SF0363AA=19'26'20"
ACCESS,
LANDSCAPE & SIDEWALKPUBLICEASEMENT
(LOT 1, BLOCK H)
R=220.000'
DOC.# 2013-1506 D.R.D.C.T.
A
0
ENTRY I LANDSCAPE RESERVE
L=74.64'
GRID COORDINATES
0,0.
&VARIABLE WIDTH PUBLIC
CH=N27'50'05" E 30'x 6V TEMPORARY
WATER & SANI, SEW. ESMT.
N 7100778.997
ACCESS, LANDSCAPE, SIDEWALK
P: 9464549 WA-ri
EASEMENT
C=74.28' Doc. # 2013-88595 O.R.D.C.T.
S 71053'04" E 60.00' ELEV. 591.57 IRF
TEMPORARY TURN AROUND EASEMENT N 59045'18" E 71.13'
IRS Doc. # 2013-88508 O.R.D.C.T.
0 IRS PCR LAND COMPANY, LLC
0 Doc. No. 2008-119029 LOT 2: IRS 0
7 zz&, 7 IRS A= 19'26'20" DRIVEWAY SET BACK= 20'
4 R=280.000' D.R.D.C.T. -11 p
AV 4. "0i -
L=95.00' TRACTA (LOT 11, BLOCK H)
z A\
N 43054'52"
RS CH=S 27050'05" W COMMUNITY OPEN SPACE iz), W
4 VARIABLE WIDTH PUBLIC ACCESS, 147.26'
0
C=94.54'
IRS LANDSCAPE, SIDEWALK EASEMENT
S 78036'03" E 97.69'
(LOT 5, BLOCK G) L2/ ob, * AN,
S 62011'55" E 141.43'
RS
LANDSCAPE RESERVE I TRAIL CORRIDOR N 68010'53" E 2 �0
5 T�
S 51013'27" E
& VARIABLE WIDTH PUBLIC ACCESS, IRS L4 IRS
6' UE 83.44
LANDSCAPE, SIDEWALK EASEMENT 96.95' 49.,54, 51.68 3
0 7 RS ;;,20 N820363811 E- V-
48.14 Z.,
4 N�p- _0
�Jb 4 U.
22 • 63.29' 16
>�6 UE 18.20, 1 R L/
j�u to 0 fe.
14- IV . _WOOOOO<
15' DRAINAGE EASEMENT ---/JV- 15 1-
V
IRS -p
(SEE DETAIL'C') %86.10, N 86047126 t__
C0 V -0 14 IRS PHILLIPS CREEK RANCH, PHASE I
131.50, IRS of IRF
Doc. No. 2012-296
11 IRS 0 116
86.55' 13 65 6 C R.P.R.D.C.T.
rL 1--� '90\\
Qj# 16 91 '4' .20
'V1 21 XI _58, kFil 7 -1- 2
Lo'. VARIABLE WIDTH TEMPORARY 7d 2' SWE S 602552 E
Z�7
SANITARY SEWER EASEMENT �_q
CN (LOT 15, BLOCK A)
DOC.# 2012-8569 D
T) � V .1�1 -156.33'
D.R.D.C.T. H
UE ax 9 10 0 0- LANDSCAPE RESERVE I TRAIL
6' UE
17 7- - 6�89, 2 7 6' UE 3 CORRIDOR & VARIABLE WIDTH
20 6' UE .-, - �4
x 4-9-5 07' '0 PUBLIC ACCESS, LANDSCAPE,
t 2u 'C \ b%" St ;�. - IRF
30() SIDEWALK EASEMENT
10\1 -Ax .0
CP �p "Ir" . ev e
PCR LAND COMPANY, LLC -, ;� - P, __�M 0 01 6 1<3 6�
11 N
.67
C
Doc. No. 2008-119029 0 - 2' SWE J - C38
15
18 ;AV
D.R.D.C.T. ta; 1` \ I . "I'S .0 4
v_ Vc- sr�', lt�j S 30014'42" E
TRACTA 0)1 61�
A 17
cF -) Aff
.26' p a I I 1�� - - 6' U 160.00'
�b VAM ESMT
4 2' SWE tx Aw
V
19 03 1 1 UC 5 PUBLIC ACCESS, LANDSCAPE
0
4 zj% Cp, IRF & SIDEWALK EASEMENT
r I - I
16 /
/-y- IS\ <or0DOC.# 2013-1506 D.R.D.C.T.
-low
A
N S 140�
N
If/
f 3 2 S8111'20, E 56.57'
Irl.15 - SWE
.11k 12
2' SWE 1 2
13/ W CUT OINT 0 EGINNING
X
L24 SCRIBED
IRS 2 1b 1� - - , 1 7 ON WAL
IRS ow 13 'b'
J4 / Tell 01. P.. 1_� GRID COORDINATES
6' UE
14 2' SWE
UF
6' UE
>
1P
13
4
1 S
N 42042'26" W 148.08' 12
N 73000'37" E 14.95' 5
TEMPORARY WATER ESMT.
Doc. # 2013-89071 IRS RS -0
TEMPORARY DRAINAGE ESM[T._______C� 6
Doc. # 2013-88596 O.R.D.C.T.
11 ,0211 10 gOi� �cs �/ �O //O'er /
N 2403858" E 60.00, od., 6>,
IRS 1� 76' UE b j,:
N 65021'02" W 71.29' IRS R 8 ' / j s�
C2 &
N 42036'27" E 121.99' 9 2' SWE cl� *0 16 12
nD
6' UE
1
N 2403858" E 18.83' 2' S
IRS
IRS
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Lo as
10
0 k_2
>
A.
N 42030'25" W
82.57IR5 2
S86:35'13"E�%
s
V io. 74.69'
9 6
VAM ESMT
6' UE
N 27057'57" 7
zo 8 82.00'
CI -A
C2-A
C3-A
C4-A
A=7o26'23"
A--166'2626"
A=7*07'11"
A--180*00'00"
R=375.00'
R=3.09
R=375.00'
R=6.00'
T=24?38'
T=23.48'
T=23.33'
T=INFINITE
L=48.69'
L=8.66'
L=46.60'
L=18.85'
-1p,
04
G2fA 0
Rti
Exe-l".
•
LINE
I BEARING
LENGTH
LI-A
IN42*61*37"W
16.74'
L2-A
I S 42*51 '37" E
20.83'
A 0
t�. 14cci �+5'1 8" W 7100179.270
.;w 8 of
X �2' SWE A iRF E 2464841.621
�p <; f� J16" ELEV. 605.21
N 9
16 '31
2' SWE , 3 19 - 35 5 �-Z7 W
,IV 6% 10
0 3'
1Y
vn,\ L18 6 kp. - 1_1
%p. 12 if w
6' UE -71 "<_1 I S 59�4618
411 0.-'
ti° 13 0> IRF 138.29'
9.
14
PUBLIC ACCESS, LANDSCAPE
4- V, 0, & SIDEWALK EASEMENT
DOC.# 201 j 3-1506 D.R.D.C.T.
yea 2
TI - pr
+
J0. 0 1;4
3 SHERIDAN
2' SWE 25' B/ L26 Dol;.,
No. 2012-272
6' UE -R.P.R.D.C.T.
TEMPORARY 20'
DRAINAGE EASEMENT
DOC.# 2012-17464
D.R.D.C.T. LOT 1,BL!CKI
\>
15' DRAINAGE ESMT.
DOC.# 2012-137297
D.R.D.C.T. A=39'45'1 6"
R=1,460.00'
(LOT 4, BLOCK E)
COMMUNITY OPEN SPACE &
VARIABLE WIDTH PUBLIC ACCESS, IRS 271147.69'
LANDSCAPE, SIDEWALK EASEMENT 4 1. 6 61.5 COMMUNITY
IRS OPEN SPACE
PCR LAND COMPANY, LLC
N 08003'40" E
DOC Na. 2008-119029
D.R.D.C.T. 117.32' IRS . . . . . . . . . . . .
4'
TRACT A f44-9
IR
V
PUBLIC ACCESS, LANDSCAPE
C IRS 0 & SIDEWALK EASEMENT
E CV DOC.# 2013-1506 D.R.D.C.T.
co
fy N 11 `12'49" W 00to >
LU �b
102,14' CV IR9 S _T
IRS S 20050-02 w
113.54' STREET EASEMENT
/'\\\,_15' DRAINAGE ESMT.
LU DOC.# 2012-17462-,,.,,q
-137299 D.R.D.C.T.
N 6102848" W DOC.# 2012
78.33' D.R.D.C.T.
CL IIRS
<
" WI VISTA PARK IRS N 81047f4oll W,//
W
Z 0 Doc. No. 2012-294
ftft ..
