SD5326A-
Table Lot Area i OF BEARING
ABLE ': BASIS CURVE T
BI ock
`Lot
Area
-
S . Ft.'
q
Acres
H
32
15 363
0.353
H
33
15,363
0.353
H
34
15,363
0.353'
H
35
13,405
0.308
H
36
12,600
0.289
H
37
12,600
0.289
H
38
12 600
,
0.289
H
3 9
12 600
,
0.289
H
40
14,424
0.331
H
41
16 375
,
0.376
`H
42
15,043
0.345
H '
43
12,600
0.289
H
44
12,600
0.289
H
45
12,821
0.294
H
> 46
12,979
0.298
H
47
12,860
0.295
H
48
12,600
0.289
H
49
12,600
0.289
ROBSON DENTON DEl2�LOPMENt, LP
c, c, -
9
L12 REMAINDER OF
D 83 North s �'s R£M
Coordinate System, NA N
State Plane Coor ,
Ins re based on the TexasY �
Bear g a11 �
C L i 426.8> ACRE TRACT
! 3 -v caLCEO 2 ..,
Rs s
n
7 53 N 99 Os 2 /N T O.
S eracalled2 t corn3 rthwess,
n rod foun
d at a no, ,
Central Zone 4202 and 1 2 fro0 9 32: 20,00
I R.P.R.D.0 T.
W 4 n
Il l
C
act
/ 'J 7 _
f said tract R , - G ro corne s t west 3� ou h
rod fou
nd at a s 9 8 Iron o a 5 � .-
r tract and Lro: .81 ace - INVESTMENTS
24 6 / o P TRUS lNIrES M g
w
., 1 - ACT
> � � .49 ACRE 7R N ' 82 CALLED 2329 )
> a - ea ro_
Instrument No. 99 067253 R.P.R.D.0 T � w 81 � 83 - <v T
of land as recorded In _ - 0 M � S � � ooa No. 42s4-574
'1 Z o N F
�5 w a,• rn m o � 3 �� - \ R.P.R.D.GT.
2 o:. \.
N 84 G
_o
N
8 0 ffi � to
K N
w
h
w
o M T SITE
a ! } SUBJECT
0 0_ 1
71.02
85 e
b' AS ENT
9 2 - 20 DRAINAGE E EM
� � 7 ,.o i, s � �x
9 �. 7 02 _ ,
1 02 �7 g ,�,
� 86 zJ_
:J n
O 4•
o k,
S J
- v Y 0_ • /
o. h
77 6 .
6 0
_ 7
o
O. S o o z
9.
4 3
ao N 5 rn ,
Jt 9 1 O o
ry to C.r
s �J
55
/
k
a 75 �: o o
/' ry
°
)
o . 0 50 100 200
a o ,n : u' S2 4, _
-wo N,
Q 4 t.
CIRS e o_ a _: a _ w
4 � 4
N 7 56 C
69.95 `L - s
4
44.00 � �. � / o o a
69
N 15 39 52 W o o e 5� N,
�` Q S =100
p_ \ \ e SCALE. 1
a. c C � � i
`1 G 5 6 51 G
57 0 5 s
6 Q
� a. B 2
o o C / w L28
73
CIRS a � o _
o
/ o %
S / � o 0 0 ! � °. � VICINITY MAP '
� o A o °• S 06 50 12 W
', n , a. 1, '.'c'
ry
V" G .b '
58 5 __ . ____- N.T.S.
N 29 07 02 W. 77.21 a ,�. o � � d r.,.,;..
, C G
a c s a o o RS
P s O
0 0 w o o¢
>n
• a e .�f - .. U a GENERAL NOTES.
9
m ro RS
.. �. 5 5X
� ,� � 50 C
0.252 7 5 10 988 , 0 r� C
H 5 o IRS
> F 0 0 o
.:CIRS e o
5 , 0 2 e
�. o � of Radial NR
N e� noted N
o . � at
n
\ c FFE 7236 ,. etfronta a unless ( )
o ! .�. perpendicular or radial to stye g
� s o G .�. .All side lot Imes are er e
13 14 018 '0,322 1 �o �
, O Q p>a. '� R .. n 1 P p
60
�. w � 5 1507 11 1� 11
> 5..
1 14 15 354 0.352 p ,� with the lot
2 / N o O 5 r7 - unless otherwise designated with an X
o - � 1 3 � 49 -,. � 2. _All lots shown are Single -Family le Famll :residential g
4 E c, ,-,.. cLR., 73.55 � g Y
2 604 0.289 _ 3
15 1 N �; ace lots.
LINE TABLE 61 number all X lots are common/open space
� 3 51 12 W
0
®®
MR.11
1 :•
®�
.11
1 :•
t'p �. �o. 61
q
, \ owned operated and maintained by the Home Owners Association.
6 % N `L? / 69.67. 3. All open space lots will be p
62 �0 g 06 N 2X
4 _ ,Rs ' 11 o i° N 9
_ 0 2 � • ' 11 • 11 t. unless otherwise
0 1,0 _, _, ,. " Ic caps stamped -Jones Carter se
ci o s o ,• c PeEr� marked with 5 8 iron with tact p p
Rs / � a, ,:27 ! , , ue - 09 OS 26 W 4. All corners m / p -
63 5 \¢ 3 69 \e 1
49.68 noted.
a o Z
C/ s o v
o �L �. &O5 k. 3 k1 1 Study.
I - 64 a\ rn 4 w clRs Q w d wrth n FEMA Desl Hated Flood Plain wlthouta Hydraulic S y
c ,. o S : ,40. 5. No Construction shall be allo e 1 g
- - x
0 1
O 1 off of FIRM Panel No.
w depiction only, as scaled
A s o 3 or graphical de
5 s w � _ formation on this plat Is f P Y,
5 � '6. All flood lain in P g p
6 'S N_ . � � �. N � p
p. o
a 5
�� rn a 0 rn ,
0 65 49 ;
N o �: Texas and LOMR No.17 06 0580P,
2 > F o April 18 2011 for Denton Count , ,
N1i � ' 48121C0365G Effective Date A ,
�• o u �, 1�n 25.02 :� � , P y
- •y a0 0 9 ,�� FFE.7 L,
o. ,
s o O 4db
o �� � within Zone X areas
L33 his roe Is w
/z a a on Count Texas. T ,
4 2018 for property
►rt1/
_ a g m Effective Date. May Y,
15' CORNER R % c s , w
s 5 0 ,9 �. o coRn,r. �o h chance flood lain.
cu, F o2 0 Q. �° Roaso/v DENroN DEIELOPME/Vr, LP 40.0 • determined to be outside of the 0.2%annual than p
C/ /6� 10 s s : v ?� 'CLIP h 0 N.
