT UTILITY EASEMENT ADJOINING ALL RIGHT OF WAYS IS HEREBY \ +8 6 ;T
DEDICATED. ��.6
;,i,L ; 1 i; I ; •,
5.) ELEVATIONS REFERENCED TO N.G.S. DATUM SITE B.M. CONCRETE MONUMENT �`�
W/ BRASS CAP MARKED (H.S.I. 5), LOCATED S 89-40-24 E. 2579.43 FEET \
FROM THE MOST NORTHERLY CORNER OF THIS PLAT. (N.G.S. ELEVATION565.88) - ,-
6.) TO BE ABANDONED AND RELOCATED.
7.) ALL U. E.' S ARE CENTERED ON LOT LINES UNLESS OTHERWISE NOTED, \ 4
8.) 0. E. INDICATES DRAINAGE EASEMENT.
9.) S. S. E INDICATES SANITARY SEWER EASEMENT,
10.) STM.S.E. INDICATES STORM SEWER EASEMENT.
11.) W. L. E. INDICATES WATER LINE EASEMENT.
LEGEND .• I. {
.•
jC BLOCK DESIGNATION. i FINAL PLAT
HIGHLAND SHORES
PHASE 8-P
SHEET 2" OF 3 .
T. C. & B. JOB NO. 45-90003-302, 362
el
NOTE TABLE ... .. ,. _
Nn+c O.STAN(E BEARING RAOIUS -- = . {�-Y h S�7.y
OR
ARC LENGTH O[LL'A CURVE TABLE C.
I 11 `!
I 17. SS N16-22-SBw
2 54.45 N30 +5-32E CHORD CHORD
NOTE ARC LENGTH DELTA RADIUS BEARING DISTANCE
3 5.32 S61-20-45W 1 108.48 20-43-03 300.00 S83-58.33w to?. 89
4 5,32 SGI-20-45w '•""-
2 130, 25 46-38-30 i60.00 N06-56-16E 126. 68
5 50. 89 S2a-4S-54E 3 119. 50 42-47-30 160. 00 N08-51-46E 116. 74 ... (1'� ;1- y� } i I If-; �;-- ,I I'- i_�,% ` ,', _ r•
6 63.83 N88-04.18E 4 138. 76 39-45-07 200.00 S61-01-01w 135.99 U�J - �•' i `` --
1 42.09 N27- 0-3'IW 5 39. 19 +8-42-39 120.00 S5!-59-25w 39. 01
8 t7. 39 N62-42-23C 6 142.00 22-36-00 360.00 S53-56-06W 141.08
9 16.84 9-38-49 100.00 7 330.02 63-01-55 300.00 N83-I5-02w 30.63
i0 12.84 S2a-45-3?E 8 Its. 20 67-43-19 100.00 N17-52-29W +I1.44
11 2.09 N2T-!7-37W 9 212. 69 12-11-10 1000.00 N09-53-35E 212.29 �
t2 2.8a S27-Li-37E t0 263.36 88-45-44 !70.00 N48-10-53E 237.81
13 63. 83 N86-04-16E 11 261. 68 21-25-09 700.00 S76-43-41E 260. 16
14 63.83 S88-04-18W ?
12 114.48 43-43.46 150.00 S87-52-59E 111. 72 ,p i3O
IS 13. 26 N24-45-54w 13 143. 63 27-25-52 300.00 N83-56.04E 142.260 ,
16 20. i2 N84-33-32E .__ yj 'o
14 156. 84 8-54- a 1000. 00 N47-IZ-38E 156. 68
17 20.12 S84-33-32E 15 93.14 53-21-55 100.00 N70-23-12E 89.81
t8 ?2.46 S51-44-09E 16 94.58 27.05-38 200.00 S11-13-05E 93. 70 ( - 2e Q s �S
19 80, 77 SSO-53-34W 1? 98.25 46-54-32 120.00 S2t-07-33E 95.53s
20 80. 17 N80-53-34E 18 125.92 14-25-45 500.00 S51-47-42E 125.59 I ,-" !
21 54.45 N30-I5-32E 19 305. 18 58-17-03 300.00 S88-09-06E 292. +9C,fl -
22 54. 45 S30-!5-32w 20 02.81 25-21-56 300.00 N75-23-20E 131. 73 17 <� ,d -
23 20.00 S;4-31-1N 21 128. 16 4-53-44 1500.00 N85-37-26E 128. 12 ;>'; 9T72 S F
24 MOO S]4-3t-17E 22 167. 17 7-4t-52 500.00 N79-19-39E 67. 12
25 20.07 N 1-21-5!E 23 127. 89 40-42-27 180.00 N47-38-51W 125.21 I 1 N /•es 0•U ^ yF'• O'ST), S. E.