Lu
u_ I CL LEGEND R.P.R.D.C.T. N11 &=60003'46" p/y/tt/p .9.4-11 IRS
W IRF * ------ 5/8"IRON ROD FOUND DO, (p
0 R=215.50' IV6.2012
ry iRsO ------ 5/8" IRON ROD SET 11C 4,'q &,D
L=225.91 '1� -294 Q
z CL vAm ------ VISIBILITY, ACCESS AND MAINTENANCE CH=N 78045'12'4
3: IV -
a WME ------ WALL MAINTENANCE EASEMENT C=21 5.70'
PWME ------ PRIVATE WALL MAINTENANCE EASEMENT NOTES:
04 co U.1 SWE ------ SIDEWALK EASEMENT
W
zr X
0) ------ OPEN SPACE - NON RESIDENTIAL LOT 1. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION 6. FENCING ALONG OPEN SPACE NON RESIDENTIAL LOTS SHALL COMPLY WITH THE
m
m S APPLY- OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHOL
E ------ KEY LOT (FENCING RESTRICTION DING OF PD-202 ZONING REQUIREMENTS,
REFER TO ZONING ORDINANCE) UTILITIES AND BUILDING PERMITS. 7. FRONT ENTRY GARAGES SHALL SET BACK FIVE-FOOT (6) FROM THE FRONT OF THE
------ REQUIRE OPEN SIDE FENCING (SEE NOTE 6) 2. NO FLOODPLAIN EXISTS ON THE SITE. BUILDING FACADE OR A MINIMUM OF 25-FEET FROM THE PROPERTY LINE. DRIVEWAY
O
n. UE ------ UTILITY EASEMENT 3. ZONING: PD-202-SF-10/SF-8.51SF-7 PAVEMENT AND GARAGE DOOR TREATMENT SHALL COMPLY WITH PD-202 STANDARDS.
i6I ay 4. SIDEWALKS AND/OR TRAILS ALONG LONE STAR RANCH PARKWAY AND STONEBROOK 8. DEVELOPMENT STANDARDS OF THIS PLAT SHALL COMPLY WITH ZONING ORD. 11-04-09
cs BL ------ BUILDING LINE PARKWAY WERE CONSTRUCTED BY THE CITY OF FRISCO AS PART OF THE TEXAS 9. PLACEMENT OF STREET TREES SHALL NOT INTERFERE WITH THE PLACEMENT OF
ca N
.4 ------ DENOTES ZERO LOT LINE TRANSPORTATION ENHANCEMENT GRANT. GRANT REFERENCE No. CSJ-0918-46-260. TRAFFIC CONTROL DEVICES OR VISIBILITY AT INTERSECTIONS. EXISTING AND FUTURE
ct
o 0,4 ------ DENOTES COMMON ZERO SIDE WITH 10' BLDG, 5, ALL OPEN SPACE / NON RESIDENTIAL LOTS (DESIGNATED BY AN ASTERISK) SHALL BE TRAFFIC CONTROL DEVICES MAY REQUIRE THE REMOVAL OR PRECLUDE THE PLANTING
SEPARATION OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. SCREENING WALLS SHALL OF STREET TREES.
D.R.D.C.T.---DEED RECORDS OF DENTON COUNTY, TX BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. WALL MAINTENANCE EASEMENTS 10. THE REQUIRED HOA LANDSCAPE EDGE ALONG STONEBROOK PARKWAY AND LONE
Lu
O.R.D.C.T; --- OFFICIAL RECORDS OF DENTON COUNTY, TX SHALL BE UTILIZED FOR MAINTENANCE OF THESE WALLS. STAR RANCH PARKWAY SHALL NOT BE ENCUMBERED BY ANY UTILITIES.
<
00
L= I,U 10-V I
CH=S 3952'40" W
C=992.81'
N
0 50 100 150 200
Lew. Ln
SCALE IN FEET
SCALE: 1"=100'
BASIC OF BEARINGS:
NAD 1983, TEXAS NORTH CENTRAL ZONE 4202
BASED ON CITY OF FRISCO CONTROL MONUMENTS
NU1vIbt:KZ> 14 4a.40
11
STORM SEW. &
SANI. SEW. ESMT.
S87'08'44"E
Sao 85.06'
A--3 '38'03"
R=60.00, --44*42-24"
L=32.08' A
C=31.70' R=65.00
CB=N11*41'10"W L=50.72'
C=49.44'
Co CB=S07*28'16"W
_4k�
/4
4Qj ,
O
DETAIL'13'
SCALE: 1"=100'
CURVETABLE
CURVE
DELTA
RADIUS
L
C B
C
C1
1045'32"
280-00'
8.59'
N72'10'51'W
8.59'
C2
6*4429"
'2 2 0. _00'
25.88!
N6105W48"W
25.87'
C3
37-23'05"
250.00-
163.12'
S46-39'30"E
160.24'
C4
19044'00"
299.00'
102.98'
S37049'57"E
102.47'
C5
55*01'17"
250.00'
240.08'
S75012'35"E
230.96'
C6
24029'19"
730.00'
312.01'
N65002'Or'E
309.64'
C7
1203925"
1565.94�
345.92'
N46*2746E
345.22' 1
C8
7*00'20"
900.00'
110.04'
S43038'13"W
109.97'
C9
31*40'36"
250.00'
138.22' I
S62058'40"W
136.46'
CIO
19*0341"
300.00'
99-80'
N69017'08"E
99.35'
C11
90000'00"
50.00'
78,54'
N14045*18"E
70.71'
C12
34?46!43"
250.09
151.76
S42002'19'W
149..43'
C13
14041'58"
400.00'
102.62'
N52*04'42-E
102.34'
C14
62*2345"
50.00'
54.46
S7505535W
51.80'
C15
14*01'04"
500.00'
122.33'
S64002'36W
122.02'
C16
26019W
386.06'
177.34,
N5705325"E
175.78-
C17
36"26'09"
250.0V
158.98'
N26030'39"E
156.32'
C18
41*59'16"
250.00'
183.21'
N26008'4.4"E
179.13'
C19
78*15'39"
50.00'
68.30'
S44*16'56"W
63.1 V
C20
23039'27"
605.09
249.81'
N71035'01"E
248.04'
C21
16-37-42"
0.00-
87.07'
N51-262-PE
86.76'
C22
16*3742"
250.00'
72.55'
S51'2627nW
72,30'
C23
5000'00"
1200.00'
104.72'
S2800419"E
104.69
C24
88*17'13"
45.00'
69.34'
1 S1803417"W
62.68'
C25
1 25-09'38"
250-00'
109.78'
1 N50008'04"E
108.90'
C26
19026'20"
250.09
84-8Z
N27050'05!'E
84.41'_
C27
126028'39"
60-00'
132.45!
S37039'59'W
107.15'
C28
48025'04"
t 20.00'
16.90'
N76041'47"E
16.40'
C29
87021'35"
20.00'
30.49'
S1800628"W
27.63'
C30
3405221"
20.00'
12.17'
N27017'32'E
11.99,
C31
12105935"
60.00'
127.75!
S70051'09"W
.95'
C32
24043'29"
20.00'
8.63'
S60030'48"E
8.56'
C33
87*48'69'
60-00'
91.96
N28058'03"W
83.
C34
18'56'58"
280.00'
92-61Y
N24024'56'E
92.18'
C35
34"1331"
220-00'
131.42'
N27*28'10"E
129,47'
C36
27008'29"
30.00'
14.21'
N0301Z500W
14.08'
C37
12203716"
65.00'
139.12'
S44031'58"W
114.05'
C38
24*18'28"
30.00'
12.73'
S86o18'13"E
12.63'
C39
119*33'19"
60.00'
125.20'
N00*0121"W
103.69'
C40
29033'18!'
30.00'
15-47'
S4500121"E
15.30'
C41
1 78'151391,
20.00'
27.3Z
S44016'56"W
25.24!
C42
90-00,00"
20.00
31.42
N14-45-18"E
28.28'
C43
6202345"
20.00'
21.78'
S7505535'W
20.72'
C44
100*07'00"
40.09
69.89'
N22049'OZ'W
61.34'
C45
1004521"
411.50'
77.25'
N48o14'18"W
77.14'
C46
10*45'21"
1 300.00'
56.32'
N48014118"W
56.23'
C47
1004521"
300.00'
56.3Z
N37-2857"W
562T
10045'21"
41 1.5V
77.25'
S37028'57"E
77.14'
90000'00"
15.00'
23.56'
N75*14'42'W
21.21'
70*40'35"
15-00'
18.5V
S78-1 1'55"E
17.36
LINE TABLE
LINE
BEARING
LENGTH
Ll
N 37033'15" E
23-90'
L2
S 37033'15" W
23.90'
L3
N 62058'27" E
74.25'
L_4
SVv 344 -
- .95'
L5
N 240385VE
2,20'
L6
N 47*08'23" E
30.18'
L8
N 59-45'18" E
32.15'
L9
S 48'50'5T'E
7,04,
L10
N 14*25'41" E
14.14'
L11
S 75*34'19" E
14.14'
L12
S 0305825" E
15.57'
L13
S 88*29'IT'E
13.99'
L14
N 14044'53" E
26.16'
L15
S 75014'42" E
35.36'
L16
I IN 12-37-27- E
14.66'
L17
N 05*18'54"E
17.88'
L18
S 86021'33�'E
14.61'
N 0103847" E
14.26'
_L19
L20
S, 75014'4ZE
14.14'
L21
N 13059'51"W
13.9Z
L22-
S 75027'57" E
20.27'
L23
N 14032'03" E
14.75'
L24
S 89003'57" E
13.84'
L25
S 0103326" W
14.29'
L26
N86012'02'W
21.63'
L27
S88*2859"E
13,99'
L28
S01028*42"W
35.76'
129
1 N5401181 IZ'E
20.00'
DETAILW
SCALE V--50'
N24*38'58"E 21.21'
IV STORM SEW. ESMT.