RS F 5 _ v REMAINDER OF o
67.91 L27 --common/open s ace lots and 1 private -
G L9 Q. 67 E mAcr o Ste: I plat is to create 86 residential tots, 4 P
CALLED 242ser ACRE o. os ry o /R t 7. The purpose of this p
./ 'I° s o � /NST. N0. 99 057253 •. c.- L31 o
C3 ;o o 3 rn 48 t bson Ranch Homeowners Association shall own and maintain the common/open
c e o .The Ro
- o a 68 �.w. R.P.R.D.C.T. o- w c?�------••��2v Sere tl t
O s - FFE 725.88 c,
a ,. � a , ; � ,/ . � � c `sand the private street.
� 90 s ° 3 �. 1 �l space lot p
,- tie. s o 1a p O R s <6„ �,
cz, N' 69 o Rs o a, � N ao • . N •
W �. O 4� s 5, 34 d and maintained streets within
2 6,:69 > ,
s � F o /'� ,o' L30 ,4 "' � : 8. The City of Denton has no obligation to any privately ovine
J .40 a 0 1 0 / o.00
, 33 N o O r0 O S�- 4 e r.:10 CO `O � o � -
o �a o RNEi N �,
N z9s2 70 � s. 8 9° s� - CLIP � �, � -: � the boundaries of this plat or the Robson PD.
k. _ g
W; > 2 o,
c� N ,
W N w �. 3X o o provided as outlined In G of
� Z � t,, N oo G 1 o s o s v - o REPIArot- I f natural as and mineral ex loratlon and extraction will be p City
t/� �o. r ,N •� 0 2, / o N � 47 9.' Not ce o g P
/� a 71 w � t , � p. O o ,� v � � � ROBSON RANCH 1
'W 72 �' , tP, 52 j O O .fir G r o -
O; t1 F O Ordinance 2011 124 AsAmended.
_ `L 7{, }� ,�L',1 o s 5 , oo Q � . N � --- coLF couRSE A � Denton Or ,
Ili; 1-� 2. 5 0 �
,- fp_ � �. 9 �. - o sue. S iNST NU 2022-/98
� o ao$, •• � lots 2X 3X and 4X only are designated as private drainage easements.
�Z �, G 5 34 E R.PRoc.r. 10. Common/open space I Y g
'. : � 1 Q J x 2• ,0 6. / : 22 c" ' 148.CIRS _
�;0 1 o. o F ao
ci cC F o �. 11. Lot 1X Block A Is a private street lot.
JRS COS , 7 G� ° s 6 9° �F x a� 7.24 o G ,
yo // o ' o
C/ o a, 46
R S 76 53 35 W i. o. - h datum used and the source of the elevation Information are
s , ? o° 12. Minimum finished floor elevations, the ,
92.91 S J, o s S 14 12 ,3 W mused for minimum finished floor elevations
� 0 9 �• N � labeled on the final plat where required. Vertical data
• o 8os „
F o , ss 50.49
1 W / w elevations. Flood and Minimum
5-89 00 2 o° s 7 o Q, F �. , me as the datum used to establish 100 year base flood
J 6 12 600 0.289 ,
0 0- ,� ary ° s � � ao.00 � are the Sa
93.52 o O
�/ o o N CIRS North American Vertical Datum of 1988.
J 7 12,600 0.289
W � ? . � A • o � 1 � � Finished Floor Elevations are referenced to the
90 zs G'� o s 20 s oo. N
o-
o
et time of
po a elevation at th
12 600 0.289 0 1v ., minimum finished floor ele a
J 8 , F o. +• '0 45 The city reserves the right to specify anew or revised ml
o s 8 o Q•a, 13 Y g P
FFE I In
o „ the Floodplain
r DEi�zoPMENr LP
a v information, as determined b
1 9 12 600 0.289 ROBSON DEN oN
issuance of a building permit If new or accurate Informa Y P
REMAINDER OF ' o `
R u / 1 9 3 S gr, Q0
10 26 236 0.602 4 .Br ACRE � s
G o ' � s, hall apply to the building J caccEO 2 2s p �, � s o ,_ 34 E t � Administrator, warrants the change: This minimum finish floor elevations pp y g
O 9 00.
O, s os7z53 N
/Nsr. N s 40 5 0 / N � equipment.
PA ' F ° - , d- , basements, and electrical and mechanical equipme
J 11 12,600 0.289 P.R.D.C.. ei�o \s- s 9 � Q �2. _ s 1� foundation, including baseme t ,
R. O E r , G o s 80 5, •, to o M y
1 o �. w
- O. 74 co
2 600 0.289 9 o o.n o o
J 12 1 ,
• � �•, o o a, o � or within two hundred 200 feet of the one
19 g, >r , . .- 18 s o.. ,� 44 ' o w or lots abutting the hundred 100) year base flood ( ) I-
2 ,9� o s � o s a o N- :� � 14 F g ( Y _
o �.
J 51 8,553 0.197 oa o0 0 ' FFE aza.as o ►`�
E• o ° °0 9 �� ry � o _ � � � 100 year base flood:
0o F a hundred ( ) Y
52 10 581 0.243
0 s 10 9 a p 23 s
J , •06 d ° �, o E parking areas of the lot
'1 z o. ° o z rn ' =o minimum elevation for the buidable area (Including pa g )
J 53 10 510 0.241
6 / o oo a. Lots shall have a
o:0 2 N o w_ > o ery flood elevation or as directed b the
9 N. , � s 8os, •• � /� f one 1 foot above the one hundred (100) year base flo Y
J 54 10,556
0.242
Ct O ( )
- C` •`\RF NN , 1 o. a': 5 r .140.Co, o ,. - :.
aRs' 2 s 1 Q �� oq 43 Engineer.'
