SA0294A•
d� c,-
C, RONALD BAILEY STALLINGS
C.C. FILE NO. 95-R0028005
R.P.R.D.C.T.
CALLED 10 ACRES
RICHARD C. MYERS CALLED 29.465 ACRES
C.C. FILE NO. 98-0063688
RUTH E. CARTER &
R.P.R.D.C.T.
EDITH G. SIMS
PROPOSED D.E. TRACT 3
VOL. 1365, PG. 635
(BY SEPARATE 1481.69
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CAB 886 Uj 5.21� 2(:� BL 2! 2
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t '0 174.17' 150,41' C28 2
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(BY SEPARATE
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CALLED 26.535 ACRES
CHS PROVIDENCE, L.P.
TRACT IV
DOC NO. 2006-38123
R, P. R. D. C. T.
0 0 0
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40N "� 41 J,;, 40
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0 S 21 *2638 W
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JR 7
-ATE PLANE
-TEXAS STATE NE COOR DINATtS
WORTH tENTRAL ZONE.4202 (GRC6 ID) *IRF
N=7,138,214.30 E=2,43086 48,co
49-80'
-z na;7 bi Uj
SEASIDE VILLAGE IF AT
PROVIDENCE PHASE 7 4.
886
ry
0
100 0 50 100 200
1 inch = 100 feet
CURVE TABLE
NO.
CHORD DIRECTION
CHORD
DELTA
RADIUS
LENGTH
C1
N 81 *57'14" W
374.44
26*4744"
808.00
377.88
C2
S87*40'46"W
104.06
6'03'44"
984.00
10411
C3
N01*01'03"W
25.817
5-23'29"
275.00.
25.88
C4
S88'45'46"W
281.88
5-49'51 "
2771.00
282.00
C5
N89*21'18"E
139-03
4*38'46"
1715.00
139.07
C6
S69'49'1 2"E
100.51
3*24'15"
1692.00
100.53
C7
N65'11'53"W
29.37
3-12'22"
525.00
29.38
C8
N67*29'50"W
64.65
7-48'16"
475.00
64.70
C9
N 71 *36'21 "W
11.84
0*24'48"
1642.00
11.85
C10
S69*1 7'27"E
64.82
2*3938"
1396.00
64.82
C11
S65*28'51 "E
20.82
0'51'17"
1396,00
20.83
C12
N65*27'43"W
19.18
0'48'59"
1346.00
19.18
C13
S29*01'05"W
72.59
11'54'17"
350.00
72.72
C14
S28'1 2'26"W
70.66
13'31'35"
300.00
70.82
C15
S66*42'21 "E
21.04
1'05'46"
1100.00
21.04
C16
N66'40'29"W
18.95
1'02'03"
1050,00
18.95
C17
N85-02'58"E
116.20
3*56'25"
1690.00
116.23
C18
S86'13'46"W
220,92
6*18'03"
2010.00
221.04
C19
N86*19'43"E
53.23
6*06'10"
500.00
53.26
C20
S89*28 51 W
108.06
12'24'26"
500.00
108.27
C21
N76*1 3'01 "W
469.69
16 *11'51 "
1667.00
471.26
C22
N74*20'00"W
442.15
18*33'33"
1371.00
444.09
C23
N89*1 9'54"W
104.63
11*26'17"
525,00
104.81
C24
N87*09'52"E
62.70
4*25'50"
811.00
62.71
C25
S86'08'1 2"W
79.66
6*29'11 "
704.00
79.70
C26
N84*22'22"E
144.34
2*5730"
2796.00
144.36
C27
NO2-23'05"W
86.39
6 *11'2 4"
800.00
86.43
C28
N88*3529"E
369.77
4*14'18"
5000.00
369.86
C29
N79'50'34"W
508-66
27*22'13"
1075.00
513.53
C30
N29*01'05"E
67.41
11'54'17"
325.00
1 67.53
E C31
S28-12'26"W
76.55
13'31'36"
_325.00
1 76.73
P. R. D. C. T�
5
P G �
HARBOR VILLAGE AT
A
'PRO IDENCE"PHASE 1
CAB--W,. PG 396
-C
P
NOTES:
1 WATER SERVICE TO BE PROVIDED BY PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT.
2. UTILITY PROVIDERS:
(1) ELECTRIC SERVICE: COSERV
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE:
7701 SOUTH Z51t.MMUNS
CORINTH, TEXAS 75065
AT&T
2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
PHONE: (972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. N,
t-kDAMtldn AND n0A1K1At-C7 IKAMPM47UPKITIZ Amr)/c)P I7AqI7MF7WTq SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF PROVIDENCE VILLAGE WATER CONTROL AND.
LINE TABLE
BEARING
L1
N68*,33'22"W
N20 .1 559"E
N[23*03'56"E
S23*03'56 11w
S23*50'32"W-:ii
S05*28`47"E
I'+. THE MAINTENANCEOF F-t\vwi
IMPROVEMENT DISTRICT. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES.
5, ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE
FACILITY.
6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED.
7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS A 1-7, 10 C-�C,/A co
OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS.
;Lq (Al q 3 D6-3 to A
9. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 'Aiel if I 16. Zrl 49 4a r,/o Al I (w( 6)
10. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM ROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY it to?, -7
,;i. 111313 /Pol ( eb+�:Ck)
DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY. I.
,q61&Pq3q .t�t'11. )
11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN Cj 14 0 "t (ol A ;,,I el
DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO c
OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE, q L4
CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION.
12. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN. PROVIDENCE VILLAGE WATER CONTROL AND
IMPROVEMENT DISTRICT
13. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT CONTACT: CLAY E. CRAWFORD
DISTRICT UNLESS OTHERWISE NOTED. 19 BRIAR HOLLOW LANE, SUITE 245
HOUSTON, TEXAS 77027
14. THE SUBJECT PROPERTY IS DEPICTED WITHIN ZONE "X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NO. 48121C 0410 E, DATED APRIL 2, 1997. ZONE X (UNSHADED) IS PHONE (713) 621-3707
DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN."
OWNER: VILLAGES AT PROVIDENCE L.P.,
15. ALL CORNERS ARE 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET, UNLESS OTHERWISE NOTED. A TEXAS LIMITED PARTNERSHIP
GENERAL PARTNER: HMH LIFESTYLES, L.P.
16. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF `X" LOTS SHALL NOT BE THE RESPONSIBILITY OF PROVIDENCE VILLAGE
TEXASLLAGE WATER CONTROL AND IMPROVEMENT GENERAL PARTNER: ZLD PROLIMITED PARTNERSHIP
PROVIDENCE LLC
DISTRICT. A TEXAS LIMITED LIABILITY COMPANY
CONTACT* ROBERT BETANCUIR
VICE-PRESIDENT
218 W. WALL
GRAPEVINE, TEXAS 76051
PHONE (817) 873-0520
S1 TE
Lt
N 0
Uj
z
FISHTRAP ROAD
>
U.S. HWY 380
I
VICINITY MAP
N.T.S.