26 23.43 N26-37-41E 24 33.00 18-54-27 100.00 N58-32-51W 32.85
27 2.0.54 N 1-21-51C 25 10.06 2-03-32 260.00 S85-01-56W 10.06
28 20.72 N 1-21-5tE 26 69.18 88-04-50 45.00 N28-58-ISW 62.56 = I 8707 S F
29 20. 00 S 9-20-04W 27 30.00 1-9t-OT i020. 00 N06-12-SSE 30. 00 a r-` N
30 20.00 s 4-20-04w SCALE I = 100
28 55. 00 i0-01-4! 45. 00 584-2Z-56E SI. 64 O S
31 23. CO 0-53-25 1480.00 6g•
29 25.54 8-36-32 !70. 00 N79-47-29E 25. 52 ! Z p' 7
32 14. 91 N82-06-19W 30 41.50 52-50-22 45.00 504-35-35E 40.04,= Q O Os� 33 8100 S62-42-23W 31 251.26 I-35-00 9092.20 N53-56-24W 251.25 ! O a J H
34 18.82 tO-46-55 100.00 32 492. 14 4-08-47 6800.60 N51-04-31W 492.04 , 1 5 o a,, q. ls2d
35 8.00 2-05-01 220.00 33 114.62 46-54-32 140.00 S21-07-33E 111.45 ; LU ;?' ^ 9261 S F v rP 18
36 12.90 N24-45-54W 34 130. 96 14-25-45 520. 00 S5f-97-42E 130. 61 i O s C,t
I[f s '?e, m - 0 11024 S F Ss
37 it.94 N83-01-09W 35 185.52 33-13-02 320.00 S75-37-OSE 182.93 36 23.50=-- Z N 6J'oy,'a N we m �F
38 13.96 N42-32-25W( i
39 2.84 N27-17-37W 33-39-41 90. 00 56G-O8-23E 23. l6 t-- w Q p,0 J N F•
37 40.22 6-58-59 330.00 S21-30-06W 40. 20 -
40 25.00 N68-00-OSW 38 53.68 68-21-05 45.00 N51-30-50w 50. 56 t --- W 14 F. O o0 1 3
oy V ti "
41 2.09 527-!7-37E 39 10.00 1-30-29 380.00 N48-12-SOE 10.00 9243 $ F
NW CORNER G. W. JACKSON SURVEY, A- 1599 ( - I _ o ,� „ e• r'j ^ „�
92 20.00 NSI-52-58W 40 96.93 30-51-IS 180.00 504-38-45w 95. 76 i�^,
43 16.84 9-38-49 100.00 41 33.21. 47-37-00 40.00 S21-13-14W 32.29 ( 1/4' I.R. AT FENCE POST - �'--' B o 2�>• ti� 19 = ��
44 r1. 48 2-20-56 280.00 42 25.95 11-26-21 130.00 S76-07-i7W 25. 91 1"'-` a-�- m �'- '"r' N N N3 J9 �°Ac. `Y 9009 S F ry4{r
45 22.00 3-56-21 320.00 1 r
43 251. 26-}5-00 9092. 20 N53-56-24w 2S!. 25 /q "' 2p' N >
R. ROGERS SURVEY, A- 1098 r - -os- 2
46 14. 24 564-55-3iW 44 492, 14 4-08-4T 6800.60 HE1-04-31w 492. 04 , W O ✓ 1
07 281Y q. h
47 13. 26 S24-45-54E 45 40.22 6-58-59 330.00 S21-30-OGW 40.20 /"" .; '. '_' -•y w 'a2
48 15.00 N51-44-09W 46 as.i6 t7-25-34 280.00 S76-57-09E 84.83 1 ;�1 %;-�f `'{', (; �'; , Ii' iI I t=n2 GOAd10N PROPOSED
49 23. 50 11-13-14 120.00 47 30. 97 88-43-22 20.00 S23-52-40E 2-1. 97 $ 1�+6
o GREEN 20 = '0PHASE 6-P
50 10.24 4-53-16 120.00 48 699.39 39-05-41 1025.00 500-56-IOw 685. 90 " - "` "` +- r ." - 9094 S F
REPLAT
5 i 24. 07 I-24-26 980. 00 f - ' ' - 0. 23 I AC IO' 8. L.
99 !99. 72 29-43-23 385. 00 533-28-22E !9?. 49 ( ' 'ff•!-',,ti ( <0 46^ L'j4
52 12. 03 N46-43-36'W 50 too. 94 18-04-21 320.00 S34-56-46E 100. 52 s -- '• •- "- `�- r '• t0
53 15,00 •1-46-29 1so. 00 51 51. 70 U9-27-39 20. 00 St5-94-S4W 34. 55 S"- f ( , e3 /0 60.69
54 16. 00 0-53-40 1025.00 /e, ( --- I " w =25' N N
55 11.62 N26-54-36W 52 23.50 2-39-41 540.00 S66-02-54E 25, 96 1 sAe , 0 ` z
53 23. 50 33-39-41 kO. Oo 566-Oe-23E 23. I6 106ne
56 19.00 3-53, 17 280.00 `J '=� C1
i
54 !D.Z6 a1-55-34 320.00 Sa6-3)-43E 10.76 a I z czl,ra = 046 .
57 21.00 N42-78-06E f 'Os 1 ``4-r' W ]5.
