HomeMy WebLinkAboutSD5202AKENDOLPH DRIVE DRAINAGE EASEMENT THE BRADLEY FAMILY TRUST I VIRGIL DAN SMITH AND SHARON SMITH I TAYLOR PARK CHURCH
Doc. No. lsss-0ee9oa DOG. NO. 1997-60633 1X OF THE NAZARENE PUBLIC DRAINAGE EASEMENT
(A VARIABLE WIDTH R.O.W.) O.R.D.C.T. O.R.D.C.T. BLOCK G ( DOC. NO. 1995-52411 DOC. NO. 2005-35385 Doc. No. zO.RO..T. r 9
O.R.D.C.T.
o.R.D.c.r. _ _ _ _ _ NORTH
S88°5541"E 1190.60' O.R.D.C.T,
---T --i t o __ _ __ _ _ _ 61.00 52.00' 111 5200' 52.00' S2.00' S2.00' 52.00' S2.o0' T1 52.00' 52.00T52.00' 52.00' S2.00' 52.00' 52,00' S200' 52.00' 7L30' 19.71' DS P.O.B.
L ---}-
--.Lin 22 N57°3223W 1X I IRFC
3 � �� 80.42' CUR IRE "GERRY
W o _ _ BLOCK G CURTIS 5' IN 1640' 10
C ? 3 GRAPHIC SCALE IN FEET
o 0 0 0 0 0 to I I I mlo m o a o m o 5591748E )
,d into ml"o mlo ml'o alo m o m o m o m o � N79°4T25'W 1.26'
38 e v 37 a vo 0 o Crib m oo m oo n o0 26 n F.D.E. I N:7120045.37 0 o w 20
e 'BLOCKG $Im 42 glm 41 0l� 40 $I� 39 olMr 36 < Mi 35 $ 34 0 33 0 32 0 ,� 31 l0 30 olN 29 elm 28 lm 27 eh o 18.81' 1.0, ea
E:2382178,93
I l` I gl�� 25 E.D.E,1*OFFSET I 1"=so'@zax3s
O I U) N m N N N to N V) to to (n -
Z m m m m u) h G �aS1 FROM LOT LINE
Z ( BLOCK 1
143°5 _ _ _� _ - -F _ _ -� MIN °N90�A �\DRAINAGEAREA
_ 73.25' y�0. m _
5'41"tA 51.00'--52.00'--52.00'-52.00'--52.00"- 52.00'--52.00'--52.00'-"52.00'--52.00'- 52.00'--52.00'--52.00'- 52.00'--52.00'- 52.00'--52.00'- o °o C�P.R.00T. t1 A - TO
S88°55'41'E I T81.52' - - LOT 3. BLOCK 2 BILE. . 02 d 90 6] 83T'W I -- -- NOT
35.18'
14.14' N88°55'41 W 152.44' N e'U.E. s3N24fi4AN m ITY MAP - - - T
LOT 10, BLOCK z B VICINITY
-
�- 10 Ne°19'11"w _ owoL� I�
RAZORBILL) ROAD -- - N N 5j3°53'� Via 66.83' \ , B U.E. e'LLE F R=55 34 m I 12 °p N ���
--84.46'.---52.00� _52.00' --52.00'--52.00'.- _52.00-52A0'- 5200'--.52.00'--52.00' -r
_52.00'_-52.DO' S2.00'---44.85'- `T4 I F OIODPLAIN _ 1/2'IRF L J� J I� ! a- l�'.I TS OF
L ,
W n` w w� cal IT � 7 ca-
MIN FF=648.8
ELI
11-63 > 23 e I�I
z ° l0 18 61c, ° Is b $ $ ( o $ $ w Ng
� o m o MI 1�8116`2rn 4 fi645'09V I I LINE TYPE LEGEND �i w"-I -C F ° //1/
Flo I I I I to o to (o a w unsk[.