BM#1 - ALUMINUM TxDOT CONTROL MONUMENT NO.
H-380-39, LOCATED IN SOUTH SHOULDER OF U.S. HWY, 380
AT APPROXIMATE STATION 10759+20.
ELEVATION - 565.51'
BM#2 - SQUARE CUT ON SOUTH END OF HEADWALL ON THE
EAST SIDE OF F.M. 2931 AT APPROXIMATE STATION 504+13.
ELEVATION - 573.82'
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
5/8-IRF
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" FOUND
5/8-IRS
5/8-INCH IRON ROD W/CAP MARKED
"PE*nTT-RPLS 4087" SET
1/2-IRF
1/2-INCH IRON ROD FOUND
PIX"
"X" CUT FOUND IN CONCRETE
R.O.W.
RIGHT-OF-WAY
P.O.C.
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
65'R
65-FOOT RADIUS
0
DESIGNATES SUBDIVISION BLOCK
R.P.R.D.C.T.
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
P.R.D.C.T.
PLAT RECORDS, DENTON COUNTY, TEXAS
(CM)
(CONTROLLING MONUMENT)
VOL.
VOLUME
PG.
PAGE
w LOT
LOT 10"Xio,
SIDEWALK
WITY ESMT.i
10,
iSTREET
10,
1VX1O,
SIDEWALK
17��TY ESIVIT.
LOT
LOT
ESMT. AT STREET INTERSECTION
FINAL PLAT
SEASIDE VILLAGE AT
PROVIDENCE PHASE 6A
28.201 ACRES
143 RESIDENTIAL LOTS
1 NON-RESIDENTIAL LOT
SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO. W#--,
PROVIDENCE VILLAGE WATER
CONTROL AND IMPROVEMENT DISTRICT
DENTON COUNTY, TEXAS
PETITT wm"*'ARRAZA'_J1
ERNINIC'F PLANNP-IG SURVEYING
300 Municipal Drive Tel. No. (214) 221-9955
Richardson, Texas 75080 Fox No. (214) 340-3550
DATE: FEB. 2013 SCALE: 1"=100'
Filled for Ret_-Ord
is the official records oft
Dutor, courit'i
.21A
Dill iur, !S?ni3 q-t �, �Ip
In thp
Plat Records
SEASIDE t-!.TL-A7rE �At F,0VIDENCE" PH 6�
umb1- 10Doc Ner! 20
No Lij, Pas -es. 2,
1135• ' 76
C'urmen
SHEET 1 OF 2
STATE OF TEXAS §
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
WHEREAS, VILLAGES AT PROVIDENCE L.P. IS THE OWNER OF A TRACT OF LAND SITUATED IN THE THE JAMES BRIDGES SURVEY, ABSTRACT
NO. 36, IN DENTON COUNTY, TEXAS, SAID TRACT BEING A PORTION OF A CALLED 54.540 ACRE TRACT OF LAND DESCRIBED AS TRACT V
IN A DEED TO CHS PROVIDENCE, LP, RECORDED AS DOCUMENT NO. 2006-38123, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING a tract of land situated in the JAMES BRIDGES SURVEY, ABSTRACT NO. 36, in Denton County, Texas, and being a part of a
called 194.921 acres tract of land described in a deed to Valerian Properties Associates, L.P., recorded in Volume 5329, Page 03880
of the Real Property Records of Denton County, Texas, and being more particularly described as follows:
COMMENCING at a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at the most northwesterly intersection of the west
line of Myers Court (50' right-of-way) and the north line of Waterman Drive (50' right-of-way), said point being part of Harbor
Village at Providence Phase 1, an addition to Denton County, Texas, according to the plat thereof recorded in Cabinet W, Page 390 of
the Real Property Records of Denton County, Texas, thence North 21 degrees 26 minutes 38 seconds East, along the west line of said
Myers Court, a distance of 136.00 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the POiNT OF
BEGINNING;
THENCE North 68 degrees 33 minutes 22 seconds West, a distance of 20.80 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the beginning of a tangent curve to the left;
THENCE Westerly, along the tangent curve to the left which has a chord that bears North 81 degrees 57 minutes 14 seconds West for
374.44 feet, a central angle of 26 degrees 47 minutes 44 seconds and a radius of 808.00 feet, for an arc distance of 377.88 feet to
a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve and the beginning of a reverse curve to
the right;
THENCE Westerly, along the reverse curve to the right which has a chord that bears South 87 degrees 40 minutes 46 seconds West
for 104.06 feet, a central angle of 06 degrees 03 minutes 44 seconds and a radius of 984.00 feet, for an arc distance of 104.11 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve;
THENCE North 89 degrees 17 minutes 23 seconds West, a distance of 585.07 feet to a 5/8-inch iron rod with cap marked
„PETITT-RPLS 4087" found for corner•,
THENCE North 01 degree 40 minutes 41 seconds East, a distance of 363.74 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the beginning of a tangent curve to the left;
THENCE Northerly, along the tangent curve to the left which has a chord that bears North 01 degrees 01 minute 03 seconds West for
25.87 feet, a ..central angle of 05 degrees 23 minutes 29 seconds and a radius of 275.00 feet, for an arc distance of 25.88 feet to
an"X" cut in concrete found for the end of said curve;
THENCE North 03 degrees
38 minutes
09
seconds
West, a distance of 38.14
feet toa
5/8-inch iron
rod with cap marked
"PETITT-RPLS 4087" found
for the beginning
of a non -tangent curve to the right;
THENCE Westerly, along the
non -tangent
curve to the
right which has a chord that bears South 88 degrees
45 minutes 46 seconds
West for 281.88 feet, a central angle of
05
degrees
49 minutes 51 seconds and
a radius of
2771.00 feet,
for an arc distance of
282.00 feet to a 5/8-inch
iron rod with
cap
marked "PETITT-RPLS
4087" found for
the end of
said curve;
THENCE North 88 degrees
19 minutes
19
seconds
West, a distance of 4.74
feet to a
5/8-inch iron
rod with cap marked
"PETITT-RPLS 4087" found
for corner;
THENCE North 01 degree 40 minutes 41 seconds East, a distance of 246.28 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for corner;
THENCE South
88 degrees 19 minutes 19
seconds East,
a distance
of 26.58
feet to
a 5/8-inch
iron rod with cap marked
"PETITT-RPLS
4087" found for the beginning
of a tangent curve to the right;
THENCE Easterly,
along the tangent curve to
the left which
has a chord
that bears
North 89
degrees 21
minutes 18 seconds East for
139.03 feet, a
central angle of 04 degrees
38 minutes 46
seconds and
a radius of
1715.00
feet, for an
arc distance of 139.07 feet
to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" found for
the end of
said curve;
THENCE North
02 degrees 07 minutes 58
seconds West,
a distance
of 189.72
feet to
a 5/8-inch
iron rod with cap marked
"PETITT-RPLS
4087" found for corner;
THENCE North
20 degrees 15 minutes
59 seconds East, a distance of 13.85 feet to a
5/8-inch iron rod with cap
marked
"PETITT-RPLS
4087" found on the north
line of said Valerian Properties tract and the south
line of a tract of land described in a
deed to Ronald Bailey Stallings & Michelle
Rogers Stallings recorded in Volume 1436, Page 216 of
said Real Property Records;