58 13. 40 S88-38-09E W N >0 IO__U. E. _ C „
59 It. 52 8-15-09 80.00 O i I14133 V a0 0 oaS� w QC, y _ -fir'; �- -
60 24.68 S74-55-51F. O 1 0
61 2.61 S47-14-OGEI4W ; 1 - i, _ .;`i_•' +-�%l. r ( d (,`0 ( N 0 13 ` ,.W N9374 5 fnM / \
62 i2_u 558-59-14w ,l AB�AON GREEN 0•E,. s. M_ ' 0.11481 $ F�M 12 $ 9202 S P
63 7.to 2-zt-oe 180.oc - - - _ _ NO 4� EEN A srk$ F-' - 7585 S P
64 17. is s6s-IG-24Er" _ I, 1 t_ ; _- .,� „f- >' S' x 20 0. 367 AC. = I '"M^
c_
65 9.37 1-55-00 280.00 `-' •-' ' ' '-- + !-- '-- �••-•' i /�.'._- i `i i UJ u. E, j{'- « . „,
66 20.00 5-12-31 220.00 10' x2Ntl8 Nt IN� 84�33`3Z'E,.°o'O.E.M 1NI'31 1 0o z' HiT-zq r?�4eo,0.5.5�'< S.o sp_F r+/
67 is. I I N 1-21-51E i.j,i `
82. 27 N 8a-;}-}2 w 16. 19'`� 6A•89 82 !
68 12.46 N5I-44-09W , 60.92 ,69. 95 gg.57-51 4 89�
°1 J H 5z. 6a 60. z7 9530 $ F 70
69 ii. DO 7-52-41 80. OU - 13i �'� m s O - Sb. J9 6 O. 9
70 4.81 i-52-41 t50.00 �' In 'bj o o p„ o } JH _
_ I S. S. E.
71 15. 53 5-14-05 170. 00 \0 `" 24- o=m$Q•ri - o� m '* +0' '^" J
72 17. 77 N29-28-47W t!J \ '. ;8214 $ F �b_�m 81875 F.`;; ,.T 2 �„`, %+� s A U.F. !� s 8
73 23, 13 7-47-40 170.00 z -.758F o1^ "'"' 3 aN i! ,on - '1 1, 0:75545 Fo" - -
74 4.92 2-10-14 130. 00 t QQ
75 0.34 0-8-59 130. 00 0\ s 7823 S FNm 20'g•L• „20' zp'3�'-H 20'@•C. 4w 5:. 6 r�;7T925 Fo" �` I
O 23 mo o `?"8394S Fm,;
76 19. 30 3-27-19 320.00 h 9. °o 4 8y " °9 as. 97 r0u• E. z I n 9535 ^'r� 9592 "' 8205 S FIE; - �, m rp.0. £• m 51. 29 N�' -
d' es S 63, p S F S F O"6' 4.4 _
77 5.00 1-01-23 280.00 / so J.E" 10. 00 2 6 � , ,_. �,,,`; �_• ,
78 24. 68 N 4-18-37E 22
79 4.00 N30-I5-32E 7823 $ F
80 II.81 572-39-42WJ9, 111 NTS q0 tAG ✓� r c. �,'�; 7'(,^
81 41. 89 N23-04-42W � �„ /6• °O O "+ m l0 10' 8, L. J4 '+B, 3S ,�OOOS.O9-
82 13. 40 N88-38-09W 7;• / /9 E- ° ryy�° 6y 2y m 7 L 9 00 6.59 \l'LGN t01 \x.0o 05
83 72. 69 NOO-43-43W 2 1 �•' m" /. Ctz 5 H "' 26
VARIES VARIES 0' 8801 S F" 020• p o�
89 76. 59 N20-30'G5w I 8171 $ F 03 0' /0. na.48 e o > 8517 $ F
85 20. 92 Sti-12-16w 4O ` BUILOING LINE o° ')O 8 - N ,< @,C N 5S• 0-�• oIa
BU R.OSNG LINE-- ,,, +25,00 -1 t` 2a v�r92
86 17.48 N40-32-54E R' °' W' I +08, y 10281 S F S 78-p- 1 ol° 12 76 4 i - t21"52
87 17.'77 S29-28-47"e S 2a.g350 10'4E. o,- JJ as F dam' - 8517 $ F `Od'-+-` ,,, H 90 35 ° E 1
5 I 5'UTIL',TY EASEMENT I w F N'82-56- ,;^_' .., °'; ti 7 ' �'' 120'B.L.ti - 27
88 63. 94 N I-21-51E (-"-� 1"- o / 3i w e O6 ro ro m
89 65.00 S88-38-09E I i g/ 20 -�+ rzr'29 _ 8239 5 F �� m e•4j+q °'.W9368S F,;,� 25 Q
90 6.48 S68-co-24E 1 l 7792 S F a 2 +- '75'93 w 11 „w 28 7625 5 F V
91 12.11 S58 "59-I4W I I I i I 65 y'y J O o 31 ,7;T985S F,`yN g9477 S f i o'O �25}^14 E 50'
42 84.03 S 2-i3-37F: E S 83- ,o 7928 5 F
93 90.00 S54-43-54E I I ' ( / 28" r9 f N O U e
118. 56 S' N 7
44 32.64 566-56-tow •,
95 14. 80 S24-59-36W LOT LINE -'v ( 2�, W ` s 82-56-}r 4 ' u. F. 9-q S4a z„ 6 s M 76 6 S F� m
96 11.81 S72-39-42W ��PAVING ' N $ („7 82'56-3( W x p , 8 N8400 (°° 6a, 65 Yt665'U•E'
-VING ( 76T6 $ FO J N m
97 29. 6fl N 4-18-3TE 10' U.E. ` 5' EL FC TRICAL ESMt. +`1 51. 75 \y' 0 66 6 qB _ 1t4.