11 /� o N 0.? City g
55 10 524 0.242 3o / M� _ g, o s2.
J tR o 00 0. o FFE 729,38' 0
i - o
0 0 n0
16 F Ion shall be
s o all have a finished floor elevation o rn r including the garage shall
940 0.205 �' > s 9 � � - b. An livable structure, g g g
J 56 8, Y
�rn u> � sa•t ., p
P <J ' Q 5 - o z ,
� q 12 , � ., .,, NE
31 0
r > c, ° �, 24 ,- .,4E TRIBUTARY LINE
o FEMA Flood Insurance Stud above Z
� o ter'• oo ry z 14 -- less than 18 inches plus allowable rise m floodway (refer t Y)
J 57 8,459 0.194 Np •. �. ,- a go. �. Q ��• rn o.oc � / e
streams
9 a r elevation. This applies to all avers, creeks, or stye U
o e ° •�. the one hundred 100 year base flood a PP
1 58 8 459 0.194 G c Ao s 4. 20 9 , s$ ° ' ( ) Y
\o - ,6 ," + 100 year flood lain is shown on the FEMA map. z
o� o_cp o ti . S8• 0 42 regardless of whether the one hundred i ) Y P
J 59 8,459 0.194 -9 � '� 7 ° � /v�
Q 0 V 4 e o2 a � a5 Z Q a o a 46•, � Q
a ,/"O . 6 0 9_ FFE 2 rn
4 � , o . ,; to easements.
8 459 0.194 ., O O ✓ E �z
7 60 �: 6 �� � • s� ° e Private improvements cannot encroach onto existing public or private �� 2 s � r 15. P a p
8 459 0.194
J 61 p0 s, yo y o h/ s o
25 o� {
V � , s CIRS .. ON ,
J 62 8,459 0.194 2 N. o s 6• e S) e
5 s 3 r F •.. ,..
_ \R N o 3 M £
�° o W. � � AtA
4
s 9 s o t z IMPORTANT NOTICE.
9 0.19 4 �''�
3 8 45 33 0
J 6 s o.. ELECTRICAL SAFETY CODE THE -CODE-).
_ s� p y THE CITY OF DENTON HAS ADOPTED THE NATIONAL E ( C
13 `- O o �.. .. E
G o.
59 0.194 O
J 64 8,4 O � e 1 � IN 17.5 FEET ON EITHER SIDE OF THE
32 F , F e 4 >) GENERALLY PROHIBITS STRUCTURES WITH. (%;
O P . �F� � o „ v+ o , O; m THE CODE
O 1 56 2, o° 26 ' e° A
J 65 8 459 -0.194 -S' 1.
c"s , , oz o o s FFE 730.14 S 23 13 53 W
, /U'l •06 �e o s �CENTER LINE OF OVERHEAD DISTRIBUTION LINES AND WITHIN 37.5 FEET ON EITHER SIDE OF THE cc
s. / Qe Als >
o R e 2.23
�, t 5 � , .� - R - _ 11
/ y s - . IN SOME INSTANCES -THE CODE REQUIRES
� D' / ,- . TRANSMISSION LINES
J 66 8,684 0.199 • q rQj
w !� -' 7 ,°e �o s k�, ,4'�• CENTERLINEOFDVERHEADTRANSM
J F o sz- o s o; ISSUED FOR STRUCTURES WITHIN C
J 67 8 664 0.199 19
o ,s 7R GREATER CLEARANCES. BUILDING PERMITS WILL NOT BE
�. e 27 �c OFFICIAL WITH SPECIFIC QUESTIONS.
Rs o w THESE CLEARANCE AREAS. CONTACT BUILDING
8 438 0.194 1 G� o o
1 68 V 9 9. 40 ..--
, "
J . 69 8,438 0.194
c' S 41 2 W,
49 a J/ � 54.32 AL PLAT
_ N 06 07 48 W F o � , o s «. > FINAL 53 0.210 � 9 s ... ,..
J 70 9,1 • 8 :o s 28 �►. °o• ' �• r�
120.69 0
� o . s Q� F s /''�
4 48 39
1 9 798 0.225 0/ G I - � 9. e ,
1 7 47 � I > s e oo s # �j
o a P OF
q \ v .;• ww`` 0 3 FFE 731.63 NE
E� o y`� 9 �. ,* FLOODPLAIN LINE -- ,
A I 01 03 31 E s
8 0.231 u l � , ma c i
J 72 10,07 �F
75.39 F o' •o s
9 0
ROBSON RANCH 4 5 29 � o s: • ✓ ,�- a
K 73 10,637 0.244 Z e e s 5,.�, .,� o. -- .i-•'
PHASE z 5 �$ �° F _ H UNIT 26
Q 5 S � �9. .� � 38 � _ � ROBSON RANCH
8 400 0.193 2 N s. ,. ° s f A
K 74 � CAB. U, PG, 427 g 8 56 27 w � ,�N` , O ,,, ,. 7 '
�" 0 3 FFE 732.31 �` .. ..
4 R.P.R.D.C. r _ O 86.46 o s �,. - s• s*. ...., iiJ
2 � s, � o , s
3 0
400 0.19 E O
K 75 8 4s / � o ,, w.
�;� �' F°° , s H �,,.� / , LOTS 2X & 32-50 BLOCK H
° S, �i LOT 1 X , BLOCK A; LO ,
K 76 8,400 0.193 30 h <
O /n, 37 F / . / < K
s (� / G -12 51-72 BLOCK J'
8 4� 0.193 o �. / o. j Q S '3X & 13-31 BLOCK I LOTS 4X, 5X & 1 , ,
K 77 Q r N L5 9 SO: FFE 733.70 p y { 1 Q LOT , , f
3 to _C� u� � p >r .r. G _
K 78 8 400 0.19 ' t � 31 � c o +O > { �, LOCK K
� AND LOTS 73 86 B
S
K
79
9,508
0.218
O en S ace Area Table
p p
K
80
9,921
0.228
Block
Lot
Area
K
81
9,921
0.228
Sq. Ft.