THENCE North
89 degrees 18 minutes 06
seconds East, along the north line of said Valerian
Properties tract and the south
line of
said Stallings
tract and along the south
line of a tract of land described in a deed to Ronald Bailey Stallings recorded as
County
Clerk's File Number
95-ROO28005 of said
Real Property Records, a distance of 1481.69 feet to
a 5/8-inch iron rod with cap
marked
"PETITT-RPLS
4087" set for corner;
THENCE South 18 degrees 30 minutes 54 seconds West, a distance of 229.18 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE Southeasterly, along the non -tangent curve to the right which has a chord that bears South 69 degrees 49 minutes 12
seconds East for 100.51 feet, a central angle of 03 degrees 24 minutes 15 seconds and a radius of 1692.00 feet, for an arc distance
of 100.53 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for the end of said curve;
THENCE South 21 degrees 52 minutes 55 seconds West, a distance of 54.89 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Northwesterly, along the non -tangent curve to the right
which has a chord that bears North 65 degrees 11 minute 53
seconds
West for 29.37 feet, a central angle of 03 degrees 12 minutes 22 seconds and a
radius of 525.00 feet, for an arc distance
of 29.38
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said curve and the beginning of a
compound
curve to the left;
THENCE
Northwesterly, along the compound curve to the left which
has a chord that bears
North 67 degrees 29 minutes 50 seconds
West for
64.65 feet, a central angle of 07 degrees 48 minutes 16
seconds and a radius of
475.00 feet, for an arc distance of 64.70
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087"
set for the end of said
curve and the beginning of a curve to the
left;
THENCE
Northwesterly, along the tangent curve to the left which
has a chord that bears
North 71 degrees 36 minutes 21 seconds
West for
11.84 feet, a central angle of 00 degrees 24 minutes 48
seconds and a radius of
1642.00 feet, for an arc distance of 11.85
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087"
set for the end of said curve;
THENCE South 18 degrees 11 minutes 15 seconds West, a distance of 124.49 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 71 degrees 28 minutes 30 seconds East, a distance of 31.55 feet to a 5/8-inch iron rod with cap marked
„PETITT-RPLS 4087" set for corner;
THENCE South 19 degrees 22 minutes 44 seconds West, a distance of 121.65 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord
that bears South 69 degrees 17 minutes 27
seconds
West
for 64.82 feet,
a central angle of 02 degrees 39 minutes 38 seconds and
a radius of 1396.00 feet, for an arc distance
of 64.82
feet
to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said curve;
THENCE
North
23 degree 03 minutes 56 seconds East, a distance of 20.00 feet
to a 5/8-inch iron rod with cap marked
"PETITT-RPLS
4087" set for
corner;
THENCE South 66 degree 56 minutes 04 seconds East, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 23 degree 03 minutes 56 seconds West, a distance of 20.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord
that bears South 65 degrees 28 minute 51
seconds
East for 20.82 feet,
a central angle of 00 degrees 51 minutes 17 seconds and
a radius of 1396.00 feet, for an arc
distance
of 20.83
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said non -tangent curve;
THENCE
South 24 degree 56 minutes 47 seconds West, a distance of 50.00 feet
to a 5/8-inch iron rod with cap
marked
"PETITT-RPLS
4087" set for
the beginning of a non -tangent curve to the left;
THENCE
Northwesterly, along
the non -tangent curve to the left which has a chord that bears North 65 degrees 27 minute 43
seconds
West for
19.18 feet, a central angle of 00 degrees 48 minutes 59 seconds and a radius
of 1346.00 feet, for an arc distance
of 19.18
feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" set for the end of said non -tangent curve;
THENCE South 23 degree 03
minutes 56 seconds West,
a distance of 10.23
feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for
the beginning of a tangent
curve to the right;
THENCE Southwesterly, along
the tangent curve to the
right which has a
chord that bears South 29 degrees 01 minute 05 seconds
West for 72.59 feet, a central
angle of 11 degrees 54
minutes 17 seconds
and a radius of 350.00 feet, for an arc distance of 72.72
feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" set for
the end of said tangent curve;
THENCE South 34 degree 58 minutes 13 seconds West, a distance of 85.08 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a tangent curve to the left;
THENCE Southwesterly, along the tangent curve to the left which has a chord that bears South 28 degrees 12 minute 26 seconds
West for 70.66 feet, a central angle of 13 degrees 31 minutes 35 seconds and a radius of aOO.00 feet, for an arc distance of 70.82
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for the end of said tangent curve;
THENCE
South
21 degree 26
minutes 38 seconds West, a distance of 9.73 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS
4087" set for
the beginning
of a non -tangent curve to the right;
S
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord that bears South 66 degrees 42 minute 21
seconds
East
for 21.04 feet,
a central angle of 01 degrees 05 minutes 46 seconds and a radius of 1100.00 feet, for an arc distance
of 21.04
feet
to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the end of said non -tangent curve;
THENCE South 23 degree 50 minutes 32 seconds West, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the left;
THENCE
Northwesterly, along
the non -tangent curve to the right which has a chord
that bears North 66 degrees 40 minute 29
seconds
West for 18.95 feet,
a central angle of 01 degrees 02 minutes 03 seconds and
a radius of 1050.00 feet, for an arc distance
of 18.95
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said non -tangent curve;
THENCE
South 21 degree 26 minutes 38 seconds West, a distance of 99.95 feet
to a 5/8-inch iron rod with cap marked
"PETITT-RPLS
4087" set for
corner;
THENCE North 68 degree 33 minutes 22 seconds West, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 21 degree 26 minutes 38 seconds West, a distance of 25.00 feet to the POINT OF BEGINNING and containing 28.201
acres of land, more or less.
REVIEWED 4ND ,APROVED ON _ �#�L !}� _ _ , 2013.