99 24. 73 N42-59-37E '^ - _- A I so -� ° n, 4 68, t2"S a }"14 E r ( r
99 26. 00 N42-59-59E .�... �8p. "^'+w °.. g 77015 E ";z 60. I 5 JF w w g
101 58.03 S69-00-13W LOT LINE t4 18 mi m I S,tm D. E. AND 5 7,25 en '^ 23 W.I.J �I
w1 ss.o3 569-00-I3W v ° ryu a7en s F m-COMMON GREEN N0.42 1Ya'2- �r 22
7T85 S F o .., m 1 as E I�`'m- , 9067 $ F M. 0 8288 S F °
102 75.71 550-10-28W I I I ' 124/ e q M 6 w 80" °�gW9.00- T6.6 ° w 1"L'--0. 948 AC
9 21
NES-Sa-a 01- 9 _ �
103 37.08 S74-35-IOE N S 76-3J9J O r}o. pp }a. 11 E 8 Iq0 849115 FS
r 'JO F ,� 10'0. 66. 32 N83 20 6 ro 4 w -\ i
°' 4.79 593 °'-D9E TYPICAL UTILITY EASEMENT LOCATIONS JG
M n ? 0 2 0h' "' g J G '� 20• S2"569 1 5 y0 i4 O 5 86 M.00
105 61, 80 576-29-07E � � (7 V'
06 4, 58 527-17-37E ( 27' PAVEMENT SECTION ) T806 S F 8378 5 F yNro o 6 7 �gg� ! s srk sEa q V
o,Y A= ro ro m 8740 S F T v' I ,, 66 e S6 E•--1 a 'f'L S•
_ +29. ID Y 20. 2O' P Ow v m.. O M 8 On j 6' \ G \p. r0. 8. L•
107 10. 00 S62-A2-23w ar - 80445 f o'.
109 70. 00 N27 17-37W SCALE: I' -50' o/ $ )g"S1-OS tS'46'2 y- 5 No ,/, �N-� o I $L SJ g N51 N
109 56. 65 N76-29-07W F m. o 565 F_ _ 9 Ny 4 r r.2a 6 m 1 0 ,
m 9458 S F m _ 8162 S f 8" o -E / 5 _m`
IIO 77. 28 N83-01 09W JE o �p•V. E' 00 .J8 20,@ I o o` T. \�� N6 ,y0. 0•�{\,,,a 8501 S F`r �r
111 37.00 N74-02-07W / 16. 3 y / 60• g0,62 •C, •+ z 4' Lj ,� \>^ E. -' I (i
r 0 V N 5.5• U. £'
112 75. 96 !. 9-28-35E 11435 S F •^ - 8606 5
113 62. 68 Sa T-24-44W �,� °' o O 14
114 8}. 39 569-55-SSE / j E. o c' o• ° 4 5 q1 ro CR ss o ( G� . y' , i5-^9% C; (iI
S.S./ m'p O Oy o S 2q_ •00 O" S 20 m ✓ �` t'
r+5 15. 04 589-33.32E / `45' .12E m y a p N n/`' p1
115 15.04 S88-38'09E 815'`op �o se .\~8183S f. 8. OwN6q+27. ?3 rC0 AS.P N`;53.5+ R,O o 94865 �\�;�JF 62?5 p SUE ,M
117 9i. 98 N19-58`40E / 0' a.. - p s
Al, J. (%,T %
118 94.63 N74-53-t9E O / 9780 5 f 2✓y 6 00 BC \ �9 /. 1^ w 2p,@• N 0 S 16. r8' zg >a F I N 1S•
0 O Y ` ~9, Sz: 55.3 • 10' 0. E t
TT24 f A 6rM, S. E.
� �- y s r s 8972 S ° (20 37. 00-N48-08-59E Mr" srJ� ^� S F IM C 3 >\ •.„_ y
120 !}7. 96 N48-OS-59E o4 N �. srs ;Oyoby.° 2 'e/ .n - E. y^°•
121 t04. 25-S41-51-OIE 8= ''s. �- �'/ y'ry 0@ ^_' o w 18
122 14,80 S24-59-36W 14 < /O, o) 15 _ ru. E. 17 0 \ 6.
123 124. 04 N42`59-50W $v f �E J 76175 F'4' o x86205 F 8545S F y*
12l 40.00 S 4-20-04W \ \ 'i yq�° J°y I `? , 16 10478 S F z. ,t
125 115. t7 S41.39"57W 2 \eq� OO -084975E . .nM, e°W F INAL PLAT
/r "' e$ z N 88-38.09 W
% "
127 40.00 SST-52-17E A." �'H !�1 t (r. % l % "'" : `, `•.!` 't U..t - e� JF. 127 40. 00 514-31-17E ',? - , > /
z 128 32.64 S66-56-low
L /N I 1010.3ox _ HIGHLAND SHORES
�_1
1 30 125. 41 N89.48-0Ow / I s9:00 18 °si.50 . , PHASE P
130 25. 09 NIO-21-31E - �^ #
131 100.00- 584-.33-32fr- "'. h�✓,.,- �(,glA ii 5'� r� d ° , ,,.,..»_.