18 S M 19 8 m 20 8 0 21 g d 22 8 m 23 'o d 24 g 25 e d 26 8 27 g 28 $ 29 g 30 S u 31 m, 1 m o - -
O\
BLOCK H I I I I� I I I I I I I I I BLOCK H I m, 13 _-- -- _M-0FwArLwE ' _I z z z z z z z z` i z z z z m 22 I ° SURVE LINE
_ _ V.E. a MIN FF6486 m m oLO LOT unE m � TERLINE
_.
- -- - - - 7 - 07 uNe I Nae�sb�w 10' - - -
� I � 3/B' IRE
N51°16'10"W - - 0' - - - 3.15' - - - 11s25' --_ \ - _ - - - -
49.09' S2.00' S2.00' S2.00' S2.00' 52.00' S2.00' S2.00' S2.00' _ 52.00' 52.00' 52.00' 52.00' 73.15' I 0.36' - 1
L EASEMENT LINE J L
44.6T - _ _ -- �owER unE �N J
T 27.5 2T5' e - _ FLOCOPWNUMIT9 LINE L_ .°rk�-.L
N88055'41"W 153.09' o of 21 o N2°26'40'E1 DUDLEY
550• STREET
m MIN FF=648.2 m 5205' I
N88°55'41'W I
W 11 elvoi fl$ °'I$ °'I$ ZI$ r'I$ °'I$lo orlo mlo vooil 115.00'
BLOCK HPI� 10 olui 9 �lui 8 gl:: Q7 0l^ 6 olui 5 glui 4 oU: 3 olvi 2 �luoi 1 o N N 20 a DRAINAGE AREA I 1
p m ti N w ul m VI I I MIN "� P.R.D.0 T.
ED m BLOCK H 1` m CAB. A, PG. Sa TAYLOR PARK NOTES:
Z N88°55'41'W I SUBDIVISION 1. The surveyed property is all of the property described in the Paid Up Oil and Gas Lease recorded in Instrument No.
_ _ _� �_ 2.25' VE. 115.00' I I CAB. A, PG. 54
52.00' 52.00--52.00�- "52.00'- Si_.00'-52.�0''=I-'S2.00'- 52.00' - 52.00'- 52.00'- - 63.15'- I ,,5 q $ I - _ 2004-144176, Official Records of Denton County, Texas. The surveyed property is all of the property described in the Paid Up
to I P.R.D.C.T. Oil and Gas Lease recorded in Volume 5160, Page 2393, Deed Records of Denton County, Texas. There are no known gas or
LOT 5, BLOCK2
- �, IN 19 N I I pipeline easements other than those shown hereon within the bounds of the surveyed property.
HOME ACRES "' 8' U.E. '� MIN FF=647.4
CAB. A. PG. 177 N88°55'41 "W Q F CKE.
PRD c T. - b - N88'65'41'W 533,26' KENDOLPH DRIVE ea°55'41"W I 2 2. The nit coordinates shown are based upon the Texas State Plane Coordinate System, North Central Zone, North American
67.39' 4181' N - LO I g
62.70' 34.93' 391.45' y 115.00' I Datum of 1983 on grit ceedinate values, no scale and no projection.
8' U.E. n V.E. V.E. 8' U.E. LOT 4, BOCK Z n
- - duo �A " �/ W ry 18 N 1 I - _ 3. Discharge from any detention pond outfall or storm drain curial may require an offsite drainage easement to accommodate the
N1°04'19"E 05.04'-L78- ToT 56.70'_�--52.00'--52.00'- 52.00'_ 52.00'- 51.00'.-� m ml I
55.00' L17 I MIN FF=s4To N7°oa'19'E flow. If an offsite drainage easement is required, a study shall be made of the off -site property to determine the size of the
5.50' 27.5' 27.5' 8.5T �' V.E.W , I N88°55'41'W 259.94'
00 m fi j Q !� 1 ( I drainage easement to accommodate the flow.
12 5I0. 1 28.6T 2 I is.oa 1.a I 3
CALLED 213.9613 ACRE TRACT m BLOCK K 'q' 3 8 0 g o 1 ( 4. All comers are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted.