Acres
K
82
9,921
0.228
A
ix
993,144
22.799
K
83
9,921
0.228
H
2X
15,868
0.364
K
84
9,921
1 0,228
1
3X
136,927
3.143
4X
21300,
0.064
K
85
9,921
0.228
J
K
86
9,804
0.225
J
5X
2,328
0.053
POB
POINT OF BEGINNING
RM
REFERENCE MONUMENT
VOL.
VOLUME
PG.
PAGE,
ESMT
EASEMENT
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CIRS
5/8" IRON ROD WITH CAP STAMPED "JONES CARTER" SET
BL
BUILDING LINE
PAE
PRIVATE ACCESS EASEMENT
PUE
PRIVATE UTILITY EASEMENT
NR
NON -RADIAL LOT LINE
D.R.D.C.T
DEED RECORDS, DENTON COUNTY, TEXAS
R.P.R.D.C.T.
REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
O.R.D.C.T
OFFICIALRECORDS, DENTON COUNTY, TEXAS
C.C.F.
COUNTY CLERK FILE NUMBER
VAM
VISIBILITY, ACCESS, & MAINTENANCE EASEMENT
FFE
FINISHED FLOOR ELEVATION
DENOTES CHANGE IN STREET NAME
GAS WELL VICINITY MAP
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
TANGENT
T
,
C1
395.00'
58.69'
58.64'
1 n
N _13'23 50 E
) n
08'30 49
29.40
C2
11.00'
16.98,
19260 '
N 01-07'29" E
OT21'44"
96.50'
C3
11.00
16.98
1
15 .34
S 46'46 09 'E
, N
$8 '27 Oi
1 0.71
C4
270.00•
112.90'
112.08'
N 77-01'36" E
23'5T29"
,
57.29
C5
970.00'
7 0.51
70.49
N 62'57 55 E
-04'09 5 4"
35.27'
C6
398.19'
246.34
4 .43 '
2 2
S 65'34'23" E
35'26'45"
127.25'
C7
458.19'
66.83'
66.77'
N 79'06'01" W
08'2V24"
33.47'
CS
'
410.90'
S 76'39'19" W
5226'29"
229.02'
C9
600.00
600.OD '
125.60
127.31'
127A7'
N 12'32'59" W
t2'09'25"
63.89'
C10
300.00
125,44
124,53
N 7TOV36" E
23'5T29"
fi3.65'
C11
1000.00
72.69'
7 2.67
n
N 62 57 55 E -
9, 4
04 0 5
36.36
C 12
400.00
503,73 '
4 1.10 7
N 83!07'15 W
72'09'13"
291.44'
C13
428,19' '
270.85'
266.36'
S 65.09'55" E'
36'14'34"
140.13'
C1 4
370.00'"
153,40'
152.30'
S 21-01'03" W
23'45'14"
77,82�
C1 5
250.00' -
63.19'
63.02'
N 59'51'35 E
14'28'54"
31.76
C 16
150.00'
121.79 '
118.48'
S 75'52'47" W
46'31'19"
64.48'
•
C17
150.00 '
34.72'
,
34.64
• ) n
N 15 46 17 E
f f N
13 15 41
17.44
,
C18
)
150.00
34.72
34.64
N
S 15'46 17 W
, n
13'15 41
17.44
C19
250.00'
180.18'
176.31'
N 29-47.15" E
41'1T39"
94.2C
C20
3D0.00
274.58'
5,10'
26 .
N 76'39'20" 'E
n
6726,3 0
14-5
C21
11.00'
16.98'
15.34'
S 44'46'50" W
88'27'01"-
10.71'
c2 2
•
12.00
17.73
16.16
N 1016'00" W
8C39'42"
10.93'
C23 '
12.0 0'
18.12'
16.44'
S 75'07'40" W
86'29'37"
11.29'
C24
12.00'
18.85'r
16.97'
N 54'08'26" E
90'00'00"
12.00'
C26
.
12
18.87' -
16.98'
N 35'4907 W
90'04'54"
12,02'
C26
.00'
125.00'
28.75'
28.69'
N 154843 E
13710148"
14.44'
C27
17 5.00-
40.50`
40.41'
S 15'46 17 W -
13' 15 41 "
20.34'
LINE
BEARING
DISTANCE
L1
N 09'08'26" E
58.05'
L2
N 72'38'12" W
36.23'
L3
N 51*02'11" W
72.58'
L4
N 5T29'41" W
69.46'
L5
N 74*59'16" W
69.65'
L6
n
S 88 'S5 26 W
1
89,95
L7
S 73'02'19" W
69.81'
L8
S 60'31'36" W
)
70.00
L9
N 8WOO'21 " E
29.52'
L70
N 720T13 E
91.32'
L11
N 813459 E
91.32
L7 2
S 88.57' 15" E
91.32'
L13
S 79'29'29" E
91.32'
L14
S 70'01'43" E
91.32'
L15
S 60'33.57" E
91.32'
L16
S 51' 15'29 E
88,7(Y
L17
S 80'51.34" E
8,00'
L18
N 77'07'25" W
13.60'
L19
S 67'05'58" W
125.85'
L20
N 67.06'02" E
< 8.67'
L21
N 22753'58" W
50.00,
L22
S 6T06'02" IN
40.00'
N 89'0021E
39.96'
S 32.53'40 W
34.65'
t
S 80'51'34" E
45.13'
S 80'51'34" E
8.13'
S 80'51.34" E
8.13'
4 N M �. O: , o ss, : 6>Xv
G
1 {,1
s a 36 O > > 1
o / s h
Z s FFE 73 . ` / / �tq
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6.