15' DRAINAGE ESMT.
Doc. # 2013-88594 O.R.D.C.T. / /V -S20*21'02"E
51 80'
6L_gE
N20*21'02"'A X_j
65.43'
CO
A--19*02'00"
C0 QD R=60.00' Cl-C
L=1 9.93 A=6*36*45.-
5 T=1 0.06' R=207.50'
24.8 T=1 1.99,
A--1 4*34'00"
R=60.00'
L=1 5.25' C2-C
T=7.67' A--253'20"
R=192.50'
T -4.85'
"
N24'38'58 A L--9.71'
23.73,
7--
DETAIL'C'
6 SANI. SEW. ESMT\ SCALE: 1"=50'
W N RSE
at PHILLIPS CREEK RANCH
AN ADDITION TO THE CITY OF FRISCO,
DENTON COUNTY, TEXAS
44.612 ACRES SITUATED IN
THE DAVID E. LAWHORN SURVEY, ABSTRACT No. 727
90 RESIDENTIAL LOTS & 7 HOA LOTS
CITY PROJECT NUMBER: FP13 - 0016
Ova,qEk
_R_P_G / PCTrZ.- DEVELOPMENT
COMPANY 11, LLC 15
8401 NORTH CENTRAL EXPRESSWAY
SUITE 350 - DALLAS, TEXAS 75225 M, <
TEL. 214-292-3410 FAX 214-292-3411
0
z
PREPARED/SURVEYED BY: z, u 7-,err U 1' 5
z
/ i
n
HU
Huift-Zollars, Inc. alias
1717 McKinney Avenue, Suite 1400, Dallas, TX 75202
Phone (214) 871-3311 Fax (214) 871-0757
D
JULY, 2013 SHEET I OF 2
2
PROJECT NUMBER - 01399428
BEING a tract of land situated in the David E. Lawhom Survey, Abstract No. 727, City of Frisco, Denton County, Texas and being all of that tract of land described as Tract
A in instrument to RPG/PCR Development Company 11, LLC as recorded in Document No. 2013-16913 of the Real Property Records, Denton County, Texas
(R.P.R.D.C.T.) and being more particularly described as follows;
BEGINNING at a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the intersection of the southwesterly right-of-way line of Stonebrook Parkway (a variable
width right-of-way) as recorded in Document No. 2009-101119 (D.R.D.C.T.) and the westerly right-of-way line of Lone Star Ranch Parkway (a variable width right-of-way)
as recorded in 2013-175 (R.P.R.D.C.T.);
THENCE along the westerly right-of-way line of Lone Star Ranch Parkway the following;
South 59 degrees 45 minutes 18 seconds West a distance of 160.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars";
South 55 degree`s 56 minutes 27 seconds West a distance of 150.33 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars";
South 59 degrees 45 minutes 18 seconds West a distance of 138.29 feet to a 518 inch iron rod found with plastic cap stamped "Hunt-Zollars" at the beginning of a
curve to the left having a delta angle of 39 degrees 45 minutes 16 seconds, a radius of 1,460.00 feet, being subtended by a chord which bears South 39 degrees 52
minutes 40 seconds West, a distance of 992.81 feet;
Along said curve to the left an arc length of 1,013.01 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE departing the westerly right-of-way line of said Lone Star Ranch Parkway, North 81 degrees 47 minutes 40 seconds West a distance of 149.41 feet to a 5/8 inch
iron rod set with plastic cap stamped "Hunt-Zollars" at the beginning of a non -tangent curve to the right having a delta angle of 60 degrees 03 minutes 46 seconds, a radius
of 215.50 feet, being subtended by a chord which bears North 78 degrees 45 minutes 12 seconds West, a distance of 215.70 feet;
THENCE along said curve to the right an arc length of 225.91 feet to a 518 inch iron rod set with plastic cap stamped "Huift-Zollars" at the end of said curve;
THENCE North 37 degrees 29 minutes 15 seconds West a distance of 271.77 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a
non -tangent curve to the right having a delta angle of 01 degrees 45 minutes 32 seconds, a radius of 280.00 feet, being subtended by a chord which bears North 72
degrees 10 minutes 51 seconds West, a distance of 8.59 feet;
THENCE along said curve to the right an are length of 8.59 feet to a 5/8 inch iron rod set with plastic cap stamped "HuittZollars" at the end of said curve;
THENCE South 20 degrees 50 minutes 02 seconds West a distance of 113.54 feet to a 5/8 inch iron rod set with plastic cap stamped "Hunt-Zollars";
THENCE South 76 degrees 34 minutes 34 seconds West a distance of 140.05 feet to a 5/8 inch iron rod set with plastic cap stamped "Hunt-Zollars';
THENCE North 28 degrees 31 minutes 12 seconds East a distance of 140.73 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE North 61 degrees 28 minutes 48 seconds West a distance of 78.33 feet to a 5/8 inch iron rod set with plastic cap stamped "HuittZollars";
THENCE South 28 degrees 31 minutes 12 seconds West a distance of 204.80 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 11 degrees 12 minutes 49 seconds West a distance of 102.14 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 08 degrees 03 minutes 40 seconds East a distance of 117.32 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 27 degrees 57 minutes 57 seconds West a distance of 182.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 42 degrees 30 minutes 25 seconds West a distance of 82.57 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 18.83 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE North 42 degrees 36 minutes 27 seconds East a distance of 121.99 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt Zollars" at the beginning of a
non tangent curve to the left having a delta angle of 06 degrees 44 minutes 29 seconds, a radius of 220.00 feet, being subtended by a chord which bears North 61 degrees
58 minutes 48 seconds West, a distance of 25.87 feet;
THENCE along said curve to the left an are length of 25.88 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE North 65 degrees 21 minutes 02 seconds West a distance of 71.29 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 60.00 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 73 degrees 00 minutes 37 seconds East a distance of 14.95 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 42 degrees 42 minutes 26 seconds West a distance of 148.08 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 780.28 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE South 52 degrees 26 minutes 45 seconds East a distance of 154.97 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt Zollars";
THENCE North 37 degrees 33 minutes 15 seconds East a distance of 23.90 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a
curve to the left having a delta angle of 19 degrees 26 minutes 20 seconds , a radius of 220.00 feet, being subtended by a chord which bears North 27 degrees 50 minutes
05 seconds East, a distance of 74.28 feet;
THENCE along said curve to the left an arc length of 74.64 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE South 71 degrees 53 minutes 04 seconds East a distance of 60.00 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a
non -tangent curve to the right having a delta angle of 19 degrees 26 minutes 20 seconds, a radius of 280.00 feet, being subtended by a chord which bears South 27
degrees 50 minutes 05 seconds West, a distance of 94.54 feet;
THENCE along said curve to the right an arc length of 95.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE South 37 degrees 33 minutes 15 seconds West a distance of 23.90 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 62 degrees 11 minutes 55 seconds East a distance of 141.43 feet to a 5/8 inch iron rod set with plastic cap stamped ."Huitt: Zollars";
THENCE North 62 degrees 58 minutes 27 seconds East a distance of 74.25 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 88 degrees 13 minutes 41 seconds East a distance of 96.95 feet to a 5/8 inch iron rod set with plastic cap stamped "HuiittZollars";
THENCE South 78 degrees 36 minutes 03 seconds East a distance of 97.69 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 72 degrees 52 minutes 32 seconds East a distance of 218.20 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 51 degrees 13 minutes 27 seconds East a distance of 51.68 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 86 degrees 47 minutes 26 seconds East a distance of 131.50 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 82 degrees 35 minutes 38 seconds East a distance of 63.29 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 68 degrees 10 minutes 53 seconds East a distance of 83.44 feet to a 5/8 inch iron rod set with plastic cap stamped "HuittZollars";
THENCE North 59 degrees 45 minutes 18 seconds East a distance of 202.72 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 43 degrees 54 minutes 52 seconds East a distance of 147.26 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 59 degrees 45 minutes 18 seconds East a distance of 71.13 feet to a 518 inch iron rod set with plastic cap stamped "Huift-Zollars" on
the southwesterly right-of-way line of the aforementioned Stonebrook Parkway;
THENCE along the southwesterly right-o€-way line of Stonebrook Parkway the following;
South 30 degrees 14 minutes 42 seconds East a distance of 315.20 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 26 degrees 25 minutes 52 seconds East a distance of 150.33 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 30 degrees 14 minutes 42 seconds East a distance of 160.00 feet to a 5/8 inch iron rod set with plastic cap stamped "HuittZollars";
South 14 degrees 45 minutes 30 seconds West a distance of 56.57 feet to the POINT OF BEGINNING and containing 44.612 Acres of land,
more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT RPG/PCR DEVELOPMENT COMPANY 11, LLC ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICERS, DOES
HEREBY CERTIFY AND ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS WINDROSE AT PHILLIPS
CREEK RANCH, AN ADDITION TO THE CITY OF FRISCO, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER, THE STREETS
AND ALLEYS SHOWN THEREON. THE RPG/ PCR DEVELOPMENT COMPANY 11, LLC DOES HEREIN CERTIFY THE FOLLOWING:
1. THE STREETS AND ALLEYS ARE DEDICATED IN FEE SIMPLE FOR STREET AND ALLEY PURPOSES.
2. ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND/OR ENCUMBRANCES.
3. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, AND CREATED BY THIS PLAT, ARE DEDICATED FOR THE PUBLIC USE 3
FOREVER FOR THE PURPOSES INDICATED ON THIS PLAT.
4. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS SHALL 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 FRISCO.
5. THE CITY OF FRISCO IS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS
CAUSED BY MAINTENANCE OR REPAIR.
6. UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING
TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC
UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF FRISCO'S USE THEREOF.
7. THE CITY OF FRISCO AND PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR 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 THE EASEMENTS.
8. THE CITY OF FRISCO AND PUBLIC UTILITIES SHALL AT ALL TIMES 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.
P. ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF PLAT AND APPROVED BY THE CITY OF FRISCO.
THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF
FRISCO, TEXAS.
WITNESS, MY HAND, THIS THE 40101
_ _ DAY OF _._., 2013
VISIBILTY, ACCESS AND MAINTENANCE EASEMENT {VAM)
THE AREA OR AREAS SHOWN ON THE PLAT AS ""VAM" (VISIBILITY, ACCESS, AND MAINTENANCE) EASEMENTS(S) ARE HEREBY
GIVEN AND GRANTED TO THE CITY OF FRISCO (CITY), IT SUCCESSORS AND ASSIGNS, AS AN EASEMENT TO PROVIDE
VISIBILITY, RIGHT OF ACCESS, AND MAINTENANCE UPON AND ACROSS SAID VAM EASEMENT. THE CITY SHALL HAVE THE
RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN ALL LANDSCAPING WITHIN THE VAM EASEMENT. SHOULD THE CITY
EXERCISE THIS MAINTENANCE RIGHT IT SHALL BE PERMITTED TO REMOVE AND DISPOSE OF ANY AND ALL LANDSCAPING
IMPROVEMENTS, INCLUDING WITHOUT LIMITATION, ANY TREES, SHRUBS, FLOWERS, GROUND COVER, STRUCTURE AND/OR
FIXTURES. THE CITY IN ITS SOLE DISCRETION MAY WITHDRAW MAINTENANCE OF THE VAM EASEMENT AT ANY TIME. THE
ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST WITH THE PROPERTY OWNER(S). NO
BUILDING, FENCE, WALL, SCREEN, BERM, SIGN; PARKING STALL, DRIVE, AISLE, DRIVEWAY, HEDGE, SHRUB, TREE OR OTHER
IMPROVEMENTS OR GROWTHS, WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE VISIBILITY, SHALL BE
CONSTRUCTED IN, ON, OVER OR ACROSS THE VAM EASEMENT. THE CITY SHALL ALSO HAVE THE RIGHT, BUT NOT THE
OBLIGATION, TO ADD ANY LANDSCAPE IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT ANY TRAFFIC CONTROL DEVICES
OR SIGNS ON THE VAM EASEMENT AND TO REMOVE ANY OBSTRUCTION THEREON. THE CITY, ITS SUCCESSORS, ASSIGNS,
OR AGENTS SHALL HAVE THE RIGHT AND PRIVILEGE AT ALL TIMES TO ENTER UPON THE VAM EASEMENT OR ANY PART
THEREOF FOR THE PURPOSES AND WiTH ALL RIGHTS AND PRIVILEGES SET FORTH HEREIN.
0-W-0,0►1FIr729091it ►l�ii
THE STATE OF TEXAS §
COUNTY OF DENTON §
CITY OF FRISCO §
THIS ` ♦ IS HEREBT ADOPTED R
`! iI !
THE FOLLOWING CONDITIONS♦ !ING UPON THE OWNERS,` HEIRS, GRANTEES, SUCCESSORS
AND ASSIGUS:
RPG/PCR DEVELOPMENT COMPANY 11, LLC, A TEXAS LIMITED LIABILITY COMPANY THE AREA OR AREAS SHOWN ON THE PLAT AS "DRAINAGE EASEMENT" SHALL REMAIN UNIMPROVED AT ALL TIMES AND BE
MAINTAINED BY THE OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY, OR ADJACENT TO THE SAID DRAINAGE
BY: RJM/CELINA 11, L.P., A TEXAS LIMITED PARTNERSHIP, ITS MANAGER EASEMENT. THE AREA WITHIN THE DRAINAGE EASEMENT IS SUBJECT TO STORM WATER OVERFLOW AND BANK EROSION
TO AN EXTENT THAT CANNOT BE DEFINED. THE CITY SHALL NOT BE HELD LIABLE FOR ANY DAMAGES OF ANY NATURE
BY: RJM/CELINA 11 GP, INC., A TEXAS CORPORATION, ITS GENERAL PARTNER RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA. THE CITY WILL NOT BE RESPONSIBLE FOR THE
MAINTENANCE AND OPERATION OF THE DRAINAGE EASEMENT OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON
THAT RESULTS FROM THE FLOW OF WATER WITHIN THE DRAINAGE EASEMENT. NO OBSTRUCTION TO THE NATURAL FLOW
BY: OF STORM WATER SHALL BE PERMITTED BY CONSTRUCTION OF ANY TYPE WITHIN THE DRAINAGE EASEMENT UNLESS
.TAKE WAGNER, Vi P sident APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. EACH PROPERTY OWNER SHALL KEEP THE PORTION OF THE
DRAINAGE EASEMENT TRAVERSING OR ADJACENT TO HIS PROPERTY CLEAN AND FREE OF DEBRIS, SILT, AND ANY
MATERIALS THAT WOULD RESULT IN UNSANITARY CONDITIONS, OR OBSTRUCT THE FLOW OF WATER. THE CITY SHALL
HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE
WORK BY THE PROPERTY OWNER. PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES
NECESSARY FOR THE CITY OF ERECT OR CONSIDER ERECTING ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO
NOTARY BLOCK IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY STREETS AND ALLEYS IN OR ADJACENT TO THE
SUBDIVISION, THEN iN SUCH EVENT, THE CITY SHALL HAVE THE RIGHT TO ENTER UPON THE DRAINAGE EASEMENT AT ANY
STATE OF TEXAS ; POINT, OR POINTS, TO INVESTIGATE, SURVEY OR TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED
COUNTY OF DALLAS § NECESSARY FOR DRAINAGE PURPOSES. THE NATURAL DRAINAGE THROUGH THE DRAINAGE EASEMENT, AS IN THE CASE
OF ALL NATURAL CHANNELS, ARE SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION TO AN EXTENT
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY WHICH CANNOT BE DEFINITELY DEFINED. BUILDING AREAS OUTSIDE THE DRAINAGE EASEMENT LINE SHALL BE FILLED TO
APPEARED JAKE WAGNER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED A MINIMUM ELEVATION AS SHOWN ON THE PLAT. THE MINIMUM FLOOR ELEVATION FOR EACH LOT SHALL BE AS SHOWN
TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES ON THE PLAT.
AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF _ , 2013. -
tK }t37 Sc{5 21� }2.ble t -Jqc> a
r
HEATHER PAUZER
-r l� f Ion`) CERTIFICATE OF APPROVAL
CSTA BLIC, ATE OF TEXAS _ 1 E I {� .{ l
_*_ ``�*` MY COMMISSION EXPIRES �� I 'Dt Z- � / � !
'*r" Au qst 31, 24i6 G "1 1 `"1 '
7t�t 301 r
i �$ O 6)) I E b� APPROVED T S DAY OF .a(1 , 2013 BY THE PLANNING
ZO NG MISSION OF THE CITY OFtrRISCO, TEXAS.
SURVEYOR'S CERTIFICATE 41g y S 0 e# LA COMMISSION CHAIRPERSON
KNOW ALL MEN BY THESE PRESENTS. k t�- } } 1 +> , In lO t` _ f� _- P IN OMMISSION SECRETARY
THAT 1, ERIC J. YAHOUDY DO HEREBY CERTIFY THAT I PREPARED THIS PLAT AND THE FIELD NOTES MADE A PART _3) 131o"1 o ( g 13 3 -r.S t
THEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON j'�`�+-I) �-} 13 t353`3 o
WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF b) t 3 Z i5 13 oTg .