FORESTAR (USA) REAL ESTATE GROUP INC. N89°31'09'E I �I$ �I$ ml$ °'lo °-'lo z O of 17 N
12 a wi 11 v9 10 a cad 9 e m 8 m 7 $ -1 In MIN FF=646.9 m F.D.E. T OFFSET 5. The minimum finished floor elevations shall be provided when a building permit application is submitted. The minimum finished
INST. NO. 20200624000409 715.00' II to PI'- �If PI'- PI� $I�BLOCKLo _J I FROM LOT LINE _
O.R.D.C.T. y ( W N88°55'47"W y floor elevations shall be based on the current FEMA data. The minimum finished floor elevations are tied to City of Denton
m tp � m h �l �� ��-'l/ I LIMITS OF
J
%'115.00' FLOODPLAIN Benchmarks based on NAVD 1988 datum.
o 16 $ I I 46. Important Notice: The City of Denton has adopted the Natlonal Electdal Safely Code (the "code"). The cede generally prohibits
LOT AREA TABLES N89 37 0E'D MIN FF=646.5 m - - ( I I I structures within 17.5 feet on either side of the centedine of overhead distdbution lines and within 37.5 feet on ether side of the
i B feet
its will not be
7157701
BLOCK G
BLOCK G
BLOCK H
BLOCK K
BLOCK L
LOT NO.
ACRES
SQ. FT,
LOT NO.
ACRES
SQ. FT.
LOT NO.
ACRES
SQ. FT.
LOT NO.
ACRES
SO. FT.
LOT NO.
ACRES
1X
Was
252,108
23
0.156
6,780
1
0.192
8,363
1
0,137
5,980
1
0,163
7,083
2
0.140
6.107
24
0.179
7.809
2
0.137
5,980
2
OJ37
5.980
2
0,137
5.980
3
0.140
6,107
25
0.207
9,013
3
0.137
5,980
3
0.137
5,980
3
0.137
5,980
4
0.140
6,107
26
0.153
6,663
4
0.137
5,980
4
0.137
5,980
4
0,137
5,980
5
0.154
6,692
27
0.137
5,980
5
0,137
5.980
5
0.137
5,980
5
0.137
5,980
6
0.176
7,659
28
0.137
5,980
6
0.137
5,980
6
0.137
5,980
6
0.160
6,965
7
OA37
5,981
29
0.137
5,980
7
0.137
5.980
7
0.137
5,980
7
0.160
6,965
8
0.137
5,981
30
0.137
5.980
8
0.137
5,980
8
0.137
5,980
8
0.137
6,980
9
OA37
5,981
31
0.137
5,980
9
0.137
5,980
9
0.137
5,910
9
0,137
5,980
10
0.140
6,103
32
OA37
5,980
10
0.137
5,980
10
0.137
5,980
10
0.137
5,980
11
0.142
6,168
33
0.137
5,980
11
0.137
5,900
11
0.137
5,980
11
0.137
5,980
12
0.199
8,662
34
0.137
5,980
18
0.212
9,230
12
T163
7,083
12
0.171
7,441
13
0.193
8,394
35
0,137
5,980
19
0.137
5,980
26X 0066 2,896
LOT 8, BLOCK 2
14
0.142
6,193
W
0.137
5.980
20
0.137
5,980
15
0,140
6,110
37
0.137
5,980
21
0.137
5,980
16
0.137
5,980
38
0.137
5,980
22
0.137
5,980
17
0.137
5.980
39
0A37
5,980
23
0.137
5,900
18
0.137
5,980
40
0.137
5,980
24
0.137
5.980
19
0.137
5,980
41
0.1 W
5980
25
0.137
5,980
20
0,137
5,980
42
0.137
5,980
26
0.137
5,980
21
0.138
6.012
43
0.160
6,965
27
0.137
5,980
22 0,153 6,649
L_-- --
_--
28
0.137
5,980
29
0.137
5,980-
30
0.137
5,980
31
0.178
7,775
63.58' 52.00' 52.00' 5200' 52DV 61.00, ( N88°55'41"W I centerline of overhead transmission lines, In some instances the code requires greater cearanCES. ui mg perm
it N ( issued for structures within these clearance areas. Contact the building official with specific questions.