` 132 90.43 N 5-26-28E - SHEET. 3 OF 3
133 14.49 S24-59-32E j ',
- 134 114. 49' 524-.59-36W { �- t t � � ��� r� (�l'�i f s �.�
136 76.54 S24-51-.43w
T. C. & B. JOB N0. 45-90003-302, 362
136 76. 54 '. 524-59-36W � �E„+', � t
6 ��
STATE OF TEXAS >( OWNERS CERTIFICATION
y 2
COUNTY OF DENTON )( J
WHEREAS, HIGHLAND SHORE, INC. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE CITY OF HIGHLAND VILLAGE, DENTON COUNTY, TEXAS, PART
OF THE E. T. CLARY SURVEY, A-248, F. HYATT SURVEY, A-559, AND THE R. ROGERS SURVEY, A-1098 BEING PART OF TRACT X AS RECORDED IN
VOLUME 743, PAGE 137, DEED RECORDS OF OENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8' STEEL ROD FOUND FOR MOST SOUTHERLY CORNER OF HIGHLAND SHORES PHASE 7C EAST, AN ADDITION TO THE CITY OF
HIGHLAND VILLAGE, AS RECORDED IN CABINET H, PAGES 243, & 244, PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID ROD BEING ON THE
NORTHEASTERLY LINE OF HIGHLAND SHORES BOULEVARD (A 70' PUBLIC'RIGHT-OF-WAY). AS DEDICATED BY SAID ADDITION;
THENCE WITH THE EASTERLY LINE OF SAID ADDITION THE FOLLOWING TWO COURSES:
NORTH 43'24'01' EAST, 613.57 FEET TO A 5/8' STEEL ROD;
NORTH 27'52'27' EAST, 236.63 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 65'33'35' EAST, 283.44 FEET TO A 5/8' STEEL ROD;
THENCE SOUTH 31'14'59' EAST, 559.76 FEET TO A 5/8' STEEL ROD ON THE WEST LINE OF HIGHLAND SHORES PHASE II-B, AN ADDITION TO THE
CITY OF HIGHLAND VILLAGE AS RECORDED IN CABINET G, PAGES 58 & 59, PLAT RECORDS OF DENTON COUNTY, TEXAS;
THENCE WITH THE WEST LINE OF SAID ADDITION THE FOLLOWING THREE COURSES:
SOUTH 06'49'53' EAST, 2.41 FEET TO A 5/8' STEEL ROD;
SOUTH 74'53'39' EAST, 84.06 FEET TO A 5/8' STEEL ROD;
SOUTH 18'26'00' EAST, 99.04 FEET TO A 5/8' STEEL ROD ON THE NORTH LINE OF SAID HIGHLAND SHORES BOULEVARD;
THENCE WITH THE NORTH LINE OF HIGHLAND SHORES BOULEVARD THE FOLLOWING FOUR COURSES:
SOUTH 77*44'29' WEST, 309.97 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A NON -TANGENT CURVE;
ALONG THE ARC OF SAID NON -TANGENT CURVE HAVING AADIAL BEARING OF NORTH 12'16'40' WEST, A RADIUS
ROF 1165. 00 FEET, AND A
CENTRAL ANGLE OF 27'10'20', 552.50 FEET TO A 5/8' STEEL ROD;
NORTH 76'06'20' WEST, 210.26 FEET TO A 5/8' STEEL ROD FOR THE BEGINNING OF A CURVE;
ALONG THE ARC OF SAID CURVE HAVING A RADIAL BEARING OF NORTH 14'53'40' EAST, A RADIUS OF 565.00 FEET. AND A CENTRAL ANGLE OF
15'26'22', 152. 25 FEET TO THE POINT OF BEGINNING AND CONTAINING 12.063 ACRES OF LAND.
170NE CM Fr, TIT
T, STEEt ms
RANrEO ❑P
r.f SIOE MR 1NR;
ER 0 S0I01, altER
E� Kr IT, tFf MIO
:.f, Inr SEEP ON 1.,.
SPREE I11 mra� w,)
SCALE 1/8" =1'-O"
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
aacK
,or:N CRs
NOTES:
I. THE RADIUS ON ALL BLOCK CORNERS IS 20.00'
UNLESS OTHERWISE NOTED
2. ALL EASEMENTS ON LOT LINES ARE CENTERED
UNLESS OTHERWISE NOTED
3. A 5.00 FOOT UTILITY EASEMENT ADJOINING
ALL RIGHT OF WAYS IS HEREBY DEDICATED
4. ELEVATIONS REFERENCED TO N. G. S. DATUM SITE
B.M. = CONCRETE MONUMENT W/ BRASS CAP MARKED
(H. S. I. 5 ), LOCATED S 84-22-21 E , 695.50 FEET
FROM THE MOST WESTERLY CORNER OF THIS PLAT.