/ T Q F _ 77 S
_ ACRES
ES 1 431 0 (�
� 32.853 C
e BEING ,
s
l� o s, f /
Jt mil// G�1Z5 '� o. > ,
� 1. 9 SITUATED IN THE
RF -9
FFE 737.85 >
f ABSTRACT NO. 1141
s Ar of CURLOCK SURVEY
W
ON RANCH
T43.78 h, 90.29 { ROBS -
, � o OURSE An IN THE
Cr J8 N > 34 ' { /HST NO. 2022-198
FFE 739.58' ( TON DENTON COUNTY TEXAS
19 �O m C/� 1 , R.P.R,D.C-T, CITY OF DENTON, e
N •,, o 0
o >
N 32 33 >. 1 91 LOTS BY USE
o N TRIBUTARY LINE
Z FFE 743.35' FFE 742,07
F86 RESIDENTIAL LOTS, 4 COMMON
> PRIVATE STREET LOT.
,29 i 12 In's�.-� � /OPEN SPACE LOTS, AND 1 P )
< �'
- 7R _
'JUNE 2022
SD5 26A G01 S05 C05
3 ,
Filed for Record
in the Official Records Of:
Denton County
73314 A1141 A M. SCORLOCK TR 1 & 2 (PT) On: 7/1/202210:40:10AM
In the PLAT Records
DEVELOPER / OWNER: ENGINEER f SURVEYOR: ROBSON RANCH - UNIT 26
ROBSON DENTON Numr Number: ages: 2zs7
DEVELOPMENT, LP • IL)DITY
Ar amount:22070
® Order#:
9532 RIGGS ROAD By: CB
SUN LAKES, AZ 85248
PHONE: (480) 895-9200 Texas Board of Professional Engineers and Land Surveyors
Registration Nos. F-23290 & 10046100
2805 Dallas Parkway, Suite 600 Plano, TX
N.T.S. CITY
OF-DENTON PROJECT No. FP22--Uu12 JUD No. D38U-0007 BAS/EM DWG No 1807 SHEET 1 OF 2
A BLOCK LETTER
O
Line
Table
Line #
Length
Direction
L28
14.710
N75'
14'
28.71"E.
L29
14.707
N09'
45'
12.57"W
L30
14.357
S3T
13'
57.31 "E
L31
13.903
N54'
08'
26.63"E
L32
21.475
N44'
43'
06.49"E
L33
21.50 2
N46
4 4
36.15 W
ison Ranch Unit Z6 L ues, n rnase w.0 ou�c ,rim : •....- . __ __.__ -.
OWNER'S CERTIFICATION
South 13 Degrees 11 Minutes 12 Seconds West a distance of 69.67 feet to a 8" iron rod with " ' g 5/ o cap stamped Jones Carter'. set for corner,
STATE OF TEXAS
COUNTY OF DENTON:
South 09 Degrees 08 Minutes 26 Seconds West, a distance of 49.68 feet to a 5/8" iron rod with cap stamped ed "Jones Carter" set for corner'
,
South 80 Degrees 51 Minutes 34 Seconds East; a distance of 8.00 feet to a 5/8 iron rod with cap stamped ed Jones Carter" set for corner
WHEREAS Robson Denton Development, LP, is the owner of a 32.853 acre tract of land situated in the M. Scurlock Survey, Abstract No.1141, .Denton
County Texas, and being out of a called 2426.81 acre tract as described in deed to Robson Denton Development, LP an Arizona limited partnership as
P p p
South 09 Der •
gees 08 Minutes West, a distance of 270.00 feet to a 5/8 iron rod with cap stamped .Jones Carter' set for corner,
recorded in Instrument No. 99-067253 of the Real Property Records of Denton County, Texas R.P.R.D.C.T. , and being more particularly described as
P rtY Y ( ) g P Y
follows:
South 14 Degrees 12 Minutes 53Seconds West, a distance of 90.49 feet to a 5/8" iron rod with cap stamped `Jones Carter" set for corner;
BEGINNINGat a 1 2 Iron rod found h - at the southeast corner of Lot 7 Block J and the northerly line of Goodland Drive of Robson Ranch 4 Phase
/ Y h se 2, an
•
South 09 Degrees 08 Minutes 26 Seconds West a distance of 366.34 feet to a 5 8' iron rod with cap stamped "Jones Carter" set for corner;
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addition to the City of Denton, as recorded in Cabinet U, Page 427, R.P.R:D.C.T.;
,
THENCE North 22 Degrees 53 Minutes 58 Seconds West, departing the northerly line of Goodland Drive, along the northeasterly line of Lot 7, Block J,
South 23 Degrees 13 Minutes " ' g i utes 53 Seconds West, a distance of 112:23 feet to a 5/8 iron rod with cap stamped ..Jones Carter' set for corner
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passing at a distance of 130.12 feet a 1 2" iron rod found for the northeast corner f Lot 7 lock and continuing p g / o , B J, for a total distance 140.00 feet to a
„
5 8" iron rod with yellow cap stamped
/ y p mped Jones Carter' set for corner;
„ . _ ,
South 41 Degrees 21 Minutes 09 Seconds West, a distance of 54.32 feet to a 5/8 iron rod with cap stamped Jones Cartel' set for corner;
THENCE departing the northerly line of Robson Ranch 4 -Phase 2, over and across said 2426:81 acre tract, the following courses.
South
0 50 Degrees 26 Minutes 05 Seconds West, a distance of 538.00 feet to a 5/8 iron rod with cap stamped ed Jones Carter'.. set for the beginning of a
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tangent curve to the right;
North 67 Degrees 06 Minutes 02 Seconds East, a distance of 219.91 feet to'a 5/8 iron rod with capstamped Jones Carter' set for corner,
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Southwesterly, along said tangent curve to the right having a central angle of 52 Degrees 26 Minutes 29 Seconds,`a radius of 465.00 feet an arc
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North 52 Degrees 37 Minutes 08 Seconds East, a distance of 819.00 feet to a 5/8" iron rod with capstamped "Jones Carter" set for corner;
p
distance of 425.60 feet „ •
e t and a Chord bearing and distance of South 76 Degrees 39 Minutes 19 Seconds West 410.90 feet to a 5 8 iron rod with ca
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stamped Jones Carter' set for corner;
North 78 Degrees 06 Minutes 27 Seconds East a distance of 102.94 feet to a 5 8 iron rod with cap stamped Jones Carter"
g / p p a set for corner,
.