THE CITY OF FRiSCO, TEXAS. �) 131 Z-(,
DATED THIS THE - DAY OF ` 20 3. O a, . $"� O } tea `� le I ' ID
1 `t ! 3
aoo►•a I� �3 {{ /f 111 FINAL PLAT
ERIC JOHN YAHOU Y
S E
-1
1,5
ERIC J. YAHOUDY,"*�i�agO` 1 t } 1�7�3 ag I
r '' '�vas� � t 5 58 (, WINDR
IL-t 31 �� 12�ta t�� 4 ` �
REGISTERED PROFESSIONAL LAND SURVEYOR, TEXAS REGISTRATION No. 4862 �� �-'} H RANCH
Z$ 5 t`I `t I S f s 4) t 3 5° at i
AN ADDITION TO THE CITY OF FRiSCO,
2 c 3 Z�`� ` a 1 DENTON COUNTY TEXAS
NOTARY BLOCK `?� S`�I� j� 1"t-� s
l 44.612 ACRES SITUATED IN
STATE OF TEXAS § �) � � � - THE DAVID E. LAWHORN SURVEY, ABSTRACT No. 727
tSBt
COUNTY OF DALLAS § I D Q> 2-0 t `
S 90 -2-0 1,16c� 2--l'
RESIDENTIAL_ LOTS & ? HOA LOTS
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY C 0 42, 4
APPEARED ERIC J. YAHOUDY, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME 1S SUBSCRIBED
TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF , 2013.
EYSTER
NN.
AR UBL C, ST EXAS ` USAo.
MY COMMISSION EXPIRES
? . ; Ma h6,24t6
a
11=19'26'20" PUBLIC ACCESS,
R=220.000' LANDSCAPE & SIDEWALK EASEMENT (LOT 1, BLOCK H)
DOC.# 2013-1506 D.R.D.C.T. ENTRY / LANDSCAPE RESERVE
L=74.64' & VARIABLE WIDTH PUBLIC
GRID COORDINATES
30'x 60' TEMPORARY 5y zz- ACCESS, LANDSCAPE, SIDEWALK
CH=N27'50'05" E \t'
WATER & SANI. SEW. ESMT. N 7100778.997 10
Doc. # 2013-88595 O.R.D.C.T. :n EASEMENT
C=74.28' E 2464549.835 Doc. No. 2013-220
S 71053'04" E 60.00' ELEV. 591.57 IRF 7,A
IRS TEMPORARY TURN AROUND EASEMENT N 59045'18" E 71.13'
;.9 IRS Doc. 2013-88508 O.R.D.C.T. I 'p
PCR LAND COMPANY, LLC \ A
0 00, IRS A=19026'20" Doc. No. 2008-119029 LOT 2: IRS 0
sz), R=280.000' D.R.D.C.T. DRIVEWAY SET BACK= 20' (p z \1; 0"
L-=g- 5.00' TRACT A (LOT 11, BLOCK H)
\cp
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RS CH--S 27*50'05" W 4\
0. P"
IR 1z' 4 VARIABLE WIDTH PUBLIC ACCESS, 147.26' . x
1 01 IRS C=94.54' LANDSCAPE, SIDEWALK EASEMENT 'kv�
(LOT 5, BLOCK G) S 78036'03" E 97.69' Doc. No. 2013-220
LANDSCAPE RESERVE It TRAIL CORRIDOR
S S 62011'55" E 141.43't a,
& VARIABLE WIDTH PUBLIC ACCESS, *5 N 68010'53" E 2"\ --
LANDSCAPE, SIDEWALK EASEMENT all IRS L4 S 5101327" E - .0
Doc. No. 2013-220 6' UE IRSti\
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R=3.00'
R=375.00'
R=6.00'
T=24?38'
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L=48.69'
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6
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SANITARY SEWER EASEMENT CV 79. 10
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8
DOC.# 2012-8569 D.R.D.C.T.
Z3 6' UE (LOT 15, BLOCK A)
6' UE 4. C) CA t-J- 0 6, U 15 .0.5*
-9,000, UE z LANDSCAPE RESERVE /TRAIL
17 7 *11 0. b- uh 3
20 41- 6' UE CORRIDOR & VARIABLE WIDTH
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82.57
N 27-5757" W 3 6' UE
182.00'
15' DRAINAGE ESMT.
DOC.# 2012-137297
D.R.D.C.T, A=39*45'1 6"
R=1,460.00'
(LOT 4, BLOCK E)
COMMUNITY OPEN SPACE &
VARIABLE WIDTH PUBLIC ACCESS, \ V -
LANDSCAPE, SIDEWALK EASEMENT IRS 147.6
Doc. No. 2013-220 4 COMMUNITY
PCR LAND COMPANY, LLC IRS OPEN SPACE
DOC No. 2008-119029 N 08003'40" E IRS 68-846'
0
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coo TRACT A <Ct 144.94'
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N 11012'49" W $OWN%
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102.14(V IR -1603N
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DRAINAGE ESMT.
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W
g 78.33' D.R.D.C.T.
LU IRS
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w 0 R.P.R.D.C.T. A=60003'46" 41, IRS
0 (a IRF* ------ 5/8"IRON ROD FOUND
0 m R=215.50' 00C,No. (4"'
ne IRS 0 ------ 5/8" IRON ROD SET
a L=225.91 201-241C W
A
Z CL
VAM ------ VISIBILITY, ACCESS AND MAINTENANCE
CH=N 78045'12'/VV/'
CL WME ------ WALL MAINTENANCE EASEMENT C=215.70'
f6 IL PWME PRIVATE WALL MAINTENANCE EASEMENT
00 W SWE ------ SIDEWALK EASEMENT NOTES:
(N C�
It X
------ OPEN SPACE -NON RESIDENTIAL LOT
1. NOTICE* SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION
ce) 6. FENCING ALONG OPEN SPACE NON RESIDENTIAL LOTS SHALL COMPLY WITH THE
T- E** ------ KEY LOT (FENCING RESTRICTIONS APPLY- OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHOLDING OF PD-202 ZONING REQUIREMENTS.
C, as REFER TO ZONING ORDINANCE) UTILITIES AND BUILDING PERMITS.
6� 1- 7. FRONT ENTRY GARAGES SHALL SET BACK FIVE-FOOT (6) FROM THE FRONT OF THE
C) ------ REQUIRE OPEN SIDE FENCING (SEE NOTE 6) 2, NO FLOODPLAIN EXISTS ON THE SITE.
CL BUILDING FACADE OR A MINIMUM OF 25-FEET FROM THE PROPERTY LINE. DRIVEWAY
UE ------ UTILITY EASEMENT 3. ZONING: PD-202-SF-10/SF-8.5/SF-7/PH PAVEMENT AND GARAGE DOOR TREATMENT SHALL COMPLY WITH PD-202 STANDARDS.
4. SIDEWALKS AND/OR TRAILS ALONG LONE STAR RANCH PARKWAY AND STONEBROOK
0 BL ------ BUILDING LINE 8. DEVELOPMENT STANDARDS OF THIS PLAT SHALL COMPLY WITH ZONING ORD. 11-04-09
ca C14 PARKWAY WERE CONSTRUCTED BY THE CITY OF FRISCO AS PART OF THE TEXAS 9. PLACEMENT OF STREET TREES SHALL NOT INTERFERE WITH THE PLACEMENT OF
------ DENOTES ZERO LOT LINE TRANSPORTATION ENHANCEMENT GRANT. GRANT REFERENCE No. CSJ-0918-46-260. TRAFFIC CONTROL DEVICES OR VISIBILITY AT INTERSECTIONS. EXISTING AND FUTURE
------ DENOTES COMMON ZERO SIDE WITH 10'BLDG. 5. ALL OPEN SPACE / NON RESIDENTIAL LOTS (DESIGNATED BY AN ASTERISK) SHALL BE TRAFFIC CONTROL DEVICES MAY REQUIRE THE REMOVAL OR PRECLUDE THE PLANTING
z SEPARATION OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. SCREENING WALLS SHALL OF STREET TREES.
D.R.D.C.T.---DEED RECORDS OF DENTON COUNTY, TX BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. WALL MAINTENANCE EASEMENTS 10. THE REQUIRED HOA LANDSCAPE EDGE ALONG STONEBROOK PARKWAY AND LONE
O.R.D.C.T.--OFFICIAL RECORDS OF DENTON COUNTY, TX SHALL BE UTILIZED FOR MAINTENANCE OF THESE WALLS. STAR RANCH PARKWAY SHALL NOT BE ENCUMBERED BY ANY UTILITIES.
0 a
L=1,0I3.01
CH=S 39*52'40" W
C=992.81'
N
0 50 100 150 200
SCALE IN FEET
SCALE: 1"=100'
BASIC OF BEARINGS:
NAD 1983, TEXAS NORTH CENTRAL ZONE 4202
BASED ON CITY OF FRISCO CONTROL MONUMENTS
NUMBERS 11 & 23
11
STORM SEW &
SANI. SEW. ESMT.
S87*08'44"E
85.06'
A=30*38'03"
R=60.00:
---44*42
Z""
A '24'
L=32.08
C=31.70' R=65.00
z'
CB=N11'41'10-W L=50.72'
A
4
C=49.4-4'
CB=S07*28'1 6"W
P4 A
use ! rev
'14 41
0 DETAIL'S'
SCALE: 1"=1001
S 590 18" W
138.29'
PUBLIC ACCESS, LANDSCAPE
& SIDEWALK EASEMENT
DOC.# 2013-1506 D.R.D.C.T.