(N.G.S. ELEVATION 565.88)
5. ALL PROPERTY BELOW ELEVATION 537 IS SUBJECT TO FLOWAGE
EASEMENT AS ESTABLISHED IN INSTRUMENT OF RECORD,
VOLUME 465, PAGE 675, DENTON COUNTY DEED RECORDS,
6. UNLESS OTHERWISE NOTED U.E.IS ARE CENTERED ON
LOT LINES.
TIP (EKE A"ovfo BY its ((P
STORE MR T f, NEJI I
srw CM rye
IYP ERpAGur RAI fENCE AS LLIAEO
CENTER OM COfYAx P"", M, I',
STONE MR$ 5 TYY PER CORO GREEx OR EACE
s1w IKE 0 CRAM GREEN OR IA(E mm,
PROPERfT IGP w(%R1r RN IERCE SH N
YIR&IFATE IYP
SCALE 1/&�=I�•(t�
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
Ij
THAT, HIGHLAND SHORES, INC., OWNER, ACTING BY AND THROUGH ITS PRESIDENT, FAIRFIELD P. DAY, JR., DULY
SAND ADOES SHEREBY NDEDIICATE RTONTHE VPUBLICEUSE
1�
VILLAGE,fDOTTEXAS, AUTHORIZED TO SO ACT, DOES
RTY AS'HIGHLANDS SHORES, 8-E' ANADDITION
�i r � ••,
FOR EVER THE LAND
AND ACCOMODATION OF ALL PUBLIC UTILITIES DESIRING AND EASEMENTS SHOWN ON THIS PLTO AT
REMOVED USE HKUSE
HTOCREMOMU
OR UFOR THE MUTUAL USE
SING SAME. ANY PUBLIC UTILITY SHALL
ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS
WITH THE CONSTRUCTION, , THE RIGHT AND EEP
OR GROWTHS WHICH IN ANY WAY ENDANGER OR
MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESEINTERFERE
SHALL, AT ALL TIMES, HAVE THE RIGHT OF
'(rr
,.
EASEMENT STRIPS AND ANY PUBLIC UTILITY
INGRESS AND EGRESS TO AND FROM AND UPON THE SAID STRIPS FOR
RECONSTRUCTION, INSPECTING, PATROLLING, MAINTAINING
f ' ('?,-•
THE PURPOSE OF CONSTRUCTING,
NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. THIS
AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM
TT
PLAT APPROVED SUBJECT TO ALL ORDINANCES, RULES, REGULATIONS THERESOLUTIONS OF THE CITY OF HIGHLAND VILLAGE, TEXAS. HIGHLAND SHORES, INC., OWNER, ITS
HOLD HARMLESS THE CITY OF HIGHLAND AND
�i t,.
SUCCESSORS AND
VILLAGE, TEXAS, FOR ANY AND ALL CLAIMS FOR INJURIES AND DAMAGES ARISING
THE HEREINABOVE PROPERTY DESIGNATED AS 'HIGHLAND OEVELOPMENTAADES
OUT OF THE DEVELRELEASE OPMENT pp
THE ALTERATION OF THE SURFACE OF ANY PORTION OF THE MEET OF
SHORES, PHASE 8-E' INCLUDING BUT NOT LIMITED TO THESESTABLISHMENT
TREETS AND ALLEYS IN THE SUBDIVISION. OR
WITNESS MY HAND, THIS THE (7/�`-�' DAY OF �.
1991,
HIGHLAND SHORES r NC.
STATE OF TEXAS
FAIRFIELD P. DAY• JR.. P ESIDENT
COUNTY OF DENTON
FBEFORE AIRFIUNDERSIGNED AUTHORITY,
OTNOTARY
ELD P. DAY, JR., KNOWNTOMETO BETHEPERSONL WHOSEI NAMENDIS SUBSCRAIBED TOU
UTHE FOREGOINGT INSTTRUMENTSANDAACKNOWLEDGEDYTOAMEETHAT
HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �`"'�
DAY OF 1991
NO ARY PUBLIC IN AND FORS
DENTON COUNTY, TEXA .-J
COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE
1, JOHN 0. SPATES, REGISTERED PROFESSIONAL LAND SURVEYOR FOR TURNER COLLIE & BRADEN INC., DO HEREBY CERTIFY THAT HIS PLAT WAS
COMPUTED AND COMPILED UNDER MY SUPERVISION.
JOHN D. SPATES
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS
TEXAS REGISTATIC NO. 4182
COUNTY OF HARRIS
BEF
RE
ED
HOR
OTARY
SPATES
, , KNOWNTHE NOTOSMENTO BE TTHE I PERSONNWHOSE NAMEIIS SUBSCRIBED TOIN AND FOR I THE OFOREGOINGUNTY AND STATE INSTRUN NT I AN DAALTO APPEARED JOHN D. EXECUTED
THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. CKNOWLEDCED
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE
DAY OF 1991.