MAYOR, TOWN OF PROVIDENCE VILLAGE, TEXAS
.r 8
ETARY, TOE OF PROVIDENCE VILLAGE, TEXAS
THAT, VILLAGES AT PROVIDENCE L.P., ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT
DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS SEASIDE VILLAGE AT PROVIDENCE PHASE 6A, AN ADDITION TO DENTON
COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT (THE DISTRICT), IN
FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR
THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF THE DISTRICT, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS
AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE
CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND
SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL
PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE
BY PUBLIC UTILITIES BEING SUBORDINATE TO THE DISTRICT USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO
USE SAID EASEMENTS SHALL HAVE THE RIGHT TO 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 SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT
OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING,
INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY
AT ANY TIME PROCURING THE PERMISSION OF ANYONE. i DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER
WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS UNTO THE DISTRICT AGAINST
EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS LOCATED
WITHIN THE CORPORATE LIMITS OF THE TOWN OF PROVIDENCE VILLAGE. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING
ORDINANCES, RULES AND REGULATIONS OF DENTON COUNTY.
WITNESS MY HAND THiS le DAY OF __ .__, 2013.
.
•: VILLAGES AT PROVIDENCE
PARTNERSHIPA TEXAS LIMITED
PROVIDENCE LLC,
A TEXAS LIMITED LIABILITY ♦ '"
GENERALITS PARTNER
. Lei . :4 11
VICE-PRESIDENT
qOF
4-9�aA,&_+
COUNTY OF-D*Lt*S--j
BEFORE ME, HE U; DERSIGNED AUTHORITY, A NOTARY PUBLIC iN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED
ROBERT BET NCUR,+ VICE-PRESIDENT OF VILLAGES AT PROVIDENCE L.P., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME
IS SUBSCRIB, D TO j HE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
SIDERATI NS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN TATED.
IV N IT
ER Y AND A D SEAL OF OFFICE, THIS _ _ DAY OF _____, 2013.
l
NOTARY PZJBLIiCN I ND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES:
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
�Illlr Fri
ar , `r r r 4 tC. yJtCfiiS
.a` flG5 �0, 015
THAT 1, ROBERT D. PETITT JR., A REGISTERED PROFESSIONAL LAND SURVEYOR, AFFIRM THAT THIS PLAT WAS PREPARED FROM AN
ACTUAL SURVEY MADE ON THE GROUND LAND DESCRIBED HEREON, AND THAT THE CORNER
•• SHOWN THEREON •
PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE "DENTON COUNTY SUBDIVISION RULES AND
REGULATIONS."
ROBERT D. PETITT JR.
.................. ..................
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4087 01 ROBERT D. PETITT, JR.
�•� ....y : ..,......
4087.Q
STATE OF TEXAS'I``�:`
COUNTY OF DALLAS §'
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED
ROBERT D. PETITT 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 IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _01-- DAY OF _ ________, 2013.
NOTA�Pl1EBLIC IN AND FOR THE STATE OF TEXAS. ' : _"' Notary Public, State of Texas .
N y. My commission Expires
Cf December 06, 2015
MY COMMISSION EXPIRES: _�_ �_�
UTILITY COMPANY APPROVAL
ELECTRIC & GAS COMPANY:
- z� ",Xw- /4�/.5
COSERV DATE
TELEPHONE COMPANY:
5/
AT&T DATE
PROVIDENCE VILLAGE WATER CONTROL AND
IMPROVEMENT DISTRICT
CONTACT: CLAY E. CRAWFORD
19 BRIAR HOLLOW LANE, SUITE 245
HOUSTON, TEXAS 77027
PHONE (713) 621-3707
VILLAGES AT PROVIDENCE L.P, OWNER
A TEXAS LIMITED PARTNERSHIP
GENERAL PARTNER: HMH LIFESTYLES, L.P.
A TEXAS LIMITED PARTNERSHIP
GENERAL PARTNER: ZLD PROVIDENCE LLC
A TEXAS LIMITED LIABILITY COMPANY
CONTACT- ROBERT BETANCUR
VICE-PRESIDENT
218 W. WALL
GRAPEVINE, TEXAS 76051
PHONE (817) 873-0520
It;
G
COUNTY JUDGE,
.t�kgrWATER CON 0L,vAN, Dj�IMPROVE
APPROVED 0
4 7
N-ifOW COUN TXAS' l
f;
ENT DISTRICT
2013.
VINAL PLA 1
SEASIDE VILLAGE AT
PROVIDENCE PHASE 6A
28.201 ACRES
143 RESIDENTIAL LOTS
1 NON-RESIDENTIAL LOT
SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO. 36
PROVIDENCE VILLAGE WATER
CONTROL AND IMPROVEMENT DISTRICT
DENTON COUNTY, TEAS
Filedfor Record
ir, 0e off icial rPcn_PdS Of;
PETITT U
Dentoa ;.OUR :�
±. s 1 �;: s.`=. ��x RbRf�1(%pT
?H. F,4G1 -1 aF: _'R .x FPS,.- `.`Sw i'`s ,.f§�'..:`F .,a ... 3 S�•R.:Y
a�d4<
e
le[f-".
'
! i
d
E 6,'
SEASIDE � i I..AGC AT �' ROVII)EH t n
itsc ft&.be 2013- 19
300 Municipal Drive Tel. No. (214) 221-9955
tlr; o4Y z[ ev= 2 31f-I0
;traouny
Richardson, Texas 75080 Fax No. (214) 340-3550
DATE: FEB. 2013 SCALE: 1 "=100'
Receipt Hum -her " 105507
vJY
JOB NO. 02042-06A
r. �un Dni,zncnn
SHEET 2 OF 2
RONALD BAILEY STALLINGS
C.C. FILE NO. 95-R0028005
CALLED 10 ACRES GONG ti R.P.R.D.C.T.
RICHARD C. MYERS
C.C. FILE NO. 98-0063688
R.P.R.D.C.T. CALLED 29.465 ACRES
RUTH E. CARTER &
PROPOSED D.E. EDITH G. SIMS
(BY SEPARATE
TRACT 3
INSTRUMENT) VOL. 1365, PG. 635
5 *1IR EN T) N 89#18'06" E 1481.69
-7 �5000' `76,5175" 56.55' 54.89' 55.41' 56,04' 56.78' 57.63' 58.61' 58,55'
40 0 1 1 R.P.R.D.C.T.
