HomeMy WebLinkAboutSF0469AIA` RFC
- -----___ ----------------------------____ ---___ ------_____ ------ ----___ --------------
/- IRF
16 SANITARY SEWER EASEMENT
IRFC DOC.NO.2016-58517_� TEMP. DRAINAGE
& OJLD.C.T. EASEMENTV
DOC. NO. 2006,3395
IRF-\ J I
TEMP. DRAINAGE EASEMENT'S'
DRAIrJAGE EASEMENT (NO. t)
DOC. NO. 2006,3305. OJLD.C.T.
DOC. NO. 2DD"7M TEMPORARY 56 FOOT SLOPE AN
O.R.D.C.T. CONSTRUCTION EASEMENT
N: 7,098,979.9 DOC. NO. 2006,3397 1 1
E: 2,472,190.5 O.R.D.C.T. W ENSFARCH GAS ESMT.
ELEV. 592' VOL 1973, PG. 718
N: 7,098,946.8 O.FLO.C.T.
A=9015'49" STONEBROOK PARKWAY E: 2,473,167.1 W ENSEARCH GAS ESMT.
R=1560.00' VOL 2173, PG. 706
IRF (VARIABLE WIDTH RIGHT-OF-WAY ELEV: 598'
IRSC L=252.22' DOC. NO. 2005-32375, O.R.D.C.T.) O.FLD.C.T.
N
E
7
2
'1'79,11
2 " 90,5
S2,
F '7
_LEV- N. 7.
E 2 . = 67.1
L V.
IR&F E FE�5
IRSC
S81012,05.E CB=S85*50'00"E RIGHT-OF-WAY DEDICATION
,_ , :. 1,<o '
A174* .1.128. IRF
�It'62 �r C=251.95' 0.052 ACRES POINT OF
3622
ZM SQ. Fr. BEGINNING
.49t
8 9�71
-IRSC
0 N89032*05"E 810.73' S89*32%"W 166.W
N45*2r,
.1. 14'54 7.76 �24* =59-5z-- K=,R� 7 Nft-39V4*W 150.33- IRF
00- NO 39.o6, �6 Via-W 1407'- 7-2s.- 34.84'
N81"09'38"W IVS.;z - I 1 11 1 T�� 269.3T S89_%M1W 175.00,
clo 10-
33.27' 2016-MIO E N89*3ZWE 378.51' V ME 1A-r1VA N45'2rSS'W
282Z - NW31'18*Ef112.28` �-10.W 17-MPORARY
O.R.O.C.7r, 65.00' 65.w 65.00, 65.00' W.W 53.51, > 65 FOOT SLOPE AND
- N42951'00ffW 66,AT 25. CONSTRUCTION EASEMENT 35.W
37 1 37.0, 'TWOA 392T 73.05,
.09 37.0' DOC. NO. 2DO"W
91 $0'2rWE
W
753. 257 1 2
'AT 5" 11-W I
7A.61
BLOCK I
24.56 24.5' O.R.MC.T. 24.61'
A=3*3603" Izv BLOCK I &VII.W.E. I I I 12. - - - - - - - - - _r - - - - - - - - - - - - - - - - - - - - --- - - - --- - - - - - - - - - - - - Z OX
IRSCMP) I IRF
R=1597.50' J_ -- - - - - - - - - - - - - - -- - - - - - _T - - - - - - - - - . . . . . . . . . . . . . . . . . N 84W E, 0Z
L=99.93' g
BLOCK I__
CB=N82*5rO9'W E
Ui 1: 5 7 10
3 4 6 8 9
C=99.92' V_ I k - A 9 p 9 co N
0) W -DRAMOVEASEIIIIEW 2 - LL.
LL ZI z z zi
' j � " I j 11 I i I
ix 0 z z zi 01 TEMP. DRAINAGE EASEMENT *P
00 18 W 1 000. N(% 200643M. O.R.D.C.T.
HOA I W 16 1 1 1
I V0 W
W_201SL WML
BL �9 I Z
NORTH z r4 ZI I,k z 7.38' 1,921 11
I N
-.42.3322_7*J==::65 ==:65-W== Z4 6r
". 081-
LU
LLS
U4
BLK U.F- V 0 2 1 CALLED 3.637 ACRES
LOT IX-HOA W HAZELWOOD AVENUE 3M DETAILA* 0 HT STONEBROOK LAND 11 LP
GRAPHIC SCALE IN FEET 0 A < W
IRSC b LL DOC. NO. 201"7518
60 0 30 60 120 a: N89*31*18*E 420.17
VARIABLE O.R.D.C.T.
W yam z L ._ _ _ _ J A=11*14!59* 11`11 V ME 7 &W.F- 9 1TrS.WX_ trruA FAmM W q 0 0
I"= 60' 24X36 R=275.50 it I I 1 0 z a
I �L_ r &wX_ V -63,32'- -!L'E27.70'= 65.00`7 =65.00.== Z65,W= _65.W ==62-47Z
L=54.09' mc 7851`.6r L
CB=N5*09'31*E cc
C, 04
C? 01 ---- I OX HOA
C=54.01'
Ci
0
z 1
C13
I W CL Y L23
MIN. FF PAN. FF MIN. FF MIN. FF MIN. FF MIN. FF r
1587.0 586 5W.0 581.3 581.3 04 VBLOCK I
full 587.5
MIN. FF 0
Cz zl�, 00 10
KI to 5W.0 -1z 33 34 -W _Z7 tt (> � ;d
I Ll 0 32 0 < C3 114 A 36 6 37 F.� I \ -,
.13.6 ST; 0 X " %
z
% 31 z10 W 4.52' 1
49. 1� 0 z z;s za 8 Ci L24
Tot% 0: Ce
IRSC BLOCK J MIN. FF IMIN. FF zod
W z
681.3 6813 Ix
UO �Pg
oz
OF OF OF OF OF OF 38 39 VARIABLE
Of N89*31'lCrE 62.30' 651W 65.W 65.00' 11383'3741-E 65 LL
C,
0 - - - - NW31-18'F- 73.7z NW31'llrE 119.W - NW31'18T= 6.5.00'. .19 WN)TH
Z&W.E I I z z 0 HATCHING DENOTES APPROXIMATE FADE
L34
DOC. N0,2DIS.W510 LU AREA TO BE RECLAIMED FROM (P
O.MD.C.T. z FLOODPLAJN (TYP.) 1-4 1
At 8if 1 :3
0 co
4X HOA
I j s 1 OF
W
U1
67.W z
DRAMUMEASEMENT `t/I - \ b to %_1
N89'31'118"E 132 W W w A , ;
A--28040'48" >
R=524.50' < ci
L=262.54' A W
CB=N3*33'24'W
I
q I
I
4� 11
*%
V•
N
zowr
-
a
0
0�
V_
V
I zaa-o
Lu
-
C=259.81'
rML
8'3Zi8-W
7-
251-29' Pao
0 W S�
z UJ
0
I
ravers
C31
0
7Z >- N 8
_J
BLK. G,
LOT 1X-HOA
I
<
U. 8 a Z
U. � 0 W
0 0
WZ6
43-
I
< 2
W
� xi ow
W
0
BLOCKJ
C+1_
UJ U.
Z
0
z
1H
:C
0
0 of
u-
REMAINDER OF
41 V
LOT 1X HOA
N a
BLOCKJ
I
CALLED 173.034 ACRES
HT STONEBROOK LAND I LP
to
AMENITY CENTER
W
CA1_LED U.670 ACRES
0
X 9
IL
$9
DOC. NO. 2015-87617
O.R.D.C.T.