'04A /rh UBLIC
HA R COUNTY, TEXAS /
1, JOHNNY D.L. WILLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR SURVCON INC., DO HEREBY IECLARE THAT ETHIS F'L AT ND THE METES AND
BOUNDS DESCRIPTION CONTAINED WITHIN THE OWNERS CERTIFICATE HEREON, WERE PREPARED FROM A GROUND SURVEY PREFORMED UNDER MY SUPERVISION.
ALL LOT CORNERS, RIGHT-OF-WAY AND BOUNDARY POINTS SHOWN HEREON, HAVE BEEN ESTABLISHED USING 5/8-INCH STEEL RODS IN ACCORDANCE WITH
COORDINATE VALUES AND CALCULATIONS PROVIDED BY TURNER COLLIE & BRADEN INC. ,
4un T, U. L. WILLIAMS
Rg ISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS TEAR$ REGISTATION NO. 4818
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTAR'f PUBLIC, IN AND FOR SAID COUNTY AND STATE ON THIS DAY PERSONALLY APPEARED JOHNNY D.L.
WILLIAMS, 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 PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE ——._ DAY OF . 1991'AVIARY PUBLIC
A
DOLMAS COUNTY, TEXA\-�
COMMISSION EXPIRES--------_°—'11-r
STANDARD FENCE DETAIL
HIGHLAND SHORES
HIGHLAND VILLAGE. TEXAS
ON THIS DAY OF
TEXAS, HEREBY APPROVES THE FOREGOING
TEXAS, SUBMITTED BY HIGHLAND SHORES,
FINAL PLAT
INC., OWNER.
CERTIFICATE OF APPROVAL
1991, THE PLANNING AND ZONING
8-COMMISSION OF THE CITY OF HIGHLAND VILLAGE,
OF ' HIGHLAND SHORES, PHASE AN ADDITION TO THE CITY OF HIGHLAND VILLAGE,
tvOtC11T acN ,E'NCE r x•,'At • caswx 4REfx Oro
UEE ERON'r; (OTs f L S IXCCK a
toyL
aocx ,5
® ���
q
rjl,}
CHAIRMAN
PLANNING AND ZONING COMMISSION,
CITY OF HIGHLAND VILLAGE, TEXAS
LEGEND
IA BLOCK DESIGNATION
B.L. INDICATES BUILDING LINJ
U.E. INDICATES UTILITY EASEMENT
E.E. INDICATES ELECTRICAL EASEMENT
D.E. INDICATES DRAINAGE EASEMENT
S.S.E. INDICATES SANITARY SEWER EASEMENT
3 W. L. E. INDICATES WATER LINE EASEMENT
STM. S. E. INDICATES STORM SEWER EASEMENT
C.C. INDICATES COMMON GREEN
rj 3 8 MINIMUM FINISH FLOOR ELEVATION
FINAL PLAT
—rP AI0gG,_R-1-s�(3,c�t�41a�5.)cHIGHLAND SHORES
A5,.T�'.if 8.795—Ar! PHASE 8-E
Nc��; cp a.5,1A,-c f�.��,.f�tl�.los�;n5t.<r�J��
(�- ! Jd�33 - 4 2 g/ / (nr �t3nc.. - l%//�✓o c,' %.SI3� A H ADDITION
DLI T I V ILO AGE, TEXASOF
fa 1 1,90mac. (o 1 ' � 12.063 ACRES PART OF THE
E. T. CLARY SURVEY, ABST. NO,248
1 THE F. HYATT SURVEY, ABST. NO.559 AND
C - l S/Aq L Iq Q` > l c� o J -All THE R. ROGERS SURVEY, ABST. NO. 1098
t DENTON COUNTY, TEXAS
A{i sFr 12 1 �yJ j/ 4 0 PREPARED FOR:
(0
�J} ( HIGHLAND SHORES, INC.
300 E. CARPENTER FREEWAY, SUITE
IRVING, TEXAS, TEXAS 75062
12 LOTS (214) 791-3333
2 COMMON GREEN AREAS
TURNER COLLIE 8. BR PREPARED BY:
ADEN INC.
ENGINEERS / PLANNERS
5710 L. B. J. FREEWAY, SUITE 370
DALLAS, TEXAS 75240, (214) 960-9651
JOB NO.45-90003-302, 362
1425
2 BLOCKS
AUGUST, 1991
SURVCON, INC.
5710 L. B. J. FREEWAY, SUITE 180
DALLAS, TEXAS 75240, (214) 458-2173
..•`SPRY
PG•�:
e�
n
EO '
s
J .%
?
e;
:s A.IF
C'EIrrT . __—
65NT. \
baQ
EP
ep
/^\ COMMON GREEN
NO. 40 /
ZO
\ TYPICAL
INSET "B"
N.T.S.
4bNCF. f.Pt\
/ z vol
04' Ip F,
,ZO \
\ \ TYPICAL /
INSET "A"
NJ. S. \
$0
`- ; !•-- ! i ti tyro / ya'
� I �
m c
O N
r r
W W
Cr
Z
N N
N r
UJ Q
O I J
O O
O:
F
S 6S. w
?e
� 44
n
N /•^♦\ 2' FENCE ESMT.