- - - 50.00 54�03' 54,12 50.00,
1 _577o7p
-(,4 53,75' 50.00' 50.00' 50. 50-067 1 1 16' U.E. 16' U.E.U-E, 11-OP I -, __
0 Lu L yjcar
0
0 CA co -
0
L 4
190
0 16 �-j �j 21 15 2 Ob'
c)
11 12 -13 -14 17 18 1p�
3 7 8 9 10 CA
6 4 5 Zo -22-
m - 00
4, 26 2 36
00 01 co 28-0 !22 0)
8.9 2' 8 46' 7.97' 2? (o 21 2 252
m 12' BL 26 >
> 27
fv
884
C20
9 S82
C1 8 CRANSTON COURT N89-22'47"E 517.10' C1 4-1,8'56 "E
SEASIDE VILLAGE 11 AT
rq 17 338.33' 178.77 21.97,
M.&J",
C A, TEMPORARY TURNAROUND
_=01- -517 -0 1a C27
.51
7`i L4,y8.jRFC55 . ...... .4 _!5�_ tj E__ 09- EASEMENT (BY SEPARATE
T2r BL7
z 4.6 1' 2.62' 12' 8L 5/8iRF z8.33) z z 1.26' ;7 Lj 9.36'
z C INSTRUMENT)
z 0 124 (0
Cj 1 8i� c,
23 95z 0 w t 0
9 Z
C� PQ (;4 1- -
00 z C j� C� rj 0) -P �220 on 21 P
26.58' z z IQ ('4 �0 (A
H " '-� 1 5','� 16 -j
I.27 2 _�32 1 17-0, _1 too) if 22 0)
_J C14 iv 0 - 0 0 1 C14 _.; :;�- n
21 i� C� 2 2�- --�24m -25 26 8 29 30 316 - "i L"j ') J�j
23 CA gj 2 2
L�l 8 N,' c� 1 9L4 L 0 0� al Q0 CA to n
C,4 17, c,4 6 2,jo N
N 00
I" Z4 0 0
VO
(A
A N� �11 64 CV 25 ,_" V
04 - 01 50.13 6.39 1 -
- - 15.00' 50.00' 50.00' 5 .04' 57-23 ,�o "I 113
50.00' 55.00' 11 46 39' 26
LAJ25' 50� 00' 50-00' 5 .6 , 50.13 49� 73' 0) (:,9
50,25' 50.0 z 40
50.00' 55 5.00' t28!�.j OU-16'w _1V
-7' 49 1 r w 0 3'rw
50-10' 50.1 0.2 5' -7
64.70' 5n OA I
49,81 2: z z z 0 TEMPORARY TURNAROUND
4.6 2' 49.89' 9. 1 L-q 0 0 0 0 1_3 UU, `� I
39.7 3 49,
z 3
-7 0 ZD c� i:� q1 0 i:� 9 L� 8 S11 n 7 EASEMENT (BY SEPARATE
ZIO.24'z z i:� 7 i:� 6 0
9 -5 .4 3 2 to
U - - - ",j INSTRUMENT)
10 0 0 z i 0 0
16 --15 r, 14 i� 3 i�; `� 12 0
00 Cj U
Cn L4 Cn t") 0
00
if! p - -I a)
C� L4 00 PROPOSED
4
_V1 Co LA Ig'
01 9.52'
------ 41 o') 4� j 7�48'*8-36' 5 1. 23' ::E 5.36' 50-FOOT-WIDE U.E.
z ;_1 .40
0 0 - 0 0� 3
1h -4 - 12' E-= R.O.W. �1rn 5508 9-09-48.74' �-54_ 2 (BY SEPARATE
4.74'z 909- ,54
V60 INSTRUMENT)
C25 BENEVOLENT COURT-338.36' 178.77' �Ut,, C24 C23
517.i3' CV 871R C26
N89*22'47"E C 10
5-�_� -
r
- C22
rq I e.
!�10.34 � .75' 099, 0§,;-
-5-U.E. 1-2 ff F 10' BL z 4.27'9 PROPOSED
U.E.0 0
IR �50 LO m '_j 50' x 16' U.E.
co
24 25 26 27 28= 29Z8 0 (BY SEPARATE
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_N89 23 30 a)
6 - z z DO ir) 77'?
cli - - 6 0) (0�4_ V) Co INSTRUMENT)
4 p 122.13' 6 0 . _ if7 _ 151-5 ;4_ Cc
(A 0 - Co C\1 on
---- -- rk) 00
R. 19 6,0 - 9. 1
g 0 0
i 5z -
55.00' 50.00' 48.27-) 49.18, C'V'3 6 I 'I Co
55.00' 53.16' 50.00
0
9�45 -
s, 52.66' 52.66' 54.56' 1 55.58 49.65' 9� 74'
7
ix Cn z Ld Uj 5. 6' 61
OD z
ID 00-60' -)09
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18 5 49 R4
1�w I zo j� 55
N89'17 23 10 Z� 9 8 w 7 Cc) 6 .58,
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If^ PROPOSED
122.39' 0 41 0)
cli - - CO tv 5' U. E.
PRO IDEN�EIPHASE 7 q I - 0 m
1 0� 11
V 17 (11 U1 (A 3 4)
z z 0 0) C\j
A CAB Wj� :RG 886 4.47' (BY SEPARATE
5.21' �E z 0
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12' BL -
1_12 f) (o INSTRUMENT)
P.Ril).C.T. �. =20� 1 �IeL
153.75'
-&I:
67-4 67-
I CD
174,17' 150.41' C28 CALLED 26.535 ACRES
-e 0 C29
S89*16'11"E 324.58' 0), CHS PROVIDENCE, L.P.
-4-6
--- BLACKSTONE DRIVE
TRACT IV
12' BL' 49. 0-- DOC NO. 2006-38123
:59Z61r__ 755=
55-Z' 55. 3'
Uj Lj Uj z z z - .09, R.P.R.D.C.T.
z 0 0 0 - C� Q5
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z co CN
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4
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........ ...z' to co 7
C, 0 -r-
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0 0 41 0 du L-1 -FOOT-WIDE U.E.
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:E z PROPOSED 50
0 C) Z
z z b to - U.E z K ::�5.69'
6" J,
(BY SEPARATE INSTRUMENT)
<0
'1 3.55'
Z, z, 46
39
C) VI 07 2 47
7
if
41
0 S 21 '26'38 w
7 99.95'
i X STATE 10LANE
4- ST COORDINATE
S
NORTH CENTRAL ZONE,4202 (GRID) /8"IRF
7_
N=7
t 138,214.!,30 E=2,43ii,586.48-z
Z"
_74 I SEASIDE VILLAG
�E
------ PROVIDENCLPHAS, 7
8B'6
Ir
P.R.D.0
N
IR
C
N,
HARBOR VI LACE AT
X i L j
OVIIJENC
-P,T.E
'
j CAB--W PG b3
PRNOTES:
1 WATER SERVICE TO BE PROVIDED BY PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT DISTRICT.
2. UTILITY PROVIDERS:
(1) ELECTRIC SERVICE: COSERV
7701 SOUTH STEMMONS
CORINTH, TEXAS 75065
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE: AT&T
2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
PHONE: (972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY,
4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF PROVIDENCE VILLAGE WATER CONTROL AND
IMPROVEMENT DISTRICT. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES.
5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE
FACILITY.
6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED.
7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS
OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS.
9. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS.
10. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM ROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY
DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY.
11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN
DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO
OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE
CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION.
12. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN.
13. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT
DISTRICT UNLESS OTHERWISE NOTED.