L5
CITY OF FRISCO, TEXAS
Mc(TYP)
It
X
DOC. NO. 2016-87567
OR D G -r
DETAIL W
LINE TABLE
NO.
BEARING
LENGTH
LI
S89*3ZO2*W
34.40*
L2
S21*07%*E
64.86'
L3
N68*1220*E
38.99'
L4
N72*51'51*E
4.38'
LS
N76OW41"E
13.OV
L6
N44*2O'55*E
14.19'
L7
N4502'r58V
14.14'
L8
N63'59'68"W
13.3Z
L9
S4V4721*W
39.58'
LIO
N$2*29'08*W
101.51'
1.11
$84*12'04,E
37.49
L12
S45*0536*W
35.OZ
L13
N09*3r46V
32.94'
L14
NII*2343*W
49.0Z
LIS
N06*4051"W
27.91,
L16
827*39'01"E
14.25'
L17
S78020WE
22AW
L18 I
N 09*2(Y39*W 1
41.38-
LINE TABLE
NO.
BEARING
LENGTH
L19
N27*05'15*W
37.35'
L20
N26041 `07"W
43.78'
L21
S28047WE
75.Or
L22
N66*562rE
11.8Z
L25
SOO*28'42*E
30.00'
L26
N78053WE
24.28'
L27
N4r47'04V
14.75'
L28
N62*33'I3*E
12.5r
L29
S2rW47*E
IS.00`
L30
S62*33'13"W
15.00'
L31
N68*00'26*E
15.00'
L32
821*59'34"E
15.00`
L33
S68'00'26-W
15.00'
it
O.R.D.C.T.
OFFICIAL PUBLIC RECORDS
DENTON COUNTY, TEXAS
CMS
CONCRETE MONUMENT SET
IRFC
IRON ROD FOUND WITH CAP
IRFS
51W IRON ROD SET WITW
PLASTIC CAP STAMPED 10-W
(CM)
CONTROLLING MONUMENT
HOA
HOMEOWNERSASSOCIA-TION
B L
BUILDING U NE
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
SSE
SANITARY SEWER EASEMENT
SWE
SIDEWALK EASEMENT
WE
WATEREASEMENT
PWME
PRFVATEWALL
M1AJNTEkANCEEASEWNT%,,,
VAM
VISIBdIry ACCk'S-S, AND
MAINTENANCE EASEMENT
STREET NAME.ZHIANGE-1;
6MASONRY SlditEEN WALL
FH
g
FIRE HYDRANT
WM
WATER METER
WATER VALVE
4&W
LOT WIDTH AT FRONT
MEASURED AT TANGENT, SEE
LOT WIDTH DIMENSION DETAIL,
THIS SHEET
OF
OPEN FENCING REQUIRED ALONG
LOT LINE IN ACCORDANCE WITH
SECTION S-4 OF THE
FORM43ASED CODES MANUAL.
Z
I !�t I I JAMES OGDEN SURVEY 4& (N.T.S.) SF-7 (N.T.S.)
A7-12*0'46" IVXIWUJL N
R=3412.00' ABSTRACT NO. 980 A
L--69.04' '40'F --------
FINAL PLAT
CEI=N2401410"W GENERAL NOTES:
C=68.90' EDGESTONE AT LEGACY
10. Proposed Ultimate 100-Year Floodplain shown per *Mr. Fields Property- Floodplain Study by
1. All comers set are monumented with a 518 Inch Iron rod with red plastic cap stamped *KHA", Klmley�+Iorn and Associates, Inc., dated June 24, 2015."
unless otherwise noted.
a PHASE 1A
A--57 245r 2. All beatings shown are based on grid north of the Texas Coordinate System, NAD83, North 11. The surveyor retied solely upon Commitment for Tide insurance, provided by Republic Title of
R=68.50' NON -SHADED ZONE X Texas, Inc., GF. No. 1002-142529-RTT, effective date March 12,2015, Issued April 6,2015.
L=68.64' (SCALED FROM FEMA F.I.R.M.) Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance. The surveyor did not perform a We abstract.
CB=NI*52'05'W 01% multiply the ground distance by the Prqed Combined Factor (PCF) of 0.999841847. Vertical 17.284 ACRES (GROSS)
C--65.81' Datum NAVD 88. 12. The thoroughfare alignment(s) shown on this exhibit are for Illustration purposes and does not 17.232 ACRES (NET)
N89*I6'16*E 3. Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance set the alignment.
112.28' C34
0 and state law and is subject to fines and withholding of utilities and building permits.
*WW � 13. Minimum Finished Floor elevations for lots adjacent to floodplain to be determined at final
BLK H,Iw design. BLOCK F, LOT IX; BLOCK G, LOT IX;
4. Placement of street trees shall not interfere with Placement of traft control devices or Visibility BLOCK H, LOT IX; BLOCK 1, LOTS 1X, 1-10;
NO*43'45"W-----9 MVIVIVE 112.2V C-1-5-- LOT IX-HOA N at intersections. Existing and future control devices may require the removal or preclude the 14. Veneers: Natural stone or brick veneer is required on headwalls, bridges, walls, culverts, and
8 planting of street tress. BLOCK J, LOTS IX AMENITY CENTER, 4X, 31-39;
60.00' like structures. Natural stone or brick veneer shall be similar to what Is used throughout ft
Manned Development and are subject to Director of Development Services' approval. BLOCK K, LOTS IX, 1-3
ELMSTEAD DRIVE S. Where a `J-swing' garage Is not utilized, the face of the garage shall be set a minimum Afternative materials may be considered for those sections not visible to ft public subject to
N44016'15"E 9 back of
25 feet from the front property line.
NW1&i -112. Director of Development Services approval.
14.14'
DOC. W. 2016-MiG r uz. IVWE 19 SINGLE FAMILY-7 LOTS
N0043'45"W IX-HOA 6. Where alleys are provided, all driveways shall access the alleys; no driveways y
ma access 15. Comer lots and lots adjacent to open space shall provide open fencing in accordance with
130.7V
10.00' S8901&15"W 145.7W iRsc OF streets. Section S-4 of ft Fom-t-Based Codes Manual as Indicated by "OF. 3 SINGLE FAMILY-8.5 LOTS
R, 8 HOA LOTS (8.598 ACRES)
W 7. Development standards of this plat shall comply with Zoning Ord. 11-04-09 as amended. 16. Ali HOA Lots to be maintained by the HOA.
BLOCK K 'ko`er
8. FLOOD STATEMENT: According to Community Panel Nos. FM48121CO440 G AND 17. All PWMEs to be owned and maintained by the HOX
FM48121COSW G, dated April 18,2011 of ft National Flood Insurance Program Map, Flood DAMES OGDEN SURVEY, ABSTRACT NO. 980
Insurance Rate Map of The City of Frisco, Denton County, Texas, Federal Emergency 18. Parking shall be limited to one side of the street.
X, Management Agency, Federal Insurance Administration, this property is located in Zone X CITY OF FRISCO, DENTON COUNTY, TEXAS
(unshaded) and Zone AE. This flood statement does not Imply that the property and/or the
r &WX_ 19. Denotes that no building permit will be Issued for lots 38 and 39 until the LOMR has CITY PROJECT # FP 6-0087
structures thereon will be free from flooding or flood damage. On rate occasions, greater been accepted by FEMA and a replat is approved by the city.
floods can and will occur and flood heights may be increased by man-made or natural causes.