North 12 Degrees 52 Minutes 35 Seconds East, along the easterly line of said Robson Ranch 4 =Phase 3, passing at a distance of 15.00 feet the
southeast corner of Lot 19, Block H, and continuing for a total distance of 190.00 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for `
South 80 Degrees 51 Minutes 34 Seconds East, a distance of 78.73 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
corner; "
North 09 Degrees 08 Minutes 26 Seconds East, a distance of 58.05 feet to a 5/8" iron rod with cap stamped Jones Carter". set at the beginning of a
/ _p P g g
THENCE along the easterly line of said Robson Ranch 4 - Phase 2`the following r
g Y courses:
tangent curve to the right;
- "
North 77 Degrees 07 Minutes 2 n5/8"
g e 5 Seconds West, a distance of 13.60 feet to a 5/8 .Iron rod with cap stamped. Jones Carter', set for corner,
Northeasterly, along said tangent curve to the right having a central angle of 08 Degrees 30 Minutes`49 Seconds, a radius of 395.00 feet, an arc
distance of 58.69 feet " i .
e and a chord bearing and distance of North 13 Degrees 23 Minutes 50 Seconds East, 58.64 feet to a 5/8 iron rod with cap��
i�, ��
North 12 Degrees 52 Minutes 35 Seconds East,"a distance of 135.00 feet to a b/8 iron rod with cap stamped :Jones Carter set for corrner,
stamped "Jones Carter" set for corner,
,,,
North 72 Degrees 38 Minutes 12 Seconds West, a distance of 36.23 feet a 5/8 iron rod with cap stamped Jones Carter' set for corner;
North 01 Degrees 03 Minutes 31Seconds East a di f "
g stance o 75.39 feet to a,5/8 iron rod with cap stamped .Jones Carter' set for corner,
North 51 Degrees 02 Minutes 1 g 1 Seconds West,: a distance of 72.58 feet to a'S/8 iron rod with cap stamped Jones Carter" set for corner,
`„ i„ North 06 Degrees 07 Minutes 48 Seconds West, a distance of 120.69 feet to a 5/8 iron rod with cap stamped Jones Carter' ,set for corner;
North 57 Degrees 29 Minutes 41 Seconds West a distance of 69.46 feet to a 5 8 iron rod with cap Stamped Jones Carter" set for corner;
$ / P P '
. .
South 67 Degrees 05 Minutes 58 Seconds West, a distance of 125:85 feet to a 5/8" Iron rod with cap stamped "Jones Cartel" set for the beginning of a
non -tangent curve to the left;
North 74 Degrees 59 Minutes 16 Seconds West, a distance of 69.65 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
-
Northwesterly,
y, along said non - tangent curve tothe left having a central angle of 12 Degrees 09 Minutes 25 Seconds, a radius of 600:00 feet, an arc.
South 88 Degrees 55 Minutes 26 Seconds West, a distance of 69.95 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
distance of 127.31 feet and a chord bearingand distance of North 12 Degrees 32 ,Minutes 59 Seconds West,127.07 feet to a 5/8 iron rod with cap
_
stamped "Jones Carter" set for corner;
South 73 Degrees 02 Minutes 19 Seconds West a distance of 69 81 feet to a 8" iron rod with can stain ed "lone r" g e 5/ s Carte set for corner
• P P ,
North 57 Degrees
s 06 Minutes 02 Seconds East a distance of 8:67 feet to a 5 8 Iron. rod with cap stamped Jones Carter' set for corner
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South De
grees a rees 31 Minutes 36 Seconds West a distance of 7 .00 feet iron rod with g n 0 et to a 5/8 i cap stamped Jones Carter' set for corner,
• of
North 22 Degrees 1
1
1 ff
i
53 Minutes 58 Seconds West a distance of 50.00 feet to a 5 8 iron rod with cap stamped .Jones Carter' set for corner ♦ i g � / p P � ♦� D E �i
♦ F N �
South 60 Degrees 52 Minutes 58 Seconds West a distance of 703.61 feet to a 8 Iron rod with cap to
0 T �
g a f 5/ p stamped Jones Carter' set for corner, .• O 01
South 67 De
grees rees 06 Minutes 02 Seconds West a distance 4 . g d of 0 00 feet to the POINT OF BEGINNING and containing1,431 OS4 square. feet or 32.853
q s _
acres of land more or less:
South 65 Degrees 02 Minutes 2 Seconds W _
g 5 ds West, distance of 296.86 feet a 5/8 Iron rod with cap stamped Jones Carter' set for corner
1c .
s
APPROVED BY THE PLANNING AND .ZONING CO ISIO s
-
M� N
• y
South 76 Degrees 53 Minutes 35Seconds West a distance of feet 5/8" ,iron rod with cap stamped � .•
g aP Jones Carter' set for corner, .• P .