14. THE SUBJECT PROPERTY IS DEPICTED WITHIN ZONE "X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NO. 48121C 0410 E, DATED APRIL 2, 1997. ZONE X (UNSHADED) IS
DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN."
15. ALL CORNERS ARE 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET, UNLESS OTHERWISE NOTED.
16. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS, MAINTENANCE OF '%" LOTS SHALL NOT BE THE RESPONSIBILITY OF PROVIDENCE VILLAGE WATER CONTROL AND IMPROVEMENT
DISTRICT.
0
100 0 50 100 200
1 inch = 100 feet
CURVE TABLE
NO.
CHORD DIRECTION
CHORD
DELTA
RADIUS.
LENGTH
C1
N81-57'1 4"W
374.44
26*47'44"
808.00
377.88
C2
S87'40'46"1V
104.06
6'03'44"
984.00
104.11
C3
N01 *01'03"W
25.87
5'23'29"
275.00
25.88
C4
S88*4546"W
281.88
5*49'51 "
2771.00
282.00
C5
N89*21'1 8"E
139.03
4*38'46"
1715.00
139.07
C6
S69*49'12"-
100.51
3'2 4'15 "
1692.00
100.53
C7
N65'1 1'53"W
29.37
3*12'22"
525.00
29.38
C8
N67*29'50"W
64.65
7-48'16"
475.00
64.70
C9
N71 *36'21 "W
11.84
0*2448"
1642,00
11.85
C10
S69'1 7'27"E
,64.82
2'3938"
1396.00
64.82
C11
S 6 5'2 8'51 "E
20.82
0*51'17"
1396.00
20.83
C12
N65*27'43"W
19.18
0'4859"
1346.00
19:18
C1 3
S29*01'05"W
72.59
11 *54'17"
350.00
72.72
C14
S28*12'26"W
70.66
13*31'35"
300.00
70.82
C15
S66*42'21 "E
21.04
1'05'46"
1100.00
21.04
C16
N66'40'29"W
18.95
1 *02'03"
1050.00
18.95
C17
N85*02'58"E.
116.20
3-56'25"
1690.00
116.23
C18
S861 3'46"W
220.92
6*18'03"
2010.00
221.04
C19
N86*1 9'43"E
53.23
6-06'10"
500.00
53.26
C20
S89'28'51 "W
108.06
12'24'26"
500.00
108.27
C21
N76*1 3'01 "W
469.69
16*11'51 "
1667.00
471.26
C22
N74*20'00"W
442.15
18'33'33"
1371.00
444.09
C23
N89*19'54"W
104.63
11'26'17"
525.00
'104.81
C24
N87*09'52"E
62.70
4*25'50"
811.00
62.71
C25
S86*08'1 2"W
79.66
6-29'11 "
704.00.
79.70
C26
N84*22'22"E
144.34
2-57'30"
2796.00
144.36
C27
NO2*23'05"W
86.39
6'11'24"
800.00
86.43
C28
N88*3529"E
369.77
4'14'18"
5000.00
369.86
C29
N79*50'34"W
508.66 127-22'13"
1075.00 1
513.53
C30
N29'01'05"E
67,41 111-54'17"
325.00
67.53
C31
S28*12'26"W
76.55
13*31'36"
325.00
76.73 1
LINE TABLE
LINE
BEARING
LENGTH
L1
N68'33'22"W
20.80
L2
NO3*38'09"W
38.14
L3
N88*19'19"W
4.74
L4
S88*1 9'19 " E
26.58
L5
N20*15'59"E
13.85
L6
S21'52'55"W
54.89
L7
S71'28'30"E
31.55
L8
N23-03'56"E
20.00
L9
S66*56'04"E
50.00
L10
S23*03'56"W
20.00
L11
S24*56'47"W
50.00
L12
S23'03'56"W
10.23
L13
S21-26'38"W
9.73
L14
S23*50'32"W
50.00
L15
N68*33'22"W
50.00
L16
S21'2638"W
25.00
L17
S05*28'47"E
38.18
L18
N23-03'56"E
80.23
S1 TE
N 0
cr_
V)
w
Ld
C14 0
LL_ V_
FISHTRAP ROAD
D
w
>
0 U_
U.S. HWY 380
yj
0
VICINITY MAP
N.T.S.
BM#1 - ALUMINUM TxDOT CONTROL MONUMENT NO.
H-380-39, LOCATED IN SOUTH SHOULDER OF U.S. HWY. 380
AT APPROXIMATE STATION 10759+20.
ELEVATION - 565.51'
BM#2 - SQUARE CUT ON SOUTH END OF HEADWALL ON THE
EAST SIDE OF F.M. 2931 AT APPROXIMATE STATION 504+13.
ELEVATION - 573.82'
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
BIL
BUILDING SETBACK LINE
5/8"IRIF
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" FOUND
5/8-IRS
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-IRPILS 4087" SET
1/2"IRF
1/2-INCH IRON ROD FOUND
11X11
"X" CUT FOUND IN CONCRETE
R.O.W.
RIGHT-OF-WAY
P.O.C.
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
65'R
65-FOOT RADIUS
0
DESIGNATES SUBDIVISION BLOCK
R.P.R.D.C.T,
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
P.R.D.C.T.
PLAT RECORDS, DENTON COUNTY, TEXAS
(CM)
(CONTROLLING MONUMENT)
VOL.
VOLUME
PG.
PAGE
Ld LOT
LU
LOT f5 10,X10,
U) ISIDEWALK &
e SlI " ESWT. Typr
10'
STREET
10'
SIDEWALK &
rRy Ty ESMT. LOT
LOT
10 f x1 0' SIDOMK & VISI
1:W'19
THE PURPOSE OF THIS AMENDING PLAT IS TO
CORRECT A SCRIVENER'S ERROR FROM A 20 FOOT
BUILDING LINE TO A 12 FOOT BUILDING LINE.
AMENDING PLAT
"a All,
SEASIDE VILG E T J, 4
7T
!all
PROVIDENCE PnASE 6A tA, f D- 2 VTA�i P F: 0 1 0� E
252
28.201 ACRES
143 RESIDENTIAL LOTS
PROVIDENCE VILLAGE WATER CONTROL AND
IAL LUT
IMPROVEMENT DISTRICT
SITUATED IN THE
CONTACT: CLAY E. CRAWFORD
JAMES BRIDGES SURVEY, ABSTRACT NO. 36
19 BRIAR HOLLOW LANE, SUITE 245
HOUSTON, TEXAS 77027
PROVIDENCE VILLAGE WATER
PHONE (713) 621-3707
CONTROL AND IMPROVEMENT DISTRICT
RECORDING BLOCK
DENTON COUNTY, TEXAS
OWNER: VILLAGES AT PROVIDENCE L.P.,
PETITT B"ARRAZAsi
L.J
A TEXAS LIMITED PARTNERSHIP
jig
GENERAL PARTNER: HMH LIFESTYLES, L.P.