X 101 AV ME
_0 tn X LC This flood statement shall not create liability on the part of the surveyor. 4tcq A 01 S 0 (,o, C1, 3 -q
LU <
< ME
V�N!- ;1P9 W 9. Ultimate 100 Year Flood Zone shown is approximate DI
�0, �00#%Ix Q Uimate and is based on information p-M-1 hy ULt(?CtT;t, AuqUA C)Goeji L�3 [I I
U1
Z
0
ve
LL
IRW
2
CALLED 84.670 ACRES
CITY OF FRISCO, TEXAS
"•• � i .� 734.37. DOC. NO. 2016-87567
O.R.D.C.T.
'40
IRRSC PROPOSED ULTIMATE
3 100"YEAR FLOODPLAIN-____
UJI . (SEE NOTE 10)
is SANITARY C'i SEWER EASEMENT CITY OF FRISCO
e"010-,6A2: ULTIMATE 100-YEAR
"Oct 9 OM NO. 2010458616,
04 O.R.D.C.T. FLOODPLAIN
rEM zr.
'ORARY .0 (SEE NOTE 9)
IRSCEASEM � t 14
flOG
O.FLD.C.T.
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
30-13VI-
400.OV
210.W
S74*24'48`W
208.5Z
C2
30*13'45"
300.OV
158.28'
N74*WO9*E
156.45'
C3
11*14'59"
300.00'
58.W
S840502TE
58.81,
C4
2003939*
400.00'
144.24'
SIO*47"48*E
143AW
CS
21*0355"
400.00'
147.06'
N78*44'18*E
146.24.
06
5*39'Or
650.00!
641Z
S24*31P130E
64.09'
C7
31*54*38"
500.00'
278.4"r
SOS'IVIVE
274.89
C8
11*14!W
340.OV
58.W
N05*0931*E
58.81,
C9
33021'12"
30.00'
17.46'
S1r3rO1*W
17.2Z
CIO
110*26*26*
2.OV
3.85'
S89*302M
32W
CII
W4858*
30.01Y
18.2T
S17*52WE
17.96
C12
44*09W
30.00'
23AZ
N2103nZ*E
22.55.
C13 1102'IZOW
3.00!
S.W
SWIZ550E
4.6r
City of Frisco, to (461 10 11 " I tf.<?-oqc,0 le-�
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C14
42*34W
30.00!
22.29'
S12*49WE
21.78'
C15
61*11'43'
25.OV
S39*SZ02V
25.45'
C16
59*34W
25.01Y
25.W
N30*15'03*W
24."
C17
16*4&10'
417.50'
1214r
S08*48'04"E
121.04'
C18
0*10'15*
375.50'
IAZ
S09*244TE
1.12'
C19
9*WO4"
212-W
36.6r
N04*3T15V
36.53'
C20
W2348"
482.50'
255.W
SWW44E
252.98'
C21
42*23'40*
88.00'
66.11,
S06*14$rE
63.6,V
C22
71*16'19*
67.50'
83.97"
S20*41'lrE
78.W
C23
W4Z43"
71.00'
70.28!
S2rSSWE
67.44'
C24
21*1V47*
38.51'
14.2r
N14*5334*W
14.19
C25
19OW49'
279.89!
93.3r
N14*4,V53*W
92.94'
C26
W464V
34.16'
41.OV
SM-13WE
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C27
55*4:YW
339.W
329.95'
S74"20'01'E
317.OW
C28
2r38W
209.3W
IOO.W
N5663-V10*W
100.01,
C29
10*082V
463.43'
80.21Y
N75627"25*W
80.15,
C30
23*05!W
230.61'
9ZW
S87*65"32*W
92.32'
C31
16"34*21*
158.25'
45.7r
S84*3W55*W
45.61'
032
1 7r5r23*
190.2r
258.89'
N48*CW13V
239.3r
C33
5*46W
630.OV
63.49
S20*48'01*E
63AW
C34
10002W
37O.W
64.86'
N84*14'WE
64.78'
C35
52*23!13* 1
'35.50'
32.46'
N53*02WE
31.34'
9*31-58-
600.00'
99.W
N22W481W
119.71'
[�C�36
23*1r41*
20.00'
8.13'
�2621W
&W
750 Genesis Court, Suite 200 Tel. No. (972) 335-3580
Frisco, Texas 75034 FIRM# 10193822 Fax No. (972) 335-377
PMXn by Date f!TjW No.
SG/J'rc DEC 2016 069318500
Filed for Record
SURVEYOR, in the Official Records Of:
Associates
Denton County
Wgistration No. i On: 11211612016 10:11:23 AM
Court, suite
In the PLAT Records
EDGESTONE AT LEGACY
Doc Number: 2016-2257
Williams, P.E. Number of Pages: 2
Amount: 100.00
APPLICANT: Order#:20161216000145
.and I LP q By: SP
ENGINEER/
Inley-Hom and
State of Texas
6750 Genesis
Fftw,TX 75034
P (972) 335,45W
F (972) 335-3779
Contact Ashley
OWNER I
HT Stonebmok
do Hines Interests LP
Attn: Rob White
22W Ross Ave, 4200w
Da1as,TX 75201
0
Joc-22-57
OWNERS'S CERTIFICATE
STATE OF TEXAS
COUNTY OF COLLIN §
CITY OF FRISCO §
WHEREAS HT STONEBROOK LAND I LP, is the sole owner of the following described tract of land:
BEING a tract of land situated in the James Ogden Survey, Abstract No. 980, City of Frisco, Denton County, Texas and being a portion of a Called 173.034 acre tract of
land described in a Special Warranty Deed to HT Stonebrook Land I LP, as recorded in Document No. 2015-87517 of the Official Records of Denton County, Texas, and
being more particularly described as follows:
COMMENCING at an iron rod found for the northeast comer of a called 3.637 acre tract of land described in a deed to HT Stonebrook Land 11 LP, recorded in Document
No. 01 5-87518 of the Official Records of Denton County, Texas, being at the intersection of the southerly tight -of -way line of Stonebrook Parkway, according to the
right-of-way dedication recorded in Document No. 2005-32375, said Official Records with the westerly right-of-way line of Legacy Drive, according to the right -of -way -
dedication recorded in Volume 5545, Page 1639, Official Records of Denton County, Texas;
THENCE departing the westerly right-of-way line of Legacy Drive, along the southerly right-of-way line of said Stonebrook Parkway, the northerly line of said 3.637 acre
tract and the northerly line of said 173,034 acre tract, the following courses:
North 45*27'33" West, a distance of 34,84 feet to a 5/8 inch iron rod with plastic Cap stamped "KHA" set for comer;
South 00"2755" East, a distance of 24.61 feet to a point for comer, an iron rod found for witness bears North 84032' East, a distance of 0.3 feet;
North 45027'55" West, a distance of 35.36 feet to a point for comer;
South 89*32'05" West, a distance of 175.00 feet to an iron rod found for corner,
North 86039'04" West, a distance of 150.33 feet to a point for comer;
South 89"32'05" West, a distance of 165.98 feet to a 518 inch iron rod With plastic cap stamped "KHA" set for comer and for the POINT OF BEGINNING of the herein
described tract;
THENCE South 00028142" East, departing the southerly right-of-way line of said Stonebrook Parkway and the northerly line of said 173.034 acre tract, and crossing said
173.034 acre tract, a distance of 442.64 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer on the southerly line of said 173.034 acre tract and the
northerly line of a called 84.670 acre tract of land described in a deed to City of Frisco, Texas, as recorded in Document No. 2015-87567, Official Records of Denton
County, Texas;
THENCE along the southerly and easterly lines of said 173.034 acre tract and along the northerly and westerly lines of said 84.670 acre tract, the following courses:
South 88032'18" West, a distance of 251.29 feet to a 5/8 inch iron rod with plastic cap stamped 'KHA" set for comer;
South 30*02'36" West, a distance of 656.82 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer;
THENCE departing the easterly line of said 173.03 acre tract and the westerly line of said 84.670 acre tract, and crossing said 173.03 acre tract, the following courses:
North 66"40'24" West, a distance of 130.31 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a non -tangent curve to the right;
In a southeasterly direction, with said curve to the right, having a radius of 630.00 feet, a delta angle of 05*4626", an are distance of 63.49 feet, and a chord beating
South 20048'01" East, a distance of 63.46 feet to a 5/8 inch iron rod With plastic cap stamped "KHA" set for comer;
South 7200512" West, a distance of 259.02 feet to a 5/8 inch iron rod with plastic cap stamped 'KHA" set for comer;
North 02*494 1" West, a distance of 69.26 feet to a 5/8 inch iron rod With plastic cap stamped "KHA" set for comer;
North 14*08'03" West, a distance of 229.91 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer;
South 89> 16115" West, a distance of 145.79 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer;
North 00*43'45" West, a distance of 10.00 feet to a 5/8 inch iron rod With plastic cap stamped "KHA" set for comer;
North 44016'15" East, a distance of 14.14 feet to a 5/8 inch iron rod With plastic cap stamped *KHA" set for comer;