0 8'U.E. 115.00, W-2613'W
10 IN,
I W
N m o 52.24' QJ
8' U E. 0 15 e � 7 All lots with an X designation are Open Space and Drainage Easements maintained by the Home Owners Association (HOA).
--. --N89°31'09'E _ -lo_ w - w w1,-, w - IN N N I ,� 5 . .
wj '- to - -� - °'I$---°'1-�._ _ - $I OLDL TLINE L_ MIN FF=646.5 'n a
115.00, I o 1 g ,rS 2 8 m 3 a 4 a In 5 g ,.i 6 0 N88°56411ft --- p - --T- I I 8. Access to Floodway and Drainage Easement located in Lot 1X, Block G provided by Parvin Street proposed by Eagle Creek -
o $ I `BLOCKL ° I� I� I� (F ° IF 275' 27.5' - Phase IB.
o z Z z z r 120.00' I I --
,`i 9 z 550' MINFF=646.5
m M o I I o I 9. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121CO36OG and Map No.
N89°31'09'E I l 22.10' t0.09' , 17.43' 14 ,' a 6 ty' rP p 1 f� 48121 C0370G for Denton, Denton Coun Texas and ince orated areas, dated A nl 18, 2011, this property is located within
715.00' �� i .E. !B _ - ^ry I Zone X shaded defined as "Areas of 0.2 %annual chance flood; areas of 1 %annual chance food with average depths of less
-50.46�- 52.00'--5�.00'- 52.00'--52.00'--51.00'-- N88°55'41"VV o 7/2'IRF ( )
o R-55' I I rq than 1 foot or with dreinage areas less than 1 square mile; and areas protected by levees from 1 % annual chance flood" and
$ 8I 9' U.E. _ 115.35 N N1 0420'E Zone AE defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood
S88.55'41"E 383.73' 7s �m N 8043 - - Elevations determined)". If this site is not within an identified special flood hazad area, this flood statement does not imply that
"J 13 3 the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and
JACKDAW ROAD _ _ _ _ _ _
t15.00' I I E' 8' U.E. 20.76' 3 BLOCK G .� - 1 will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on
'1 f' N o °' ) the part of the surveyor.
MINFF=646.5 m ' SD5202A G01 S05 C05
n 7 Nl m _58.59'_- 52,01'_ 52.01'-J52.01'.--52.01'_ 33.44'� '� �96., 1.0' h 1 7 7
cc '" V.E. 7.98' 19.28' '7.67, L - Us ) I 7
N89°31'09"E „.3,. J 'tr " / I 76279 HOME ACRES ADDN BILK 2 LOT 3-1 WALL
1t5.00' W W ru W ? 12 `5^ ^`5
r'I$ -
0 o I o o m
co 0 6 6 $vi 7 0,.5 8 gvi 9 gm 10 am 11 "' N Ay 9°
N N ail o I� I� I� I:- ol� .a- ao u! -. MINFF=646.5 ^B L27 1
Z N89°31'09'E� l'- z z z z
_ �L' I m F.D.E. 1'OFFSET
115.00' w I MINFF-6 o MINFF=646.5 MINFF=646.5 1.0' FROM LOT LINE I 8 FINAL REPEAT
z I MIN FF=643.9 MIN FF=643.9 L24 L26
0 5 a o I I 65.4T 52.01' 52..01' 5201' S2 22' 52 L23 40.00' 40"W I I
_ _ EAGLE CREEK -PHASE 2A
m
N83°46.59"W , S7213'51"W 1
MIN FF=643.8
N89_31'09"E o SBB°55'41"E
OC h a 102.9'r _ _ L21_ L22, 37.52'
115.00' N p l$) gLOCKG I - - 125 1 9 22.6521 GROSS ACRES
Z OTs,eLocKz ( 91 SINGLE FAMILY LOTS
N 4 N m Q S69°31'09"W 1
m U
N89°31'09"E I o 0 1744 _1 2 HOMEOWNERS' ASSOCIATION LOTS (5.854 ACRES)
o�F.D.E. 1'OFFSET