EN,'G1N'EE-.Rmf,4G P-LAO 4C-, U R"K G
A TEXAS LIMITED PARTNERSHIP
FILE NO. 2013-181
GENERAL PARTNER: ZLD PROVIDENCE LLC
A TEXAS LIMITED LIABILITY COMPANY
R.P.R.D.C.T.
CONTACT- ROBERT BETANCUR
300 Municipal Drive Tel. No. (214) 221-9955
VICE-PRESIDENT
218 W. WALL
Richardson, Texas 75080 Fax No. (214) 340-3550
GRAPEVINE, TEXAS 76051
DATE: FEB. 2013 SCALE: 1"=100'
-
PHONE (817) 873-0520
JOB NO. 02042-06A
SHEET 1 OF 2
STATE OF TEXAS
A PA
BEING a tract of land situated in the JAMES BRIDGES SURVEY, ABSTRACT NO. 36, in Denton County, Texas, and being a part of a
called 194.921 acres tract of land described in a deed to Valerian Properties Associates, L.P., recorded in Volume 5329, Page 03880
of the Real Property Records of Denton County, Texas, and being more particularly described as follows:
COMMENCING at a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at the most northwesterly intersection of the west
line of Myers Court (50' right-of-way) and the north line of Waterman Drive (50' right-of-way), said point being part of Harbor
Village at Providence Phase 1, an addition to Denton County, Texas, according to the plot thereof recorded in Cabinet W, Page 390 of
the Real Property Records of Denton County, Texas, thence North 21 degrees 26 minutes 38 seconds East, along the west line of said
Myers Court, a distance of 136.00 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the POINT OF
BEGINNING;
THENCE North 68 degrees 33 minutes 22 seconds West, a distance of 20.80 feet to a 5/8-inch iron rod with cup marked
"PETITT-RPLS 4087" found for the beginning of a tangent curve to the left;
THENCE Westerly, along the tangent curve to the left which has a chord that bears North 81 degrees 57 minutes 14 seconds West for
374.44 feet, a central angle of 26 degrees 47 minutes 44 seconds and a radius of 808.00 feet, for an arc distance of 377.88 feet to
a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve and the beginning of a reverse curve to
the right;
THENCE Westerly, along the reverse curve to the right which has a chord that bears South 87 degrees 40 minutes 46 seconds West
for 104.06 feet, a central angle of 06 degrees 03 minutes 44 seconds and a radius of 984.00 feet, for an arc distance of 104.11 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve;
THENCE North 89 degrees 17 minutes 23 seconds West, a distance of 585.07 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for corner;
THENCE North 01 degree 40 minutes 41 seconds East, a distance of 363.74 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the beginning of a tangent curve to the left;
THENCE Northerly, along the tangent curve to the left which has a chord that bears North 01 degrees 01 minute 03 seconds West for
25.87 feet, a central angle of 05 degrees 23 minutes 29 seconds and a radius of 275.00 feet, for an arc distance of 25.88 feet to
an"X" cut in concrete found for the end of said curve;
THENCE North 03 degrees 38 minutes 09 seconds West, a distance of 38.14 feet too 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the beginning of a non -tangent curve to the right;
THENCE Westerly, along the non -tangent curve to the right which has a chord that bears South 88 degrees 45 minutes 46 seconds
West for 281.88 feet, a central angle of 05 degrees 49 minutes 51 seconds and a radius of 2771.00 feet, for an arc distance of
282.00 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve;
THENCE North 88 degrees 19 minutes 19 seconds West, a distance of 4.74 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for corner;
THENCE North 01 degree 40 minutes 41 seconds East, a distance of 246.28 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for corner;
THENCE South 88 degrees 19 minutes 19 seconds East, a distance of 26.58 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the beginning of a tangent curve to the right;
THENCE Easterly, along the tangent curve to the left which has a chord that bears North 89 degrees 21 minutes 18 seconds East for
139.03 feet, a central angle of 04 degrees 38 minutes 46 seconds and a radius of 1715.00 feet, for an arc distance of 139.07 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the end of said curve;
THENCE North 02 degrees 07 minutes 58 seconds West, a distance of 189.72 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for corner;
THENCE North
"PETITT-RPLS
20 degrees 15 minutes
59 seconds East, a distance of 13.85 feet to a
5/8-inch iron rod with cap
marked
4087" found on the north
line of said Valerian Properties tract and the south
line of a tract of land described
in a
deed to Ronald Bailey Stallings & Michelle
Rogers Stallings recorded in Volume 1436, Page 216 of
said Real Property Records;
THENCE North
89 degrees 18 minutes 06
seconds East, along the north line of said Valerian
Properties tract and the south
line of
said Stallings
tract and along the south
line of a tract of land described in a deed to Ronald Bailey Stallings recorded as
County
Clerk's File Number 95-ROO28005 of said
"PETITT--RPLS
Real Property Records, a distance of 1481.69 feet to
a 5/8-'inch iron rod with cap
marked
4087" set for corner;
THENCE South 18 degrees 30 minutes 54 seconds West, a distance of 229.18 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE Southeasterly, along the non -tangent curve to the right which has a chord that bears South 69 degrees 49 minutes 12
seconds East for 100.51 feet, a central angle of 03 degrees 24 minutes 15 seconds and a radius of 1692.00 feet, for an arc distance
of 100.53 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for the end of said curve;
THENCE South 21 degrees 52 minutes 55 seconds West, a distance of 54.89 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Northwesterly, along the non -tangent curve to the right
which has a chord that bears North 65 degrees 11 minute 53
seconds
West for 29.37 feet, a central angle of 03 degrees 12 minutes 22 seconds and a
radius of 525.00 feet, for an arc distance
of 29.38 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said curve and the beginning of a
compound curve to the left;
THENCE
Northwesterly, along the compound curve to the left which
has a chord that bears
North 67 degrees 29 minutes 50 seconds
West for
64.65 feet, a central angle of 07 degrees 48 minutes 16
seconds and a radius of
475.00 feet, for an arc distance of 64.70
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087"
set for the end of said
curve and the beginning of a curve to the
left;
THENCE
Northwesterly, along the tangent curve to the left which
has a chord that bears
North 71 degrees 36 minutes 21 seconds
West for
11.84 feet, a central angle of 00 degrees 24 minutes 48
seconds and a radius of