North 00*4T45" West, a distance of 60.00 feet to a 6/8 inch iron rod With plastic cap stamped "KHA" set for comer;
North 89*16'15" East, a distance of 112.28 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a tangent curve to the left;
In a northeasterly direction, with said curve to the left, having a radius of 370.00 feet, a delta angle of 10002'38", an arc distance of 64.86 feet, and a chord bearing
North 84*14!56" East, a distance of 64.78 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a compound curve to the left;
In a northeasterly direction, With said curve to the left, having a radius of 35.50 feet, a delta angle of 52023'I3", an arc distance of 32.46 feet, and a chord bearing
North 53*02'00" East, a distance of 31.34 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a compound curve to the left;
In a northwesterly direction, with said curve to the left, having a radius of 68.50 feet, a delta angle of 57*24!57', an arc distance of 68.64 feet, and a chord bearing
North 01 *52'05" West, a distance of 65.81 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a reverse curve to the right;
In a northwesterly direction, with said curve to the right, having a radius of 312.00 feet, a delta angle of 12*40`46% an arc distance of 69.04 feet, and a chord bearing
North 24014'10" West, a distance of 68.90 feet to a,5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a compound curve to the right;
In a northwesterly direction, with said curve to the right, having a radius of 524.50 feet, a delta angle of 28*40'48", an arc distance of 262.54 feet, and a chord bearing
North 03*3324" West, a distance of 259.81 feet to a 5/8 inch iron rod With plastic cap stamped "KHA" set for comer;
North 1 10047"00" East, a distance of 84.01 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a tangent curve to the left;
In a northeasterly direction, with said curve to the left, having a radius of 275.60 feet, a delta angle of 11 *14'59", an arc distance of 54.09 feet, and a chord bearing
North 05009'31" East, a distance of 54.01 feet to a 5/8 inch iron rod With plastic cap stamped 'KHA" for comer;
North 00027'58" West, a distance of 145.64 feet to a 5/8 inch iron rod With plastic cap stamped "KHA" set for comer;
North 42*51'00" West, a distance of 37.09 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a non -tangent curve to the tight;
In a northwesterly direction, With said curve to the right, having a radius of 1597.50 feet, a delta angle of 03035'03", an are distance of 99.93 feet, and a chord bearing
North 82057'09" West, a distance of 99.92 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer;
North 81'09'38" West, a distance of 33.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer;
North 74036'22" West, a distance of 93.49 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer on the southerly right-of-way line of aforesaid
Stonebrook Parkway;
THENCE along the southerly right-of-way line of Stonebrook Parkway, the following courses:
South 81012'06' East, a distance of 128.62 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the beginning of a tangent curve to the left;
In a southeasterly direction, with said curve to the left, having a radius of 1560.00 feet, a delta angle of 09*15'49", an arc distance of 252.22 feet, and a chord bearing
South 85'50'00" East, a distance of 251.95 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for comer;
North 89032'05" East, a distance of 810.73 feet to the POINT OF BEGINNING and containing 17.284 acres (752,904 square feet) of land, more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, HT STONEBROOK LAND I LP, acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the
herein above described property as EDGESTONE AT LEGACY PHASE 1A, an addition to the City of Frisco, and does hereby dedicate to the public use
forever, the streets and alleys shown thereon.
HT STONEBROOK LAND I LP, does herein certify the following:
'I. The streets and alleys herein 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 plate 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 efficlency 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.
DRAINAGE EASEMENT
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 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 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 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 the 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 maintain
any drainage facility deemed 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 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.
FIRE LANE EASEMENT
The undersigned covenants and agrees that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a fire apparatus
access road in accordance with the Fire Code and City standards and that he (they) shall maintain the same In a state of good repair at all times in
accordance With City Ordinance. The fire lane easement for the fire apparatus access road shall be kept free of obstructions in accordance With City
Ordinance. The maintenance of pavement in accordance to City Ordinance of the fire lane easements is the responsibility of the owner. The owner shall
Identify the fire apparatus access road in accordance with City Ordinance. The Chief of Police or his/her duly authorized representative is hereby
authorized to cause such fire lane and utility easements to be maintained free and unobstructed at all times for fire department and emergency use.
ACCESS EASEMENT
The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and egress to other
real property, and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department, Police and emergency use in
along, upon and across said premises, with the right and privilege at all times of the City of Frisco, its agents, employees, workmen and representatives
having ingress, egress, and regress in, along, upon and across said premises.
L--%
WITNESS, my hand, this ( day Of W 20
BY: HT STONEBROOK, LAND I LP, a Delaware limited partnership
BY: HT SB Land I GP LLC, its general partner
BY: HT Stonebrook LP, its sole member
BY: Hines Stonebrook Associates Limited Partnership, its general partner
BY: Hines Stonebrook GP LLC, As general partner
BY: Hines Investment Management Holdings Limited Partnership, As, sole member
BY: HIMH GP LLC, its general partner
BY: Hines Real Estate Holdings Limited Partnership, its sole member
BY: JCH Investments, Inc., its general partner
BY:
Robert W. Witte
Senior Managing Director
STATE OF TEXAS
COUNTY OF _R�,OoL-
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Robert W. Witte, Senior Managing
Director of JCH Investments, Inc., the General Partner of Hines Real Estate Holdings Limited Partnership, the Sole Member of HIMH GP LLC, the
General Partner of Hines Investment Management Holdings Limited Partnership, the Sole Member of Hines Stonebrook GP LLC, the General Partner of
Hines Stonebrook Associates Limited Partnership, the General Partner of HT Stonebrook LP, the Sole Member of HT SB Land I GP LLC, the General
Partner of HT Stonebrook Land I LP, a Delaware limited partnership, on behalf of said limited partnership, 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 14 day of 20 ( L .
MOtA,o f Kwlt�
I
Notary Public, State of Texas
7
LOT NO,
ACRES
SQ. Fr.