15.00' l 4
0 - CMIN FF=643A FROM LOT LINE I BEINGA REPLAT OF ALL OF LOTS 3 5 BLOCK '
3 Hl l 1 S89°31'09^N ' BLOCK G
m JI -7.44' - tg AND PART OF LOTS 6-10, BLOCK 2
111 '
N89°31'09"E - fit - - r - -- - -_-- - - __-_ OLD LOT LINE
115.00' ( N0°2551"W -- --- - -- HOME ACRES
g o - -
27.5' 27.6 ai 3 MIN FF=643.0 ,N.r) z7z.3o i I r - AND BEING PART OF A 213.9613 ACRE TRACT
o $ 1 10, F.D.E. I A N B TOMPKINS, SURVEY ABSTRACT NO. 1246,
LEGEND
P.O.B. = POINT OF BEGINNING
R.O,W. = RIGHT-OF-WAY
A = CENTRAL ANGLE
IRFC = 5/8" IRON ROD W/ "KHA" CAP FOUND
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
IRE = IRON ROD FOUND
B.L. = BUILDING SETBACK LINE
U.E. = UTILITY EASEMENT
V.E. = VISIBILITY EASEMENT
F.D.E. = FLOODWAY AND DRAINAGE EASEMENT
D.R.D,C.T. = DEED RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS
P.R.D.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS
CURVE TABLE
NO,
2N 1- -- - mof ao I .S89°-31it
-- C
COUNTY, TEXAS
4ix UE._-117.4
N8931'09"E OLDLOTLINE
MIN FF=6431
'09"WS89°31Kimley)))Horn
N BLOCK K t17.44' 12
NI (o 25.41' I
13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300
115.00' 9.16' L2 I - I LOT 6, BLOCK 2 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
26.16' 26X L3 � I ( PUBLIC DRAINAGE EASEMENT � � Scale Drawn by Checked by Date Protect No. $heat No.
S89°31'09'W 100.00' ( Doc. No. 2004-22992 / 1/2' IRE - - 1" = 60' MTC JAD FEB. 2021 064498605 1 OF 2
LIMITS OF O.R.D.C.T.
C:17 \ FLOODPLAIN /
S89°31'09"W Cg=N77 �5 9' � 4=22°09'56" / I OWNER:
55.00' L-T$0 06"W R=367.50' / FORESTAR (USA) REAL ESTATE - - -
aR'S82.cord
50, N$$° L=142.17' DRAINAGE
2409, PG.72 I TAYLOR PARK GROUP INC. nlltheed tOffor c fat Records Of:
LOT 7. BLOCK _17°4?'S5" 733$ CB=N79°18'36"W D.R.D.C.T. 13 SUBDIVISION 2221 E. LAMAR BLVD., SUITE 790, in
County
-- - -� -- - - N: 382162.ea CAB. A, PG. 54
\41 \ 70g s0 C=141.29_ / /7 R:INAGE2.28 CONTACT:
K TX 76006-74 S In the PLAT1Reco Records
AM
/ / / P.R.D.C.T. CONTACT: KEVIN LAZARES
/ DRAINAGE AREA PRESCRIPTIVE RIGHT-OF-WAY PHONE: 972-310-8930 EAGLE CREEK PHASE 2A
CAB. A, PG. 54 Doc Number: 2021-129
PROPOSED P.R.D.C.T. BY USE AND OCCUPATION
N89°36'26'E /141.11' - - Number of Pages: 2
�-PARVIN STREET / - - ENGINEER:
/' / I I Amount: 100.00
L - - - - - 3/8"IRF PARVIN STREET KIMLEY-HORN AND ASSOCIATES, INC. Order#:20210405000372
SO°4TOO N/ - - - 13455 NOEL ROAD By: SG
10 SANITARY SEWER EASEMENT / / / IA VARIABLE WIDTH R.o W)
APPROXIMATE LOCATION VOL. D 1 - - - TWO RIA OFFICE TOWER,
A N B TOMPKINS SURVEY, ABSTRACT NO. 1246 OF SURVEY LINE _ _ (5/e" IRF'GER Y5.0 ' - -
PG. 458
R D c T ' SUITE 700
- - -.-_- - -- -- -- �� 7 -CURTIS RPLS 1640" r DALLAS, TEXAS 75240
N 57 5815 W 2. T - _ ___-- - -- ---- -- / ° " zb') / / CITY PROJECT NUMBER: FR20-0019 CONTACT BROOK PFIS ER P.E.