-0N THIS . ... ..••
i F �c
i N
AY 0
i N ♦
D f
n n
2022 1
f 1
South 89 Degrees 00 Minutes 21 Seconds West a distance of 93.52 feet to a 8 iron rod with cap f 111
g 5/ I p "Jones set for the beginning of a ROBSON DENTON DEVELOPMENT, L.P., an Arizona limited artnershi Declarant hereb subdivides under the name: of ROBSON RANCH -UNIT
p p ( ) Y r Cfl
non -tangent curve to th
e e left;
` 26 certain real property located in Denton
P P Y County, Texas, and more particularly described on this plat. Declarant hereby declares that this plat sets
forth the location and gives dimensions of the lots tracts easements, -
g nts, streets and private access ways constituting ROBSON RANCH UNIT 26, each C�H�N,P A D .ZONING COMMISSION
• - of which
shall n _ _
be known
N b the number, letter r r Northeasterly, along said non tan ent curve to then right a central angle of 07 Degrees 21 Minutes Seconds a `radius of 1499. , e to o name that is forth on this let. ROBSON RANCH UNIT 26 LOT 1 X BLOCK A Is declared a
Y, g g g g g g 90 feet, an arc Y P Private Access
distance of 192.73 Easement for drainage and for ingress and egress to an from h I r - I -
9 73 feet and a chord bearing and distance of North 01 Degrees 07 Minutes 29 Seconds East, 192.60 feet a 5/8 iron rod with cap g $ g d the lots, tracts and other portions of ROBSON RANCH UNIT 26 and
P
SECRE
_ otherportions
stem ed . n of Robson Ranch b the owners thereof b their respective nests and invitees n I r � p "Jones Carter' set for the beginning of a non tangent curve to the left, Y Y p g a tees and by fire, police, refuse collection, emergency and
governmen
tal tal service vehicles and personnel
Southeaster) along sai
d d non -tangent curvet he left having r 8 Degrees
y, go t e a g a central angle of 8 eg ees 27: Minutes 01 Seconds, a radius of 11.00 feet, an arc
distance of 16.98 feet and r n a chord bearingand distance of South 46 Degrees 46 Minutes 09 Seconds East 15.34 feet t a 5 icap: . g S o /8 iron rod with
Declarant hereby dedicates to such i ,.y t public utility providers as are specified b Declarant or its designee anon -exclusive easementu on, across, over
stamped Jones Carter' set for corner P Y g P
and under ROBSON RANCH - UNIT 26 LOT 1-X BLOCK A and other Y a areas designated on this. plat as Private Utilities Easements, which
non-exclusive
easement is for reasonable ingress, egress, installation, replacement, repair, and maintenance of all utilities including, but not limited
North 89 Degrees 0.
0 Minutes 21 Seconds East 'distance of 9.52 feet t a iron rod with a g , a 2 et o 5/8 h cap stamped Jones. Carter', set for the beginning of a -
8 g to water, sewer, storm drainage, telephone, cable television and electricity. also hereby dedicates such non-exclusive easement to the City g, p Y Y Y U
tangent curve to the I .
left; -of Denton for public water, sewer' and storm drainage utility purposes. B virtue of this easement rt shall be expressly permissible for the providing
P , g YP P Y p Yp p g z
.. "Utility .. :
"Facilities")�
utility company' each a Unlit Company") to erect and maintain the necessary facility Imes and equipment collective) hewi lien th
Y( Y P Y) rY Y(collectively, t e
Northeasterly,
easterlY, along said tangent, curve to the left haven a central angle Ieof23De Degrees 57 Minutes 29 Seconds, a radius of 270.00 feet, an err eas
ement, provided 'however, tha
t no Facilities maybe Installed or located within, on or under the easement (other than the City of Denton) except ry
distance f -wrth theprior 0 112.90 feet and a chord bearing and distance of North 77 Degrees 01 Minutes 36 Seconds East 112.08 feet to a 5 8 iron rwritten consent of Declarant Its designee,`which consent may be withheld t I .
g g / o rod with cap n y m its sole discretion
"Jones
stamped Carter"
p s e .set for corner,
z
Each i _
Utility Co » .. Company's acceptance tance of the r ty c e terms of this non-exclusive easement shall be evidenced b the Utilit Company's installation of Facilities
North 65 Degrees 02 Minutes 52 Seconds East i f P Y P Y Y
g , a distance o 200.34 feet to a 5/8 iron rod with .cap stamped Jones Carter' set for the beginning of a
within -
th n ROBSON RANCH .UNIT 26. B accepting.this easement, each Utility Company further agrees that rt shall a indemnify owners associations
Y Y p Y 8 O fY O (n
tangent curve to the left,:
serving Robson Ranch UNIT 26, and the respective owners of the real property that is subject to the foregoing easement from and against all
P P p Y 1 8 g g m
l c aims, demands liabilities obligations, damages, scats costs and expenses,.Includm but not limited to court costs and attorne s fees eosin from
g gg Y g
N. Northeasterly, along said tangent curve to the left haven a central angle 'of 4 Degrees 0 Minutes e
Y, g g g c n g e 0 D g 9 M n s 54 Seconds, a radius of 970.00 feet, an arc
or relating to any personal death, property damage or other liability resulting from the Utility Company's use of this easement. b repair and . ,,. pP p Y g Y g ,tyO P
FINAL PLAT
.distance of 70.51 feet and a chord bearing and distance of North 62 Degrees 57 Minutes 55 Seconds fast 70.49 feet to 8 ironlandscaping• • • • • g g t a 5/ o rod with cap ,restore all streets and other Im rovements within ROBSON RANCH -UNIT 2 that are damaged b the Utility Company r o lilt
» P 6 g Y Y C P Y o is Facilities,
stamped Jones Carter' set for corner, •
P , and c inform n „
O i o m Declarant or its. designee prior to making non -emergency repairs. The indemnity set forth in Clause a Is not applicable to the G of
tV pP City
... .. - of
Denton. Nothing herein N g makes the City of Denton. responsible or liable for the terms of the utility easements granted to the Utility Companies other.
North 60 52 Degrees i g Minutes 58 Seconds East, a distance of 255.07 feet to a 5/8" iron rod with cap stamped Jones Carterset for corner than the City. / P stem ' P
ROB ON RA
_S NCH UNIT 26
North 29 Degrees
g 07 Minutes 02 Seconds West, a distance of 77.21 feet to a 5/8" Iron rod with cap stamped .Jones Cartel. set for corner
/ P stain '
P ,
Robson Denton Development: LOT 1 X : L - an Arizona Limited Partnership , BLOCK A, LOTS 2X & 32 50, BLOCK H
North 15 Degrees 39 Minutes 52 Seconds West a distance of 44.00 feet to a 5 8 iron rod with cap stamped "Jones Carter" t for r
/ P p e Ca se o corner; .