BLOCK F LOT IX-HOA
0.073
3,177
BLOCK G LOT 1X-HOA
0.183
71968
BLOCK H LOT 1X-HOA
0.049
2,124
BLOCK ILOT 1
0.217
9,432
BLOCK I LOT 1X-HOA
1.314
57,234
BLOCK ILOT 2
0.206
8,952
BLOCK ILOT 3
0.201
8,751
BLOCK ILOT 4
0.200
8,721
BLOCK ILOT 5
0.200
8,720
BLOCK ILOT 6
0.200
8,719
BLOCK ILOT 7
0.200
8,718
BLOCK ILOT 8
0.200
8,710
BLOCK ILOT 9
0.195
8,487
BLOCK ILOT 10
0,220
9,571
BLOCK I LOT 1 OX-HOA
0.029
1,278
ij
BLOCK J LOT IX-HOA
5.207
- - -_
226,815
BLOCK J LOT 4X-HOA
1.616
70,378
BLOCK J LOT 31
0.228
9,931
EBLOCK EJLOT 32
0.215
9,382
BLOCK J LOT 33E
0,196
8,550
BLOCK J LOT 34
0.196
81550
BLOCK J LOT 35
0.196
81550
BLOCK J LOT 36
0.202
8,804
BLOCK J LOT 37
0.208
9,055
BLOCK J LOT 38
0.221
9,622
BLOCK J LOT 39
0.223
9,723
BLOCK K LOT 1
0.374
16,307
BLOCK K LOT IX-HOA
0.129
5,638
BLOCK K LOT 2
0.301
13,109
BLOCK K LOT 3
0.350
15,262
That 1, Sylviana Gunawan, do hereby certify that I prepared this plat and the field notes made a part thereof
from an actual and accurate survey of the land and that the comer monuments shown thereon were properly
placed under my personal supervision, in accordance with the Subdivision regulations of the City of Frisco,
Texas.
OF
................
S vian Gunawan
Registered Professional Land Surveyor No. 6461
....... .......................
Kimley-Horn and Associates, Inc. SYLVIANA GUNAWAN
5750 Genesis Court, Suite 200 ...........................
Frisco, Texas 75034
-335-3580 ES
Phone 972 ..6 ...
Fax 972-335-3779 P,
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared Sylviana Gunawan, known to me to be the person and officer whose name is subscribed tothe
foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein expressed and in the capacifty therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the qPAdayof1>P \0-er
20 _W.
141
JESSICA WALL
�6` Notary Public, State of Texas
A
Comm. Expires 03.22-2019
Notary ID 126048141
Notai_yP`ubc, State of Texas
CERTIFICATE OF APPROV&L
APPROVED this the day of
1�),p 20 by the Planning & Zoning
CE mbn==
Commission of the City of lexas. -4:
PLANK G ING C MMISSION CHAIR
NING Zqt4 COMMISSI
o
Cl
T F,
FINAL PLAT
EDGE TONE AT LEGACY
PHASE 1A
17.284 ACRES (GROSS)
17.232 ACRES (NET)
BLOCK F, LOT IX; BLOCK G, LOT IX;.
1,_
BLOCK H, LOT I X; BLOCK 1, LOTS IX, 140
BLOCK J. LOTS I X AMENITY CENTER,
BLOCK K, LOTS IX, 1-3
"41
F,; 4
19 SINGLE FAMILY-7 LOTS
3 SINGLE FAMILY-8.5 LOTS
8 HOA LOTS (8.598 ACRES)
JAMES OGDEN SURVEY, ABSTRACT NO. -980
CIT-Y OF FRISCO, DENTON COUNTY, TEXAS."",
CITY PROJECT # FP 16-0087
y
Ho
5750 Genesis Court, Suite 200 Tel. No. (917, 35-3-W
Frisco, Tex& -as 75034 FIRM # 10193822 Fax No.( 7
Scale Drawnyj Checked by I Date I Project No.'
NIA SG1JTC KHA DEC 2016 1 06 18500, AMF 2
I
ENGINEER!SUFRVEYOR:
filed for Record
in the official Records Of:
n
VJmley-Horn and Assam dalles
State of Texas ReglstrxAm No. F-928
Denton County
5750 Genesis Court, ESW&=
On: 1211612016 10:1123 AM"
Frisco, Tx 76034
In the PLAT Records
P (972) 335-3580
EDGESTONE AT LEGACY,
F (972) 335-3779
Doc Number: 2016-2257
Contact Ashley WilfiawnsiRE
Number of Pages, 2
OWNER / APPLI(CANT'
Amount: 100.00
HT Stonebrook Land I I LP
Ordet#:20161216000145
c/o Hines Interests LP
By: SP
Attn: Rob White
2200 Ross Ave, 420Ww
Dallas, TX 75201
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GENERAL NOTES:
1. All comers set are monumented with a5/8 inch iron rod with red plastic Cap stamped "KHA",
-
--'�un��moU�emm�enokad.
| | �JON~SH8DE����)� � �
��' '
4 ' 3 ' 2 / ` OT IX-HOA (SCALED FROM FEMAF'iR-M'> 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North
�~°�°.~.~^~.~~`~~.
} \ | zp CentodZone 42O2 /U|dimensions shovmnare ground di�ancma. Toobtain aghddistance,
. . . / � �
| EQGESTOmE*TLEGACY � multiply the ground distance bythe Proj/� mCombinedFacbor(PCF)of0.9QA0418Vertical7.Vertical Iaans PHASEtx ' Datum NAVDO8.
`
` mOo w�cm�us DO��NO,201�32n7 .
op �uooz P.e�oC�T� ~ 3. Notice: SoUingmporUonofthis addiUonbyn�o�eand bounds �awiobUoncfc�/ordinance
' /�/ � and a���law and immu����tofines and w�hhoNingofuU|�emand buUdiogpenndo
/ ` | `v" � '
*�, ��^ ' ^ ,"--._._^.,.~__^^_..-^."..^..^.��.,...°^.'~~.~..°.�°./�.~..°.~.a~:..~.....�:.°.
' nu�//'�uw"�m�um��m"/u^nm=m"=ww.va=.="o 11"V =~==Ul°=="
� atintersections. Existing and future control devices may require the removal mpreclude the
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planting ofstreet trees.
5 Whm�a�������m����f���0��s���b�om�m��
ELMSTEAD DRIVE� � .
25feet from the front property line.
--- zu^.E- -��� '
omC.NO, 2m°���u 8. VVherealleys are pnmided.all dr�ewoysehad|access the ��hmya;nodhvsmvuyamay am��ao
`,''=" ���^'�- � ab�e�
-- -- � f ^
| Y-/RSC_/ OF � >
Zu�.E. ~ . 7. Development �andardmufdh�plat aho8cum�yw�hZon�gOrd. 11-04-Ogaoamended,
~~ ` \ �
momz�*�� � ` \ ~ .
pau.Cz � 8. FLOOD STATEMENT: According hoCommun�yPanel Nos. FM48i21CO4%)Q/��D
� U
17 \ BL{}CKK \ \ FK�N]121C05886.da�dAph 1D'2011.ofthe NodonpKFlood Insurance Pn�/oamMap, Ruod
' ^r , Insurance Rate Map nfThe City ofFrisco, Denton County, Texas, Federal Emergency
1 ` �r Management Federal Insurance oan�isedbyL[>N1RComeNo
/� . ^ . . . .