CURVE TABLE
CURVE
DELTA
RADIUS
L
C B
C
C1
1*45'32"
280.00'
8.59,
N72*10'51"W
8.59
C2
6*4429"
220.00'
25.88'
N6105W48"W
25.87'
C3
37023'05"
250.00'
163.12'
S46039'30"E
160.24'
C4
19*44'00"
299.00'
102.98'
S37*49'57"E
102.47-
05
55-01'17'
290.00'
240.08'
S75OIZ35-E
230.96
C6
24*29'19"
730.09
312.01'
N65002'07"E
309.64'
C7
12*3925"
1565.94'
345.9Z
N4602745"E
345.22'
C8
7*00'20"
900.00'
110.04!
S43038'13"W
109.97
C9
31 *40'36"
250.00'
138.22'
S62058'40"W
136.46'
C10
1900341"
300-00'
99.80'
N69*17'08"E
99.35'
C11
90000,00"
60.00,
78.54'
N14'45'18"E
70.71'
C12
344V43"
250,0V
151,75'
S42*02'19"W
149.43'
C13
14041'58"
400.09
102.62'
N52*04'47E
102.34'
C14
62-2345"
50.00'
54.46
S75-55'35"W
51.80'
C15
14*01'04"
500.01311
122.33'
S64*02'35"W
122.02"
C16
26*1923"
386.00'
177.34'
N5705325"E
176,78'
C17
36*26'09"
250.09
15&98'
N26*30'39'E
156.32'
C18
41059'16"
250.00'
183.21'
N26*08'44"E
179.1T
C19
78015'39"
50.00'
68.30'
S44*16'56"W
63.11'
C20
23*3V27"
665.66,
249.81'
N71*35'01"E
24 -8.0 4'
C21
16*37'47
300.00'
87.07'
N51 *2627"E
86.7V
C22
1603742'
250.00'
72.65'
S51"2627'W
72.30'
C23
5000'00"
1200.00'
104.7Z
S28004'19"E
104.69'
C24
88017*13"
45.00'
693V
S1803417"W
62.68'
C25
25*09'38"
250.00'
109,78'
N50'08'04"E
10&90'
C26
19*26'20"
250.00'
84.82'
N27050'05"E
84.41'
C27
126*28'39"
60.00'
132.45'
S37039*59'W
107.15,
C28
48025'04!'
20.00'
16.90'
N76*41'47'E
16.40'
C29
87*21'35"
20.00'
30.49'
S1800628"W
27.63'
C30
3405221"
20.00'
19.17'
N27017'32"E
11.9w
C31
121*5935"
60.00'
127.76
S70051'09V
104.95'_
C32
24"43'29"
20.00'
8.63'
S60'30'48"E
8.56'
C33
87"4W59"
60.00'
91.96'
N28058'03!W
83.22'
C34
1805658"
280,00'
92.60'
N24024'56"E
92.18'
C35
34*13'31"
220.00'
131.42'
N27*28'10"E
129AT
C36
27008'29-
30.0V
14.21'
N0301Z50"W
14.OV
C37
122037'16"
65.00'
139.12'
S44031'58'W
114.05'
C38
24*18'28"
30.00'
12.73'
S86'1 8'1 3"E
12463'
C39
119033*19"
60.00'
125.20'
N00*0121"W
103.69'
C40
29*33'18"
30-00'
15.47
S45001'21"E
15.30,
C41
78015'39"
20-00'
27.32'
S44016'56"W
25.24'
C42
90'00'00"
20.00'
31.42'
N14045*18"E
28.28'
C43
6202345!'
20.00'
21.78'
S75055'35"W
20.72'
C44
100007'00"
40.00'
69.89'
R22049'02"W
61.34'
C45
10045'21"
411.50'
77.25'
N14801418"W
77.14'
C46
10-4521"
300.09
56.32'
N48-14'18-W
56.23'
C47
1004621"
300.OV
56.32'
N37028'57"W
56.23'
C48
10045'21"
411.50'
77.26
S37*2857"E
77.14!
C49
90000'00"
15.00'
23.56'
N75*14'42W
21.21'
C50
70040'35"
15.00'
t -50'
S780
LINE TABLE
LINE
BEARING
LENGTH
Ll
N 37"33'15" E
23.90'
L2
S 37033'15" W
23.90'
74.26
L.14
S 88 - 1341" E
96.95'
L5
IN 24038'58"E
2.20'
L6
N 4760823" E
30.13'
--
j-- - -
32. 15'
L9
S 48050'57" E
7.04'
L10
N 14*2541" E
I L14
1-11
S 75*3,V19" E
14.14!
L12
S 03*5V25" E
15.67'
L13
S 88029'17" E
13.99',
L14
N 14044'53" E
26.16'
L15
S 7514'42" E
35.36'
L16
N 12*3727" E
14.66-
L17
IN 05018!54!'E
17.8V
L18
S 86*21'33" E
14.51'
L19
N 01 *3847" E
14.26'
L20
S 7501442" E
14.14'
L21
N 13059'51 " W
13.92'
L22
S 75*27'57" E
20.27'
L23
N 14'3Z03- E
14.75-
L24
S 89"03'5r E
13.84'
L25
S 01 03T26" W
14.29'
L26
N86012'02"W
21.63'
L27
S88*28'59"E
13.99'
L28
S0102842'W
35.76'
L29
I N!54-08'12"E
20.00'
C)
I
DETAIL
SCALE: 1*=50'
ILOCATION MAP N MAP
I
" 'PTI-1111IL- N.T.S.
t
(P
A€ 1
-mt--
PROJECT
LOCATION
z
'a'
We 0 IN
Of
MR 12 Nv
1
N24*38'58"E 21.21-
15'STORM SEW. ESMT.
16 DRAINAGE ESMT., )c. No. 2013-220
Doc. # 2013-88594 O.F D.C.T. S20'21'02"E 51 80'
UE X
N20*21'02"W- 'Co
65.43'
A--19*02'00"
�0 C1 I -C-,&", R=60.00' CI-C
0 L=1 9.93'
T=10.06 4=6*36�45"
R=207150'
24.84' A--1 4*34'00" T=11.99,
RL=23.95'
=60.00'
L=1 5.25' C2-"
T=7.67' A=2*53!20"
.84' R=192.5V
T=4.85'
N24*38'r-8"E" L=9.71'
23.73'
DETAIL 'C'
16 SANI. SEW. Esm
SCALE: 1"=50'
Doc. No. 2013-220
5' MAINTENANCE EASEMENT
-L0
90' -0 105' 1 Ld 65\--I 71'
Uj
(90' MIN) 4'
(n cn
10,
z
_IIIj'-
z
b
f b
cr
R
20'B
25' BL
(60' MIN) N)) oo
-L-L
(75' MIN) L --:T 65' - ®-
IL 61'.
78':f -= STREET R,O.W. -Cj
2' �10'xlo'
STREET R.O.W. t-2' SWE 101.10, 6* UESWE CORNER
6' UE CORNER CLIP
TYPICAL LOT DETAIL CLIP PATIO HOME
SF-10 (90'x 140') TYPICAL LOT DETAIL
INCLUDING LOTS: SF-7 (65'x 120')
D1-D16, EI-E3, FI-F17, INCLUDING LOTS:
GI-G4, H12-H22 Al-A14, C1-C16, H2-H10
FRONT ENTRY GARAGES SHALL UTILIZE A FIVE-FOOT (6)
SETBACK FROM GARAGE TO THE FRONT OF THE BUILDING
FACADE OR A MINIMUM OF 25-FOOT FROM THE PROPERTY LINE.
THE PURPOSE OF THIS AMENDED PLAT IS TO ADD THE LOT NUMBER TO LOT 4, BLOCK D
AND LOT 3, BLOCK F WHICH WERE OMITTED FROM THE ORIGINAL PLAT AND TO REVISE
THE TYPICAL LOT DETAIL FOR PATIO HOMES TO INCLUDE A 5 FOOT MAINTENANCE
EASEMENT. THE ORIGINAL PLAT WAS RECORDED UNDER DOCUMENT 2013-220, OFFICIAL
PUBLIC RECORDS, DENTON COUNTY, TEXAS
AMENDED FINAL PLAT
WNROSE
at PHILLIPS CREEK RANCH
AN ADDITION TO THE CITY OF FRISCO,
r)f=NTC)N r.01INTY TI=YAq
44.612 ACRES SITUATED IN
THE DAVID E. LAWHORN SURVEY, ABSTRACT No. 727
90 RESIDENTIAL LOTS & 7 HOA LOTS
CITY PROJECT NUMBER: API 3 - 0016
OWNEFt: I
-1Dx--PG / PCR DEVELOPMENT
COMPANY 11,, LLC
8401 NORTH CENTRAL EXPRESSWAY
SUITE 350 - DALLAS, TEXAS 75225
TEL. 214-292-3410 FAX. 214292-3411
PREPARED/SURVEYED BY :
HUU-ZOLIA16
Huitt-Zollars, Inc. Dallas
1717 McKinney Avenue, Suite 1400, Dallas, TX 75202
Phone (214) 871-3311 Fax (214) 871-0757
OCTOBER, 2013 SHEET I OF 2
Filed NP RSCQPd z
Sit the official 'reforQ--, VZ)
Defitof" Count--
on:(GrNl", n t 1 .J D
in the
F9at Rpy-ords
ENEEIV,
Do,- Nu6er= 2 13- 337
k of Rages, s y
D
A m 0 u n t ifflL f.M
Numbep 1113255
p's f
pats!§ sc'.Ilee D
1!111
50 !• _-_ ♦ 11
•t- �1 1 ploy
,. •.a 1. .