LOT. X - - - S 3 & 13 31 BLOCK I LOTS 4X 5X & 1 12 1 5 72, BLOCK J
By. Denton PropertyManagement Company,an Arizona Corporation doing business In Texas �
g P g
., unde
r the name Robson Denton ManagementIts General Partner
North 60 Degrees 52 Minutes 58 Seconds East a distance f 515.93 feet to a 5 8 iron rod with cap stamped r' g AND LOTS 73 86 BLOCK K
g o / I I P Pe Jones Carte set for corner,:..,
North 2 r 7 Degrees Min
utes 13 Seconds East a distance of 91. 2 f t 8 iron rod with c stamped
g 3 feet o a 5/ i a cap s a ped .Jones Carter' set for corner, By �--•BEING"32.853 ACRES_ 1 431 077 SQFT
..Paula uthored Agent
( )
North 81 Degrees 34 Minutes 5 Seconds ,
Robinson,,
9 5 o ds East a distance o 1 2 e iron rod with e stamped
g f 9 .3 feet to 5/8 ra t cap s a ped Jones Carter' set for corner, Vice `SITUATED IN THE
e President
M. SCURLOCK SURVE
Y, ABSTRACT NO. 1141
South 88 Degrees 57 Minutes 15 Seconds East, a distance of 91.32 feet to a 5/8 Iron rod with capstamped Jones Carter' .set for corner,
,
p ,
South 79 Degrees 29 Minutes 29 Seconds East a distance of 91.32 feet a 5 8 iron rod with cap stamped Jones Carter" for
IN THE
g / P s P rte set o corner,
CITY OF DENT
ON, DENTON COUNTY TEXAS
South 70 Degrees Ol Minutes 43 Seconds East a distance f n rod g anc o 91.32 feet to 5/8 iron with cap stamped Jones Carter' set for corner,: ,
91 LOTS BY USE
» - STA
TE TE OF ARIZONA
86 RESIDENTIAL LOTS, 4 COMMON
South 60 Degrees 33 Minutes 57 Seconds East a distance of 91.32 feet to a 5 8 iron rod with cap stamped Jones Carter' et for corner; ( ,
g 1 p p s o o ner,
COUNTY OF
/O _EN SPACE LOTS AND 1 PRIVATE STREET LOT
South 51'De Degrees 15 Minutes 29 Seconds East a distance f n rod with
g d s ce o 88 70 feet to a 5/8 iron w t cap stamped Jones Carter' set for corner,
BEFOREE M the undersigned, a Notary Public in and for The State of Arizona on this day personally appeared Paula Robinson, known to me
g rY Y p Y PP n w
to be the person and officer w J UN E ` 2022
South 42 Degrees 08 Minutes 59 Seconds West a distance of 123.55 feet to a 5 8 iron rod with cap stamped Jones Carter' set for the beginning of a phose name is subscribed to the foregoing Instrument, and acknowledged to me that he executed the same for
g / p P g gg g g
non tangent curve to the left,. he purposes and considerations therein expressed and in the capacity the
rein stated.
Southeaster) along said non -tangent curve v' r 2 e e to the left having a central angle of 35 Degrees 6.Minutes 45 Seconds a radius of 398.19 feet an arc
i
Y, g g g g g , ,
distance of 246.34 fe
et and a chord bearing an distance f r mutes n 4 .4 o d d stay ce o South 65 Degrees 34 M 23 Seconds East 2 2 3 feet to a 5 8 iron rod with ca
_g g / p _
GIVEN UNDER MY HAND AND SEAL OF OFFICE h Z HILo „ » O CE this the th day of •� � � �. 202 KARUE FAIRC
_Gy
stamped Jones Carter set for corner, IZONA
P ,
NOTARY PUBLIC AR
Filed for Record
MAR ICOPA COUNTY
Official Records Of:
C OMMISSIOPI IM 570178 m the
EXPIRES ton Coun
South 06 Degrees 50 Minutes 12 Seconds West a distance of 60.00feet to a 5 8 Iron rod with cap stamped .Jones Carter" set for the beginning of a OMMISSION EX Den tY
g / p p $ g MY C
.. ,, 23 40.10 AM
AUGUST 13,
non -tangent curve to the right, also being the northerly line of a .lot 7R 1 Block A Re let of Robson Ranch Golf Course A an addition to the City of On. 7/1/2022 10
g g Y P ty PLAT Records
In the
Denton as recorded in Instrument No. 2022-198 R.P.R.D.C.T. otyp
b i in _, Nu I c and for a State of Ariz na � UNIT 26
ROBSON RANCH
BASIS OF BEARING DEVELOPER OWNER. -
/ ENGINEER /SURVEYOR... Number.2022 257
Doc
of Pages:
s.
Nu
mber
r
R� N Num 9 curve to the right haven a central angle of 08 Degrees 21 DSQ .DENT..
THENCE Northwesterly, along the northerly line of said Golf Course and said non-tangente g g g g ��
y g YBearings based on the Texas State Plane Coordinate System, NAD 83,'North
4 n f 4 feet, an arc distance of 6.83 feet and a chord bearing and distance of North 79 Degrees 06 Minutes 01 Seconds
YAmount: 100.00
Minutes 2 Seconds, a radius o 5819 6 g g ,, . -DEVELOPMENT LP. 27
> 202207010003
Central 4202 and 1 2 iron rod found' a northwest order#.
»/ n r at .north es corner a called
et or corner;
West, 66.77 feet a 5/8 iron rod with cap stamped Jones Carter's f e , 9532 Rlccs Roao I -
BY CB
'
2426.81 acre tract and a 5/8"
SUN IAKES
Iron rod found at a southwest corner of said tract AZ 85248
PHONE:460 895-9200
t )
Texas Bo
ard rd of Professional Engineers and Land Surveyors
_ _ g eyors
of land as recorded m Instrument t No. 7 -
THENCE along the wester) line of said Lot 7R 1 Block A the following courses. o u n 99 06 253, R P.R.D.C.T.
g Y , , $ Registration Nos. F-23290 & 10046100
2805 8 5 Dallas Parkway, 600 Plano TX 75093 :972 -
,
Y -488 3880
» r
r' for corner; h stamped Jones Carte set ti c e
f 73.55 feet a 5 8 -Iron rod cart cap e
South 15 De rees 07 Minutes 115econds West a distance o / p p r , ,. _ _
g ,v ,. ,
..CITY OF DENTON PROJECT No. FF Z:. uGlt J01; No. D380-060I / 807 SHEET 2 OF 2
K: OD380 CD380-0007-OC Rohson hooch Unit 26 2 Cesi n Phase CAD Base f'Iles P✓rT FINAL PUT BASEM DWG No. 1 2E.dw^ - -