000wuco1eao57 �� 17-06-Q57gP.dated Se�omber5.2O17.oporUonofth�pumper�imlocated inZone AE.which
p~~
~~ .�o�� . « is a special flood hazard area, this flood statement does not imply that the property and/or the
structures Onnanwcxx�eiune greater
. .
� ` APPR{�( U/M|TGDF floods can and vW||m�urand flood he��umay beinmeaamdbyman-made ornatural causes.
/1OU'YE��F-'OOPUyNPER _ This flood statement shall not create liability cmthe part ofthe surveyor.
FEMAAPPROVED LOMR
16 ^� ` NUMBER17'O0-D578P
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& The surveyor relied solely upon Commitment for Title Insurance, provided byRepublic Title of
Texas, |nc.GF.No. 1002-142529-fTT.effective date March 12.2U15,issued April 6.2015.
The surveyor did not perform mtitle abstract.
10. The thoroughfare aUgnments)shown mothis exhibit are for illustration purposes and does not
set the alignment.
11' Minimum Finished Floor elevations for lots adjacent to floodplain to be determined at final
design.
12. Veneers: Natural stoneurbhckvanaerianaquiredonhemdwaUm,bddgem,wmUm,cuh*rts.end
like structures. Natural stone orbrick veneer shall basimilar 10what isused throughout the
Planned Development and are subject to Director of Development Services' approval.
Alternative materials may be considered for those sections not visible to the public subject to
Director ofDevelopment Services approval.
13. Comer lots and lots adjacent to open space shall provide open fencing in accordance with
Section G-4oythe Form -Based Codes Manual enindicated by°(]F'
O.R.D.C.T.
OFFICIAL RECORDS OF
DENTON COUNTY, TEXAS
IRFC
IRON ROD FOUND WITH CAP
IRFS
5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED *KHA"
HOA
HOMEOWNERS ASSOCIATION
B.L.
BUILDING LINE
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
SSE
SANITARY SEWER EASEMENT
SWE
SIDEWALK EASEMENT
WE
WATER EASEMENT
OF
OPEN FENCING REQUIRED ALONG 1
LOT LINE IN ACCORDANCE WITH
SECTION &4 OF THE
FORM -BASED CODES MANUAL.
LINE TYPE LEGEND
REPLAT
EDGESTONE AT LEGACY
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THE PURPOSE OF THIS REPLAT IS TO REVISE
THE DRAINAGE EASEMENT TO FLOODPLAIN
DRAINAGE EASEMENTS AND TO UPDATE THE
FLOODPLAIN INFORMATION TO REFLECT THE
APPROVED LOMR INFORMATION.
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
CITY OF FRISCO, DENTON COUNTY, TEXAS
f
STATE OF
COUNTYOF COLLIN
CITY OF
BEING a tract of land situated in the James Ogden Survey, Abstract No. 980, City of Frisco, Denton County, Texas,
being all of Lot I X, Block 1, Lots I X, 4X, 38 and 39, Block J of Edgestone at Legacy Phase 1 A, according • the Final
Plat thereof recorded in Document No. 2016-2257 of the Plat Records of Denton County, Texas, also being ,.. «
of a called 173.034 acre tract of land described in a Special Warranty Deed to HT Stonebrook Land I LP, as recorded
in Document No. 2015-87517 of the Official Records of Denton County, Texas, and being more particularly described
as • •
BEGINNING at a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northerly northwest comer of said Lot
1X, Block 1, common to the north end of a comer dip at the intersection of the southerly right-of-way line of
Stonebrook Parkway, a variable width right-of-way, according to the right-of-way dedication recorded in Document
No. 2005-32375 of the Official Records of Denton County, Texas and as dedicated by said Final Plat of Edgestone at
Legacy Phase 1A, with the easterly right-of-way line of Edgestone Drive, a variable width right-of-way, as dedicated
in said Final Plat of Edgestone at Legacy Phase 1A, and at the beginning of a curve to the left having a central angle
of 0'40'12", a radius of 1560.00 feet, a chord bearing and distance of North 89052'11" East, 18.24 feet;
Parkway, the following course&
In a northeasterly direction, with said curve to the left, an arc distance of 18.24 feet to a /8 inch iron rod with
plastic cap stamped "KHA" set for riser:
North 8932'05" East, a distance of 598.33 feet to an "X" cut set for comer;
South 82029'08" East, a distance of 101.51 feet to an "X" cut set for comer;
North 89°31'18" East, a distance of 111.87 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
t 1 Bock 1' northeast comer of said Lot X Bl
ock ,
THENCE South 0'28'42" East, departing the southerly right-of-way line of said Stonebrook Parkway and along the
easterly line of said Lot 1 X, Block 1, a distance of 10.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set
for the northernmost southeast comer of said Lot 1X, Block 1, common to the northeast comer of Lot 10, said Block 1;
THENCE along the southerly line of said Lot 1X, Block I and the northerly lines of Lots 1 thru 10, said Block 1, the
following courses:
South 89031'18" West, a distance of 112.28 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for
corner,
North 84'12'04" West, a distance of 37.49 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for
comer;
South 89032'04" West, a distance of 378.51 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
northwest comer of said Lot 3, Block 1, common to the northeast comer of said Lot 2, Block 1;
South 83'2822" West, a distance of 65.36 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
northwest comer of said Lot 2, Block 1, common to the northeast corner of said Lot 1, Block 1;
South 79'01'28" West, a distance of 66.11 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
northwest comer of said Lot 1, Block 1, common to an ell comer of said Lot 1 X, Block 1;
THENCE South 0'28'42" East, along the easterly line of said Lot 1X, Block I and the westerly line of said Lot 1, Block
1, a distance of 151.27 feet to a 5/8 inch iron rod with plastic cap stamped 'KHA" set for the southernmost southeast
comer of said Lot 1 X, Block 1, common to the southwest comer of said Lot 1, Block 1, being on the northerly
right-of-way line of Hazelwood Avenue, a 60 foot wide right-of-way, as created in aforesaid Final Plat of Edgestone at
Legacy Phase 1A, and at the beginning of a non -tangent curve to the left having a central angle of 6'36'02", a radius
of 430.00 feet, a chord bearing and distance of South 62'36'18" West, 49.51 feet;
THENCE along the southerly line of said Lot 1X, Block I and the northerly right-of-way line of said Hazelwood
Avenue, the following courses:
In a southwesterly direction, with said curve to the left, an arc distance of 49.54 feet to a 518 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the right having a central angle of
30'1345", a radius of 270.00 feet, a chord bearing and distance of South 74°25'09" West, 140.80 feet;
In a southwesterly direction, with said curve to the right, an arc distance of 142.45 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set for comer;
southerlySouth 89032'02" West, a distance of 5.89 feet to a 5/8 inch iron rod with plastic cap stamped "KHA* set for the
•uthwest comer of « Lot• • • to the southof • « at the intersection
of the northerly right-of-way line of said Hazelwood Avenue with the easterly line of aforesaid Edgestone Drive
YUCE WA 45*27'58" Wei, degarting the northQ ri�ht-of-waj line of said Hazelwood Avenue, continuing aloll
plastic cap stamped "KHA" set for the northerly southwest comer of said Lot 1 X, Block 1, common to the north end
said comer clip, being on easterly right-of-way- of .. Edgestone rr
THENCEIVorth 0*2T58" West, along the wested4 line of said Lot I X, Block I and the easterly right-of-way line of sal
Edgestone Drive,distance of .. 5/8 inch iron rod with plastic cap •-. •
northwest comer of • LotBlock 1, commonto the southa of • « comer clip at the intersection
Northeasterly right-of-way line of Edgestone Drive with the southerly right-of-way line of Stonebrook Parkway;
THENCE i636" East, departing « of .• Edgestone Drive,♦northerly]
line of said Lot I X, Block I and said comer clip, a distance of 35.02 feet to the POINT OF BEGINNING and
containing « of s more or
U�
BEGINNING at a 5/8 inch iron rod with plastic cap stamped "KHA" set for the southerly southeast comer of said Lot
4R, Block J, common to the northeast corner of Lot 1X, Block J of Edgestone at Legacy Phase 1, according to the
plat thereof recorded in Document No. 2017-331 of the Plat Records of Denton County, Texas, being on the westerly
line of a called 84.670 acre tract of land described in a deed to City of Frisco, Texas, as recorded in Document No.