6 7 O t' A�' .p
:6384 S F 9': \\"jj y
538 0 5 P \\
28538 S F SEE INSET "A"
SCALE : I" = 100'
R0.11, ?)
bg
`/`� 538
°sr9ss\'537 FLOWAGE ESMT.
49 yti ry4+ O_ CP
-_-
y
o R 4
SEE INSET'B"'' \
„ y� 22883 S F c so' N 24368 S
j \} \ ` /
538 ao r ''o-
2 FENCE ESMT / "'� �� �r3 � ,f, CT,2 d i � 9 1p 1-i i ; 7 /-� i ��i i `,i •' `, 1-i�r � i-r F-
`�,\p1•j4W
6
y p O
a
23461 S F <S 242 8 S F ti c 26827 S F
538
88 90.00
ut ro 0 5 g �3°9.g9 E �\ ENE N 1 _ ,� .1 <� •', r<_
\ Q' 10' U. E. y ENC OF tNE
169.36 O�i, 040
m '�' �• Q' S. S. E. o Sp, \ 9 N °F 5t °0 \0q8 f • N .m __ Ne9
LAKE ECOVE
R. ROGERS SURVEY, A- 1098 m G ti 30306 S F 9 E g0�A5( 559' I"• ,1 = i '
- - 0 BNOPN�E<, P
EHYATT SURVEY, A-559 sD 0s; _ 2p,e/Ss 9 Uo su 5380 W m
2 N
FENCE ESMT. u / t\\ 4 \°' �' ,n c, 18
/ I I 2\ r 5 b 236'2\
m
40 W .T p
!J 06
69016
5 6]-01" n w
24058 S F c I E` n 539
szzs h� 26392 S P T o 3 N L F o 30411 S F ` 69q AC
v O
0i7 - i z 29118 S F i $ CT\ % q 538 0• \
2�FENCE ESMT.
188 �8'U.E. I p0 7 ...•�"''�"�'
?/0 Af g 78- 76 i 150.
75`Og_ 2s 4s_,yE o ` NI a N TT q4 Z9TT 0.26 130.284A 23p9,9'1
163.90 ° 43 \L
2 9 4.I8 q 36. 25' S
361. to I s
2g
, l-ii j l r fiJ
f! C16
=1 t. ,F
1-:
7
� N . `� i i , , r , a•
,n ¢
, u r• a a_ , o ._ n , n
r
Ww
W >
> o=
� N
In
i
F ¢
¢ J
r I
LL
W
NOTE
ARC LENGTH
DELTA
1
120.36
114-56-00
2
135.31
25-50-31
3
28.65
62-03-56
4
140.04
22-55-30
5
155.99
68-45-05
6
164.65
26-57-13
7
195.77
224-20-28
8
259.36
39-37-37
9
107.81
123-32-13
10
180.20
206-29-28
It
108.61
41-29-13
12
104.38
47-50-38
13
145.48
20-50-I8
14
31.09
89-04-32
15
154.96
7-37-16
16
552.50
27-10-20
17
152.25
IS- 26-22
n
qb
CURVE TABLE
CHORD
CHORD
RADIUS
BEARING
DISTANCE
60'
00
N31-34-29E
101.17
300.
00
N38-48-46W
134.
16
20.00
N46-06-OBE
26.26
350.00
N06-23-35W
139.11
130.
00
N52-13-52W
146.
80
350.00
S79-54-59W
163.14
50.00
NOI-23-23W
92.61
375.
00
S89-01-57E
254.
22
50.00
N09-23-OBE
88.10
50.
00
N50-51-45E
97.
34
150.00
S05-08-54E
106.26
125.00
S08-19-37E
101.37
400.00
S21-49-47E
144.68
20.00
S55-56-53E
28.06
1165.
00
S83-19-28W
154.
84
1165.
00
N88-41-30W
547.33
565,
00
N67-23-09W
151.
79
NOTE TABLE
NOTE
DISTANCE
BEARING
RADIUS
OR
OR
ARC LENGTH
DELTA
1-
45.91
N25-53-31W
2
24.50
23-23-35
60.00
3
110.97
N52-22-59W
4
19.06
2-43-49
400.00
5
5.73
2-11-26
150.00
6
25.00
N25-53-31W
7
30.00
1425-53-31w
8
25.00
S52-22-59E
9
15.00
2-27-20
350.00
10
14.57
2-23-05
350.00
11
5.50
0-47-17
400.00
12
2.41
S 6-49-53E
13
45.23
S50-07-26E
14
70.00
561-07-17W
15
11.04
1-48-27
350.00
16
28. 65
82-03-56
20.00
17
2.41
S 6-49-53E
I8
84.06
S74-53-39E
19
99.04
SIS-26-OOE
20, R. 0. W. 20'
BUILDING LINE Ir BUILDING LINE
5 �5
LOT LINE
2T'
10' U.E. FAVINO I 5' ELECTRICAL ESMT.
` LOT LINE
I
TYPICAL UTILITY EASEMENT LOCATIONS
( 27' PAVEMENT SECTION )
SCALE: I" = 100'
FINAL PLAT
HIGHLAND SHORES
PHASE 8-E
SHEET 2 OF 2