IL - -- -- -ASA HICKMAN SURVEY,Aff97RACTN0_52-1-- -- - -- - PHONE: 972-770-1300
LINE TABLE
LINETABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L7
N43°34'48"W
21.90'
L16
N04°16'22 E
51.66'
L2
N9°2B51"W
2.83'
L17
N83°5T45'E
40.03'
L3
S00°28'51"E
2.9'
L18
N83°49'46"W
69.30'
L4
S44°31'09"W
21.21'
L19
NO5'49'17'W
32Z5'
LS
N43°55'41^N
31.82'
L20
59°16'15'W
20796'
L6
S34'24'35W
26.93'
L21
S83°46'59"E
52.22'
L7
N45'1T44"E
13.95'
L22
S88°55'4PE
5304'
L8
N44°42'16"w
14.33'
L23
N01°04'19'E
115.78'
L9
WY17'44'E
13.95'
L24
S16°02'27'E
114.19'
L10
S44°42'16"E
1433'
L25
N72°13'51"E
38]0'
L11
S43°55'41'E
14.14'
L26
N54°35'40'E
40.33'
L12
S46°04'19"W
14.14'
L27
N35°13'4TE
76,M
L13
S46°04'19-W
14.14'
L28
N15°51.54'E
42.3T
L14
S53°5742'E
16.39'
L29
ND1'04'19"E
18.44'
L15
SOT-11-36-E
25.31'
0
U
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
24°4557"
300.00'
129.6T
N71°18'39'W
128.87'
C2
119°40'54'
55.00'
11489'
S53°42'267E
95.1T
C3
139°14'24"
5500'
133.66'
S46°O4'19'W
103.11'
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS, FORESTAR (USA) REAL ESTATE GROUP, INC., is the owner of a tract of land situated in the A N B Tompkins Survey, Abstract No.