2015-87567, Official Records of Denton County, Texas;
THENCE North 66'40'24" West, departing the westerly line of said 84.670 acre tract, along the southerly line of said
Lot 4R, Block J and the northerly line of said Lot 1X, Block J of Edgestone at Legacy Phase 1, a distance of 130.31
feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the southwest comer of said Lot 4R, Block J,
common to the northwest corner of said Lot 1X, Block J of Edgestone at Legacy Phase 1, and the southwest comer
of said Lot 1X, Block J of Edgestone at Legacy Phase 1A, also being on the easterly right-of-way line of Edgestone
Drive, a variable width right-of-way, as dedicated in said Final Plat of Edgestone at Legacy Phase 1A, and at the
beginning of a non -tangent curve to the left having a central angle of 3'45'33", a radius of 630.00 feet, a chord
bearing and distance of North 25034'00" West, 41.33 feet;
THENCE along the westerly line of said Lot 1X, Block J of Edgestone at Legacy Phase 1A and the easterly
right-of-way line of said Edgestone Drive, the following courses:
In a northwesterly direction, with said curve to the left, an are distance of 41.33 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set for comer;
North 2702647" West, a distance of 133.54 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the
beginning of a tangent curve to the right having a central angle of 42'23'40", a radius of 88.00 feet, a chord
bearing and distance of North 6014'57" West, 63.64 feet;.
In a northwesterly direction, with said curve to the right, an arc distance of 65.11 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the left having a central angle of 71016'19",
a radius of 67.50 feet, a chord bearing and distance of North 20'41'17" West, 78.66 feet;
In a northwesterly direction, with said curve to the left, an arc distance of 83.97 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the right having a central angle of
56'42'43", a radius of 71.00 feet, a chord bearing and distance of North 27'58'05" West, 67.44 feet;
In a northwesterly direction, with said curve to the right, an arc distance of 70.28 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the left having a central angle of 953'04",
a radius of 212.00 feet, a chord bearing and distance of North 4'33'15" West, 36.53 feet;
In a northwesterly direction, with said curve to the left, an arc distance of 36.57 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the right having a central angle of 01 O'l5"
a radius of 375.50 feet, a chord bearing and distance of North 9024'40" West, 1.12 feet;
In a northwesterly direction, with said curve to the right, an arc distance of 1.12 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set for comer;
North 7605641" East, a distance of 13.03 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the
beginning of a non -tangent curve to the right having a central angle of 8°43'31", a radius of 362.50 feet, a chord
bearing and distance of North 4'49'44" West, 55.15 feet;
In a northwesterly direction, with said curve to the right, an arc distance of 55.20 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set for corner,
North 0027'58" West, a distance of 192.22 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
southerly northwest comer of said Lot 1X, Block J of Edgestone at Legacy Phase 1A, common to the south end
of a comer clip at the intersection of the easterly right -of --way line of said Edgestone Drive with the southerly
right-of-way line of Hazelwood Avenue, a 60 foot wide right-of-way, as created in said Final Plat of Edgestone at
Legacy Phase 1A;
THENCE North 44020'55" East, departing the easterly right-of-way line of said Edgestone Drive, along the northerly
line of said Lot 1X, Block J of Edgestone at Legacy Phase 1A and said comer dip, a distance of 14.19 feet to a 518
inch iron rod with plastic cap stamped "KHA" set for the northerly northwest comer of said Lot 1 X, Block J of
Edgestone at Legacy Phase 1A, common to the north end of said comer clip, being on the southerly right-of-way line
of said Hazelwood Avenue, and at the beginning of a non -tangent curve to the left having a central angle of
28059'38", a radius of 330.00 feet, a chord bearing and distance of North 73'48'06" East, 165.22 feet;
THENCE along the northerly line of said Lot 1X, Block J of Edgestone at Legacy Phase 1A and the southerly
right-of-way line of said Hazelwood Avenue, the followingcourses:
In a northeasterly direction, with said curve to the left, an arc distance of 166.99 feet to a /8 inch iron rod with
plastic cap stamped "KHA" set at the beginning of a reverse curve to the right having a central angle of 7'38`10",
a radius of 370.00 feet, a chord bearing and distance of North 63'07'22" East, 49.27 feet;
In a northeasterly direction, with said curve to the right, an arc distance of 49.31 feet to a 5/8 inch iron rod with
plastic cap stamped "KHA" set for the northerly northeast corner of said Lot 1X,Block J of Edgestone at Legacy
Phase 1A, common to the northwest comer of Lot 31, Block J of Edgestone at Legacy Phase 1A;
THENCE South 23'03'33" East, departing the southerly right-of-way line of said Hazelwood Avenue, along the
easterly line of said Lot 1X, Block J of Edgestone at Legacy Phase 1A and the westerly line of said Lot 31, Block J, a
distance of 129.05 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the southwest comer of said Lot
31, Block J, common to an ell comer of said Lot 1X, Block J of Edgestone at Legacy Phase 1A;
THENCE along the northerly line of said Lot 1X, Block J of Edgestone at Legacy Phase 1A and the southerly lines of
said Lot 31, Block J and Lots 32 thru 37, said Block J of Edgestone at Legacy Phase 1A, the following courses:
North 74*06'11" East, a distance of 60.08 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
southeast comer of said Lot 31, Block J, common to the southwest comer of said Lot 32, Block J;
North 89'31'10" East, a distance of 62.30 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for the
southeast comer of said Lot 32, Block J, common to the southwest comer of said Lot 33, Block J;
North 89*31'18" East, a distance of 195.00 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for the
southeast comer of said Lot 35, Block J, common to the southwest comer of said Lot 36, Block J;
South 83'3741" East, a distance of 65.47 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
southeast comer of said Lot 36, Block J, common to the southwest comer of said Lot 37, Block J;
North 89031'18" East, a distance of 65.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the
southeast comer of said Lot 37, Block J, common to an exterior comer of said Lot 1 X, Block J of Edgestone at
Legacy Phase 1A, being on the westerly line of aforesaid Lot 38, Block J;
THENCE North 0028'42" West, along the westerly line of said Lot 38, Block J and the easterly line of said Lot 37,
Block J, a distance of 136.97 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northwest comer
of said Lot 38, Block J, common to the northeast comer of said Lot 37, Block J, being on the southerly right-of-way
line of aforesaid Hazelwood Avenue;
southerlyTHENCE along the northerly line of said Lot 38, Block J, the northerly line of aforesaid Lot 39, Block J, and the
• . - of • Hazelwood Avenue, ... •courses:
South 47'47'04" East, a distance of 11.24 feet to a 518 inch iron rod with plastic cap stamped "KHA" set at the
beginning of a non -tangent curve to the left having a central angle of 144*00'40', a radius of 60.00 feet, a chord
bearing and distance of South 82*04'41" East, 114.13 feet;
in a southeasterly direction, with said curve to the left, an arc distance of 150.81 feet to a 5/8 inch iron rod with
plastic cap stamped 'KHA" set for the northernmost comer of said Lot 39, Block J, common to the southwest
comer of Lot 1 OX, said Block J of Edgestone at Legacy Phase 1A;
THENCE South 63'59'58" East, departing the southerly right-of-way line of said Hazelwood Drive, continuing along
the northerly line of said Lot 39, Block J and along the southerly line of said Lot 10X, Block J, a distance of 13.32 feet
to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northeast comer of said Lot 39, Block J, common to
the southeast comer of said Lot 10X, Block J;
THENCE South 0'28'42" East, along the easterly line of said Lot 39, Block J and the easterly line of aforesaid Lot 4X,
Block J, a distance of 195.95 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northerly
southeast comer of said Lot 4X, Block J, being on the southerly line of aforesaid 173.034 acre tract, and on the
northerly line of aforesaid 84.670 acre tract;
THENCE South 88'32'18" West, along the southerly line of said Lot 4X, Block J and the northerly line of said 84.670
acre tract, a distance of 251.29 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for an ell comer of said
Lot 4X, Block J, common to an exterior comer of said 84.670 acre tract;
THENCE South 30'02'36" West, along the southeasterly line of said Lot 4X, Block J and the northwesterly line of
said 84.670 acre tract, a distance of 656.82 feet to the POINT OF BEGINNING and containing 7.267 acres (316,538
square feet) of land, more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, HT STONEBROOK LAND I LP, acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above
described property as EDGESTONE AT LEGACY PHASE 1A, BLOCK 1, LOT 1X, BLOCK J, LOTS 1X, 4X, 38 AND 39, an addition to the City of Frisco, and does
hereby dedicate to the public use forever, the streets and alleys shown thereon.