1642.00 feet, for an arc distance of 11.85
feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087"
set for the end of said curve;
THENCE South 18 degrees 11 minutes 15 seconds West, a distance of 124.49 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 71 degrees 28 minutes 30 seconds East, a distance of 31.55 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 19 degrees 22 minutes 44 seconds West, a distance of 121.65 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord
that bears South 69 degrees 17 minutes 27
seconds
West for 64.82 feet,
a central angle of 02 degrees 39 minutes 38 seconds and
a radius of 1396.00 feet, for an arc distance
of 64.82
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said curve;
THENCE North 23 degree 03 minutes 56 seconds East, a distance of 20.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 66 degree 56 minutes 04 seconds East, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 23 degree 03 minutes 56 seconds West, a distance of 20.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for the beginning of a non -tangent curve to the right;
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord
that bears South 65 degrees 28 minute 51
seconds
East for 20.82 feet,
a central angle of 00 degrees 51 minutes 17 seconds and
a radius of 1396.00 feet, for an arc
distance
of 20.83
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said non -tangent curve;
THENCE
"PETITT-RPLS
South 24 degree 56 minutes 47 seconds 'Vest, a distance of 50.00 feet
to a 5/8-inch iron rod with cap
marked
4087" set for
the beginning of a non -tangent curve to the left;
THENCE
Northwesterly, along
the non -tangent curve to the left which has a chord that bears North 65 degrees 27 minute 43
seconds
West for
19.18 feet, a central
angle of 00 degrees 48 minutes 59 seconds and a radius
of 1346.00 feet, for an arc distance
of 19.18
feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" set for the end of said
non -tangent curve;
THENCE South 23 degree 03
"PETITT-RPLS
minutes 56 seconds West,
a distance of 10.23 feet to a 5/8-inch iron rod with cap marked
4087" set for
the beginning of a tangent
curve to the right;
THENCE Southwesterly, along
West for 72.59 feet,
the tangent curve to the
right which has a chord that
bears South
29 degrees
01 minute 05 seconds
a central
feet to a 5/8-inch iron
angle of 11 degrees 54
"PETITT-RPLS
minutes 17 seconds and a
radius of 350.00
feet, for an
arc distance of 72.72
rod
with cap marked 4087" set for the end
of said tangent
curve;
THENCE South 34 degree
"PETITT-RPLS
58 minutes 13 seconds West, a distance of 85.08
feet to a 5/8-inch iron
rod with cap marked
4087" set for
the beginning of a tangent
curve to the left;
THENCE Southwesterly, along
West for 70.66 feet, a central
the tangent curve to the
angle 13 degrees 31
left which has a chord that bears South
28 degrees
12 minute 26 seconds
feet to a 5/8-inch iron rod
of
"PETITT-RPLS
minutes 35 seconds and a
radius of 300.00
feet, for an
arc distance of 70.82
with cap marked 4087" set for the end
of said tangent
curve;
THENCE South 21 degree 26
4087"
minutes 38 seconds West,
a distance of 9.73 feet to
a 5/8-inch iron
rod with cap
marked "PETITT-RPLS
set for the beginning
of a non -tangent curve to
the right;
THENCE
Southeasterly, along
the non -tangent curve to the right which has a chord
that bears South 66 degrees 42 minute 21
seconds
East for 21.04 feet,
a central angle of 01 degrees 05 minutes 46 seconds and
a radius of 1100.00 feet, for an arc distance
of 21.04
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said non -tangent curve;
THENCE
"PETITT-RPLS
South 23 degree 50 minutes 32 seconds West, a distance of 50.00 feet
to a 5/8-inch iron rod with cap marked
4087" set for
the beginning of a non -tangent curve to the left;
THENCE
Northwesterly, along
the non -tangent curve to the right which has a chord
that bears North 66 degrees 40 minute 29
seconds
West for 18.95 feet,
a central angle of 01 degrees 02 minutes 03 seconds and
a radius of 1050.00 feet, for an arc distance
of 18.95
feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for the
end of said non -tangent curve;
THENCE
"PETITT-RPLS
South 21 degree 26 minutes 38 seconds West, a distance of 99.95 feet
to a 5/8-inch iron rod with cap marked
4087" set for
corner;
THENCE North 68 degree 33 minutes 22 seconds West, a distance of 50.00 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE South 21 degree 26 minutes 38 seconds West, a distance of 25.00 feet to the POINT OF BEGINNING and containing 28.201
acres of land, more or less.
REVIEWED AND APPR VEDN 2013.
4MAYOR, TOWN OF PROVIDENCE VILLAGE, TEXAS
q
TOWN SECRETARY, TOWN OF PROVIDENCE VILLAGE, TEXAS
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
BY. ZLD PROVIDENCE LLC
A TEXAS LjMfTED) LIABILITY COMPANY, ti 5 GM&
STATE OF TETXAAS
COUNTY OF f3*ELS-§
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED
ROBERT BETANCU , ClS-PRESIDENT OF VILLAGES AT PROVIDENCE L.P., KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME
IS SUBSCRIBED 0 THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIATED.
VEN U ER MY HAND AND SEAL OF OFFICE, THIS .M DAY OF _ t 2013.
UNIM
IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES:
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
LAND SURVEYOR NO. 4087
STATE OF TEXAS §
�S Tr d
��'',
3ER. D...pETtTT, in.
vP CINDYPICKM
My Commission Expireis
December io, 2615
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED
ROBERT D. PETITT 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 IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _ DAY OF 2013.
_ ______ __ __ �rnrru{ JESSICA LEE
NOTAR' UBLIC IN AND FOR THE STATE OF TEXAS. Notary Public, State o#Texas
y- My Commission Expires
MY COMMISSION EXPIRES: �01 _ ""'}'"t December Q6,
UTILITY COMPANY APPROVAL
ELECTRIC & GAS COMPANY:
COSERV I DATE
DATE
PROVIDENCE VILLAGE WATER CONTROL AND
IMPROVEMENT DISTRICT
CONTACT: CLAY E. CRAWFORD
19 BRIAR HOLLOW LANE, SUITE 245
HOUSTON, TEXAS 77027
PHONE (713) 621-3707
OWNER: VILLAGES AT PROVIDENCE L.P.,
A TEXAS LIMITED PARTNERSHIP
GENERAL PARTNER: HMH LIFESTYLES, L.P.
A TEXAS LIMITED PARTNERSHIP
GENERAL PARTNER: ZLD PROVIDENCE LLC
A TEXAS LIMITED LIABILITY COMPANY
CONTACT: ROBERT BETANCUR
ViCE-PRESIDENT
218 W. WALL
GRAPEVINE, TEXAS 76051
PHONE (817) 873-0520
• i • i yrr►#
PROVIDENCE vCLLAGE*%W,
_••r�
COUNTY JUDGE, F44TON COUNTY,
THE PURPOSE OF THIS AMENDING PLAT IS To
CORRECT A SCRIVENERS ERROR FROM A 20 FOOT
BUILDING LINE TO A 12 FOOT BUILDING LINE.
y
� i !
. :.
-X
300 Municipal Drive Tel. No. (214) 221-9955
Richardson, Texas 75050 Fax No. (214) 340-3550
DATE: FEB. 2013 SCALE: 1 "-100'
2013.
; INDa 1 4RROyE ENT DISTRICT
2113.
RECORDING BLOCK