BEING a tract of land situated in the David E. Lawhom Survey, Abstract No. 727, City of Frisco, Denton County, Texas and being all of that tract of land described as Tract
A in instrument to RPG/PCR Development Company 11, LLC as recorded in Document No. 2013-16913 of the Real Property Records, Denton County, Texas
(R.P.R.D.C.T.) and all of that land as described in instrument to Toll Dallas TX LLC, as recorded in Document No. 2013-122911 and being more particularly described as
follows;
BEGINNING at a 5/8 inch iron rod found with plastic cap stamped "Hunt-ZollarsW'at the intersection of the southwesterly right-of-way line of Stonebrook Parkway (a variable
width right-of-way) as recorded in Document No. 2009-101119 (D.R.D.C.T.) and the westerly right-of-way line of Lone Star Ranch Parkway (a variable width right-of-way) g y)
as recorded in 2013-175 (R.P.R.D.C.T.);
THENCE along the westerly right-of-way line of Lone Star Ranch Parkway the following;
South 59 degrees 45 minutes 18 seconds West a distance of 160.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Hunt-Zollars";
South 55 degrees 56 minutes 27 seconds West a distance of 150.33 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"
South 59 degrees 45 minutes 18 seconds West a distance of 138.29 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the beginning of a
curve to the left having a delta angle of 39 degrees 45 minutes 16 seconds, a radius of 1,460.00 feet, being subtended by a chord which bears South 39 degrees 52
minutes 40 seconds West, a distance of 992.81 feet;
Along said curve to the left an arc length of 1,013.01 feet to a 5/8 inch iron rod set with plastic cap stamped "Hunt-Zollars" at the end of said curve;
THENCE departing the westerly right-of-way line of said Lone Star Ranch Parkway, North 81 degrees 47 minutes 40 seconds West a distance of 149.41 feet to a 5/8 inch
iron rod set with plastic cap stamped "Hunt-Zollars" at the beginning of a non -tangent curve to the right having a delta angle of 60 degrees 03 minutes 46 seconds, a radius
of 215.50 feet, being subtended by,a chord which bears North 78 degrees 45 minutes 12 seconds West, a distance of 215.70 feet;
THENCE along said curve to the right an are length of 225.91 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE North 37 degrees 29 minutes 15 seconds West a distance of 271.77 feet to a 5/8 inch iron rod set with plastic cap stamped "Hunt-Zollars" at the beginning of a
non -tangent curve to the right having a delta angle of 01 degrees 45 minutes 32 seconds, a radius of 280.00 feet, being subtended by a chord which bears North 72
degrees 10 minutes 51 seconds West, a distance of 8.59 feet;
THENCE along said curve to the right an arc length of 8.59 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE South 20 degrees 50 minutes 02 seconds West a distance of 113.54 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE South 76 degrees 34 minutes 34 seconds West a distance of 140.05 feet to a 518 inch iron rod set with plastic cap stamped "Huift-Zollars';
THENCE North 28 degrees 31 minutes 12 seconds East a distance of 140.73 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 61 degrees 28 minutes 48 seconds West a distance of 78.33 feet to a 518 inch iron rod set with plastic cap stamped "Hunt-Zollars";
THENCE South 28 degrees 31 minutes 12 seconds West a distance of 204.80 feet to a 518 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE North 11 degrees 12 minutes 49 seconds West a distance of 102.14 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE North 08 degrees 03 minutes 40 seconds East a distance of 117.32 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 27 degrees 57 minutes 57 seconds West a distance of 182.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE North 42 degrees 30 minutes 25 seconds West a distance of 82.57 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 18.83 feet to a 518 inch iron rod set with plastic cap stamped "Huitt Zollars";
THENCE North 42 degrees 36 minutes 27 seconds East a distance of 121.99 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the beginning of a
non -tangent curve to the left having a delta angle of 06 degrees 44 minutes 29 seconds, a radius of 220.00 feet, being subtended by a chord which bears North 61 degrees
58 minutes 48 seconds West, a distance of 25.87 feet;
THENCE along said curve to the left an arc length of 25.88 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE North 65 degrees 21 minutes 02 seconds West a distance of 71.29 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 60.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE North 73 degrees 00 minutes 37 seconds East a distance of 14.95 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift Zollars";
THENCE North 42 degrees 42 minutes 26 seconds West a distance of 148.08 feet to a 5/8 inch iron rod set with plastic cap stamped "HuittZollars";
THENCE North 24 degrees 38 minutes 58 seconds East a distance of 780.28 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 52 degrees 26 minutes 45 seconds East a distance of 154.97 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE North 37 degrees 33 minutes 15 seconds East a distance of 23.90 feet to a 5/8 inch iron rod set with plastic cap stamped "Huns-Zollars" at the beginning of a
curve to the left having a delta angle of 19 degrees 26 minutes 20 seconds , a radius of 220.00 feet, being subtended by a chord which bears North 27 degrees 50 minutes
05 seconds East, a distance of 74.28 feet;
THENCE along said curve to the left an arc length of 74.64 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the end of said curve;
THENCE South 71 degrees 53 minutes 04 seconds East a distance of 60.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" at the beginning of a
non -tangent curve to the right having a delta angle of 19 degrees 26 minutes 20 seconds, a radius of 280.00 feet, being subtended by a chord which bears South 27
degrees 50 minutes 05 seconds West, a distance of 94.54 feet;
THENCE along said curve to the right an are length of 95.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" at the end of said curve;
THENCE South 37 degrees 33 minutes 15 seconds West a distance of 23.90 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 62 degrees 11 minutes 55 seconds East a distance of 141.43 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 62 degrees 58 minutes 27 seconds East a distance of 74.25 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE South 88 degrees 13 minutes 41 seconds East a distance of 96.95 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE South 78 degrees 36 minutes 03 seconds East a distance of 97.69 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE South 72 degrees 52 minutes 32 seconds East a distance of 218.20 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars';
THENCE South 51 degrees 13 minutes 27 seconds East a distance of 51.68 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE North 86 degrees 47 minutes 26 seconds East a distance of 131.50 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 82 degrees 35 minutes 38 seconds East a distance of 63.29 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 68 degrees 10 minutes 53 seconds East a distance of 83.44 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 59 degrees 45 minutes 18 seconds East a distance of 202.72 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 43 degrees 54 minutes 52 seconds East a distance of 147.26 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
THENCE North 59 degrees 45 minutes 18 seconds East a distance of 71.13 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars" on
the southwesterly right-of-way line of the aforementioned Stonebrook Parkway;
THENCE along the southwesterly right-of-way line of Stonebrook Parkway the following;
South 30 degrees 14 minutes 42 seconds East a distance of 315.20 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars';
South 26 degrees 25 minutes 52 seconds East a distance of 150.33 feet to a 5/8 inch iron rod set with plastic cap stamped "Huift-Zollars";
South 30 degrees 14 minutes 42 seconds East a distance of 160.00 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-Zollars';
South 14 degrees 45 minutes 30 seconds West a distance of 56.57 feet to the POINT OF BEGINNING and containing 44.612 Acres of land,
more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT RPG/PCR DEVELOPMENT COMPANY 11, LLC AND TOLL DALLAS TX LLC ACTING HEREIN BY AND THROUGH ITS DULY
AUTHORIZED OFFICERS, DOES HEREBY CERTIFY AND ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED
PROPERTY AS WINDROSE AT PHILLIPS CREEK RANCH, AN ADDITION TO THE CITY OF FRISCO, AND DOES HEREBY DEDICATE
TO THE PUBLIC USE FOREVER, THE STREETS AND ALLEYS SHOWN THEREON. THAT RPG/PCR DEVELOPMENT COMPANY 11,
LLC AND TOLL DALLAS TX LLC DOES HEREIN CERTIFY THE FOLLOWING:
1. THE STREETS AND ALLEYS ARE DEDICATED IN FEE SIMPLE FOR STREET AND ALLEY PURPOSES.
2. ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND/OR ENCUMBRANCES.
3. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, AND CREATED BY THIS PLAT, ARE DEDICATED FOR THE PUBLIC USE
FOREVER FOR THE PURPOSES INDICATED ON THIS PLAT.
4. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS SHALL 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 FRISCO.