HT STONEBROOK LAND I LP, does herein certify the following:
1. The streets and alleys herein are dedicated in fee simple for street and alley purposes.
Z All public improvements and dedications shall be free and dear 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 place 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.
FLOODPLAiN DRAINAGE EASEMENT
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:
"
lots that are
r of the lot or at
Easement" shall amain unimproved r v d t time and maintained b the Owners
shown n the at as "Floodplain
in Drainage Ease n o e a all s a be
The area or areas sho o I
P 9 P Y
P
traversed by, or adjacent to the said Floodplain Drainage Easement. The area within the Floodplain 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 resulting from the occurrence of these natural phenomena.
The City will not be responsible for the maintenance and operation of the Floodplain Drainage Easement or for any damage to private property or person that results from
the flow of water within the Floodplain Drainage Easement. No obstruction to the natural flow of storm water shall be permitted by construction of any type within the
Floodplain Drainage Easement unless approved by the Director of Engineering Services. Each property owner shall keep the portion of the Floodplain 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 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 Floodplain Drainage Easement at
any point, or points, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. The natural drainage
through the Floodplain Drainage 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 Floodplain 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.
WITNESS, my hand, this a day of " t t 0 L)R-`% , 2017.
BY: HT STONEBROOK LAND I LP, a Delaware limited partnership
BY: HT SB Land I GP LLC, its general partner
BY: HT Stonebrook LP, its sole member
BY: Hines Stonebrook Associates Llmited Partnership, its general partner
BY: Hines Stonebrook GP LLC, its general partner
BY: Hines Investment Management Holdings Limited Partnership, its sole member
BY: HIMH GP LLC, its general partner
BY: Hines Real Estate Holdings Limited Partnership, its sole member
BY: JCH Investments, general partnerZZ
�r
O
BY:
obert W. Witte
Senior Managing Director
STATE OF TEXAS §
COUNTY OF _ �u §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Robert W. Witte, Senior Managing Director of JCH
Investments, Inc., the General Partner of Hines Real Estate Holdings Limited Partnership, the Sole Member of HIMH GP LLC, the General Partner of Hines investment
Management Holdings Limited Partnership, the Sole Member of Hines Stonebrook GP LLC, the General Partner of Hines Stonebrook Associates Limited Partnership, the
General Partner of HT Stonebrook LP, the Sole Member of HT SB Land I GP LLC, the General Partner of HT Stonebrook Land I LP, a Delaware limited partnership, on
behalf of said limited partnership, 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" ` _'2017.
dui �k
Notary Public, State of Texas
LORRIE KURRUS
* ' * My COMMISSION EXPIRES
07/03121
a��NOTARY ID: 12694975-7
That 1, 5ylviana Gunawan, do hereby certify thatt aced this plat and the field notes made a part thereof
from an actual and accurate survey of the land arI the corner monuments shown thereon were property
placed under my personal supervision, in accordagwwith the Subdivision regulations of the City of Frisco,
Texas.
S vVitana Gunawan
Registered Professional Land Surveyor No. 6461 SYLVIANA GUNAWAN
Kimley-Horn and Associates, Inc. ...............................
5750 Genesis Court, Suite 200 `; 6461 v
Frisco, Texas 75034
Phone 972-335-3580e
Fax 972-335-3779 8 U P,
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a notary Public iriimd for The State of Texas, on this day personally appeared
Sylviana Gunawan, known to me to be the perswmnd officer whose name is subscribed to the foregoing
instrument, and acknowledged to me that he exe , the same for the purposes and considerations therein
expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OF this the day of 2017.
..�F'fi KRISTEN ELAINE P
ublic Sty#eof Texas ..��..Ue, URCELL
N to <" a4
max' nS Notary Public, State of Texas
•., .'e, Comm. Expires 07.26-202?
Notary ID 131222979
CERTIFICATE OF APPROVAL
APPROVED this the day of , 2017
:risco, Texas.
PURPOSETHE REPLAT IS
3 REVISE
THE DRAINAGE EASEMENT TO FLOODPLAIN
DRAINAGE
♦a EASEMENTS AND TO UPDATE
FLOODPLAIN INFORMATION TO REFLECT THE
APPROVED LOMR INFORMATION.
REPI AT
` .,
PHASE
y A BLOCK
BLOCK. J, ! * AND 39
.<
�► ♦PI s ♦ ' r
ZONING:' Ir •
2 SINGLE FAMILY-7 LOTS
1 LOTS (8.137 ♦ i
1, SURVEY, ABSTRACT O 4 *. Ir,.....
CITY OF FRISCO, DENTON COUNTY,•
.•. .. 10!
K10 MIPNOOV >>> Horn
Suite 200 Tel. No. (972) 335-3580
* • No. (972) 335-3779
Drawn by * «Date
Project No.Sheet
1
ENGINEER / SURVEYOR:
Kimley-Hom and Associates
State of Texas Registration No. F-928
13455 Noel Road, suite 700
Dallas, TX 75240
P (972) 770-1300
F (972) 239-3820
Contact: Ben Williams, P.E.
OWNER / APPLICANT:
HT Stonebrook Land I LP
clo Hines Interests LP
Attn: Robert W. Witte
2200 Ross Ave. 4200w
Dallas, TX 75201
Filed for Record
in the Official Records Of:
Denton County
On: 11117/2017 8:20:29 AM
In the PLAT Records
EDGEBTONE AT LEGACY PH
Doc Number: 2017-470
Number of Pages: 2
Amount: 100.00
Order#:20171117000085
By- CR