1246, City of Denton, Denton County, Texas, being all of Lots 3-5, Block 2 and part of Lots 6-10, Block 2, Home Acres, an addition to the City of
Denton, Texas according to the plat recorded in Cabinet A, Page 177, Plat Records of Denton County, Texas and being part of a called 213.9613
acre tract described in Special Warranty Deed to Forester (USA) Real Estate Group Inc., recorded in Instrument No. 20200624000409 of said Official
Records and being more particularly described as follows:
POINT OF BEGINNING at a 5/8-inch iron rod with plastic rap stamped "KHA" found for a westerly putter ell comer of Taylor Park Subdivision, an
addition to the City of Denton, Texas according to the plat recorded in Cabinet A, Page 54 of said Plat Records; from said point a 5/8-inch iron rod
with plastic cap stamped'GERRY CURTIS RPLS 1640" found bears North 79"47'25" West, a distance of 1.26 feet;
THENCE South 01 West, a distance of 1217.79 feel to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer from which a 5/8-inch
iron rod with plastic cap stamped "KHA" found for the southwest comer of said Taylor Park Subdivision bears South 0"4TOO` West, a distance
of 65.01 feet;
THENCE departing said Taylor Park Subdivision, the following courses and distances:
South 89"36'26" West, a distance of 141.11 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 22"09'56", a radius of 367.50 feet, a chord bearing and distance of North 79*18'36" West, 141.29 feet;
f 142.17 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set
In a northwesterly direction, with said curve to the fight, an are distance o p p p
for corner;
North 68*1 Ti West, a distance of 106.50 feet to a point at the beginning of a tangent curve to the left having a central angle of 17"42'55", a
radius of 582.50 feet, a chord bearing and distance of North 77*0606" West, 179.39 feet;
In a northwesterly direction, with said curve to the left, an arc distance of 180.10 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for
comer;
North 43"3448" West, a distance of 21.90 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 0"28'51" West, a distance of 2.83 feet to a 5/8-inch iron rod with plastic rap stamped "KHA" set for comer;
South 89"31'09" West, a distance of 55.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
South 0"28'51" East, a distance of 2.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
South 44°31'09" West, a distance of 21.21 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
South 89"31'09" West, a distance of 100.00 feet to a 5/8-inch iron rod with plastic rap stamped "KHA" set for comer;
North 01 West, a distance of 661.74 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 1 *04'19' East, a distance of 55.00 feet to a 5/8-inch iron rod with plastic rap stamped "KHA" set for comer;
North 88"55'41" West, a distance of 87.39 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 1 *0419" East, a distance of 115.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 88"55'41" West, a distance of 153.09 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 51"16'10" West, a distance of 44.67 feet to a 5/8-inch iron rod with plastic rap stamped "KHA" set for corner;
North 1 `0419* East, a distance of 142.71 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 88"55'41" West, a distance of 152.44 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer;
North 43*55141" West, a distance of 14.14 feet to a 5/1 iron rod with plastic cap stamped "KHA" set for comer;
North 1"04'19" East, a distance of 115.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer in the south line of a tract of
land described in Warranty Deed to The Bradley Family Trust mcorded in Document No. 1997-60633 of said Official Records;
THENCE with said south line and the north line of said Lots 3 and 10, Block 2 of said Home Acres, South 88"55'41" East, a distance of 1190.60 feet
to the POINT OF BEGINNING and containing 22.6521 acres or 986,724 square feet of land, Top of Form
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983.
NOTES:
1. The surveyed property is all of the property described in the Paid Up Oil and Gas Lease recorded in Instrument No. 2004-144176, Official Records of
Denton County, Texas. The surveyed property is all of the property described in the Paid Up Oil and Gas Lease recorded in Volume 5160, Page 2393,
Deed Records of Denton County, Texas. There are no known gas or pipeline easements other than those shown hereon within the bounds of the
surveyed property.
2. The grid coordinates shown are based upon the Texas State Plane Coordinate System, North Central Zone, North American Datum of 1983 on grid
coordinate values, no scale and no projection.
3. Discharge from any detention pond outfall or stone drain outfall may require an offsite drainage easement to accommodate the flow. If an offsite
drainage easement is required, a study shall be made of the off -site property to determine the size of the drainage easement to accommodate the flow.
4. All comers are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted.
5. The minimum finished floor elevations shall be provided when a building permit application is submitted. The minimum finished floor elevations shall be
based on the current FEMA data. The minimum finished floor elevations are lied to City of Denton Benchmarks based on NAVD 1988 datum.
6. Important Notice: The City of Denton has adopted the National Electrial Safety Code (the "code"). The code generally prohibits structures within 17.5 feet
on either side of the centerline of overhead distribution lines and within 37.5 feet on either side of the centerline of overhead transmission lines. in some
instances the code requires greater clearances. Building permits will not be issued for structures within these clearance areas. Contact the building
official with specific questions.
7. All lots with an "X" designation are Open Space and Drainage Easements maintained by the Home Owners Association (HOA).
8. Access to Roadway and Drainage Easement located in Lot 1 X, Block G provided by Parvin Street proposed by Eagle Creek - Phase 1 B.
9. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121CO36OG and Map No. 48121CO37OG for Denton, Denton
County, Texas and incorporated areas, dated April 18, 2011, this property is located within ZONE X and ZONE AE. If this site is not within an identified
special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage.
On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not
create liability on the part of the surveyor.
STATE OF TEXAS §
COUNTY OF DENTON §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
property as EAGLE CREEK - PHASE 2A
THAT, FORESTAR (USA) REAL ESTATE GROUP INC., does hereby adopt this plat designating the herein describedp perty ,
an addition to the City of Denton, Denton County, Texas, and does hereby dedicate to the public use forever the streets and alleys shown thereon, and does
hereby reserve the easement strips shown on this plat for the mutual use and accommodations of all public utilities desiring to or using same. Any public utility
shall have the right to remove and keep removed all or part of any building, fence, trees, shrubs or other growths or improvements which in any way endangers
or interferes with the construction, maintenance, or efficiency of its respective systems on any of these easement strips, and any public utility shall, at all times,
have the right of ingress and egress to and from and upon the said easement strips for the purpose of construction, reconstruction, inspecting, patrolling,
maintaining and adding to or removing all or part of its respective system without the necessity at any time procuring permission of anyone.
WITNESS MY HAND, this ( B day of 104C4 , 2021.
FORESTAR (USA) REAL ESTATE GROUP INC.
By: // 7 Z..
Sig -nature
By: SRctw6d 13ew- I%rM(C_r.aPM6wr r7ra6aoR
Name - Title
STATE OFZ"xnS §
COUNTY OF 2M Vl+ § ^ �
BEFORE ME, the undersigned authority, on this day personally appeared J+eo%1:.t'1 �' iM , known to me to be the person whose name
is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, in the
capacity therein stated.
GIV&DER MY HAND AND SEAL OF OFFICE on the `d� 4' day of mtvc In, . 2021.
Notary Public, State of Texas
`aO1i STEPHANIE NGUYEN
_ pep r Notary Public. State of Texas
Comm. Expires I1 O 2021
°,�," Notary ID 131343214
SURVEYOR'S CERTIFICATION
I J. Andy Dobbs, 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 property placed under my personal supervision, in accordance with the Subdivision regulations of the City of
Denton, Texas.
_ z 7 n�,;
F •TJ. Andy DobbsDate0 •'•. SRegistered Professional Land Surveyor No. 6196'•Kimley-Hom and Associates, Inc.DOBBS13455 Noel Road, Two Galleda Office Tower, Suite 700 ..............Dallas, Texas 752406 �,Ph. (972) 770-1300��1?-•`Qandy.dobbs@kimley-horn.comB\,,. yo
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned authority, on this day personally appeared J. Andy Dobbs, known to me to be the person whose name is subscribed to the
foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, in the rapacity therein
stated.
GIVEN UN R MY HAND D SEAL OF OFFICE on the l day of 16' t1.4r L/✓ , , 2021.
AMANDA NEWTON
zi, en Notary Public. State of Texas
Cemm. Expires 02-20.2024
°o
Notary Public, State of Texas Nprary iD 132388465
APPROVED BY THE PLLANNING AND ZONING COMMISSION
ON /
THIS/FHE � DAY OF .0acl tiL�( , 24o
FINAL REPLAT 1'Orei
EAGLE CREEK - PHASE 2A
22.6521 GROSS ACRES
91 SINGLE FAMILY LOTS
2 HOMEOWNERS' ASSOCIATION LOTS (5.854 ACRES)
BEING A REPLAT OF ALL OF LOTS 3-5 BLOCK 2,
AND PART OF LOTS 6-10, BLOCK 2
HOME ACRES
AND BEING PART OF A 213.9613 ACRE TRACT
A N B TOMPKINS, SURVEY ABSTRACT NO. 1246.
CITY OF DENTON, DENTON COUNTY, TEXAS
CITY PROJECT NUMBER: FR20-0019