5. THE CITY OF FRISCO iS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS
CAUSED BY MAINTENANCE OR REPAIR.
6. UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING
TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC
UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF FRISCO'S USE THEREOF.
7. THE CITY OF FRISCO AND PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR 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 THE EASEMENTS.
8. THE CITY OF FRISCO AND PUBLIC UTILITIES SHALL AT ALL TIMES 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.
9. ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF PLAT AND APPROVED BY THE CITY OF FRISCO.
THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF
FRISCO, TEXAS.
WITNESS, MY HAND, THIS THE AAA DAY OF , 2013
RPG/PCR DEVELOPMENT COMPANY 11, LLC
BY: RJM/CELiNA 11, L.P., A TEXAS LIMITED PARTNERSHIP, ITS MANAGER
BY: RJMICELINA Il GP, NC., A TEXAS CORPORATION, ITS GENERAL PARTNER
BY; ,,-& �Q
J HN P. WAGNER, ICE PRESIDENT
NOTARY BLOCK
STATE OF TEXAS §
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY
APPEARED JOHN P. WAGNER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME 1S SUBSCRIBED
TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES
AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE---
HE�� � � DAY OF �` OAVA , 2013.
40T
a OF TEXAS ,� i4:e6 '; HEAiNERPAUZER
2a"- MY COMMISSION EXPIRES `
.% August 31, 2016
WITNESS, MY HAND, THIS THE DAY OF �_.Lkf-
.2013
TOLL 134LAS. LC
,r-
BY:
ROBERT G. PAUt, VICE PRESIDENT _ Y.
NOTARY BLOCK
STATE
OF
TEXAS `
COUNTYOF DALLAS
BEFORE! ' ! ♦ NOTARY PUBLIC♦ ! FOR THE STATE OF • ON DAY PERSONALLY
UNDERAPPEARED ROBERT G. PAUL, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED
TO THE FOREGOING INSTRUMENT AND. E- F#Ah-AV-PP'
AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED,
GIVEN ♦ ! AND SEAL OF • DAY OF i
EGHAN LEE METCALF
am
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT I, ERIC J. YAHOUDY DO HEREBY CERTIFY THAT I PREPARED THIS PLAT AND THE FIELD NOTES MADE APART
THEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON
WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION, iN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF
THE CITY OF FRISCO, TEXAS.
DATED THIS THE DAY OF _i '` I* ` -O- k'+ _, 2013.
r
S-�C3F
'CO
ERIC J. YAHOUDY,
REGISTERED PROFESSIONAL LAND SURVEYOR, TEXAS REGISTRATION No. 4862 I gIc JolIv YAitouoY
FIRM REGISTRATION NO. 10025600 4862
NOTARY BLOCK ' o
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY
APPEARED ERIC J. YAHOUDY, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED
TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF T , 2013.
USA D. EYSTER
�a 0'* l- MY COMMISSION EXPIRES
VO A PUBLIC, STA E O ITEXASfi;;l" March
e,2ais
VISIBILTY, ACCESS AND MAINTENANCE EASEMENT W
THE AREA OR AREAS SHOWN ON THE PLAT AS "VAM" (VISIBILITY, ACCESS, AND MAINTENANCE) EASEMENTS(S) ARE HEREBY
GIVEN AND GRANTED TO THE CITY OF FRISCO (CITY), IT SUCCESSORS AND ASSIGNS, ASAN EASEMENT TO PROVIDE
VISIBILITY, RIGHT OF ACCESS, AND MAINTENANCE UPON AND ACROSS SAID VAM EASEM _ '- . THE CITY SHALL HAVE THE
RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN ALL LANDSCAPING WITHIN THE VAM EASE ENT. SHOULD THE CITY
EXERCISE THIS MAINTENANCE RIGHT IT SHALL BE PERMITTED TO REMOVE AND DISPOSE OF ANY AND ALL LANDSCAPING
IMPROVEMENTS, INCLUDING WITHOUT LIMITATION, ANY TREES, SHRUBS, FLOWERS, GROUND COVER, STRUCTURE AND/OR
FIXTURES. THE CITY IN ITS SOLE DISCRETION MAY WITHDRAW MAINTENANCE OF THE VAM EASEMENT AT ANY TIME. THE
ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST WITH TFHE PROPERTY OWNER(S). NO
BUILDING, FENCE, WALL, SCREEN, BERM, SIGN, PARKING STALL, DRIVE, AISLE, DRIVEWXX HEDGE:SHRUB, TREE OR OTHER
IMPROVEMENTS OR GROWTHS, WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THVISIBILITY, SHALL BE
CONSTRUCTED IN, ON, OVER OR ACROSS THE VAM EASEMENT. THE CITY SHALL ALSO HAVE THE RIGHT, BUT NOT THE
OBLIGATION, TO ADD ANY LANDSCAPE IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT" ANY TRAFFIC CONTROL DEVICES
OR SIGNS ON THE VAM EASEMENT AND TO REMOVE ANY OBSTRUCTION THEREON. THE: CITY, ITS SUCCESSORS, ASSIGNS,
OR AGENTS SHALL HAVE THE RIGHT AND PRIVILEGE AT ALL TIMES TO ENTER UPON THE, VAM EASEMENT OR ANY PART
THEREOF FOR THE PURPOSES AND WITH ALL RIGHTS AND PRIVILEGES SET FORTH HERIIwIN.
DRAINAGE EASEMENT
THE STATE OF TEXAS §
COUNTY OF DENTON §
CITY OF FRISCO §
THIS PLAT IS HEREBY ADOPTED BY THE OWNERS AND APPROVED BY THE CITY OF FRISCO (CALLED "CITY") SUBJECT TO
THE FOLLOWING CONDITIONS WHICH SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS, GRANTEES, SUCCESSORS
AND ASSIGNS:
THE AREA OR AREAS SHOWN ON THE PLAT AS "DRAINAGE EASEMENT" SHALL REMAIN 1UNIMPROVED AT ALL TIMES AND BE
MAINTAINED BY THE OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY, OR ADJACENT TO THE SAID DRAINAGE
EASEMENT, THE AREA WITHIN THE DRAINAGE EASEMENT IS SUBJECT TO STORM WATER OVERFLOW AND BANK EROSION
TO AN EXTENT THAT CANNOT BE DEFINED. THE CiTY SHALL NOT BE HELD LIABLE FOR AxNY DAMAGES OF ANY NATURE
RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA. THE CITY WILL NOT BE RESPONSIBLE FOR THE
MAINTENANCE AND OPERATION OF THE DRAINAGE EASEMENT OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON
THAT RESULTS FROM THE FLOW OF WATER WITHIN THE DRAINAGE EASEMENT. NO OBSTRUCTION TO THE NATURAL FLOW
OF STORM WATER SHALL BE PERMITTED BY CONSTRUCTION OF ANY TYPE WITHIN THE DRAINAGE EASEMENT UNLESS
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. EACH PROPERTY OWNER SHALL KEEP THE PORTION OF THE
DRAINAGE EASEMENT TRAVERSING OR ADJACENT TO HIS PROPERTY CLEAN AND FREE: OF DEBRIS, SILT, AND ANY
MATERIALS THAT WOULD RESULT IN UNSANITARY CONDITIONS, OR OBSTRUCT THE FLOW OF WATER. THE CITY SHALL
HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE
WORK BY THE PROPERTY OWNER. PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN T"ICE EVENT iT BECOMES
NECESSARY FOR THE CITY OF ERECT OR CONSIDER ERECTING ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO
IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY STREETS AND ALLEYS IN OR ADJACENT TO THE
SUBDIVISION, THEN IN SUCH EVENT, THE CITY SHALL HAVE THE RIGHT TO ENTER UPON THE DRAINAGE EASEMENT AT ANY
POINT, OR POINTS, TO INVESTIGATE, SURVEY OR TO ERECT, CONSTRUCT AND MAINTAIIN ANY DRAINAGE FACILITY DEEMED
NECESSARY FOR DRAINAGE PURPOSES. THE NATURAL DRAINAGE THROUGH THE DRAIINAGE EASEMENT, AS IN THE CASE
OF ALL NATURAL CHANNELS, ARE SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION TO AN EXTENT
WHICH CANNOT BE DEFINITELY DEFINED. BUILDING AREAS OUTSIDE THE DRAINAGE EASEMENT LINE SHALL BE FILLED TO
A MINIMUM ELEVATION AS SHOWN ON THE PLAT. THE MINIMUM FLOOR ELEVATION FOR EACH LOT SHALL BE AS SHOWN
ON THE PLAT.
CERTIFICATEOF APPROVAL
APPROVED THIS -Z-0�- DAY OF 2013 BY THE DIRECTOR i
OF DEVELOPMENT SERVICES OF OF
CILTY
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AMENDED FINAL PLAT
WINDROSE
at PHILLIPS CREEK RANCH
AN ADDITION TO THE CITY OF - •
DENTON
44.612 ACRES SITUATED IN
THE DAVID E. LAWHORNABSTRACT
•0 RESIDENTIAL O, LOTS
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