SB0124ABoundary Line Table
Line i1
Bearing
Distance
BL1
N22'08'17"E
70.55'
BL2
N5511'46"E
88.12'
BL3
N7940'16'E
56.49'
BL4
N7014'51"E
79.99'
BL5
N10'5232"E
30.16'
BL6
N5612'39'E
264.70'
BL7
N7915'33'E
121.22'
BL8
N4614'13'E
196.10'
BL9
N621V45'E
172.13'
BU0
S40'41'44"E
60.83'
BU 1
S06'56'54"W
14.60'
BL12
S46'08'20'E
59.31'
BL13
S70'27'5TE
22.04'
BL14
N6714'44"E
14.80'
BL15
S70'2744"E
50.26'
BLt6
S22 39'20"E
13.43'
BL17
S70'27'58'E
248.95
BL18
N7030'42"E
15.54'
BL19
S70'22'1TE
51.50,
BL20
S1823'06'E
12.29'
OL21
S271456"W
50.46'
-75��\oy
2
Za �0
\ Oji
'P
� \ t
ti\�S
S� \ C
MERRITT/THORTON
FARM PARTNER5HIP
Doc- No. 99-96577
OPRDCT �O\
15' D.6 By Sep.
Instrument No. \
2024-110250
Bid
Boundary Line Table
Bearing
Distance
FUine
S67'14'41'W
14.80'
S24'5T20'W
40.00'
BL24
S70'27'58'E
26.38'
BL25
S36'2532"E
70.60'
BL26
S2046'47'E
53.47'
BL27
S76'35'18"W
166.57'
BL28
N70'27'58"W
43.93'
BL29
N27'57'58'W
14.75'
BL30
N70'27'58"W
50.19'
BL31
S62'02'02"W
13.51'
BL32
N70'2758"W
124.53'
BL33
1`11412'02"E
110.89,
BL34
N19'32'02'E
2.10'
BL35
N70'27'58"W
206.72'
BL36
N46'36'13"W
62.98'
BL37
S4812'54"W
148.23'
BL38
N453433'W
111.30'
BL39
N0119'11'E
13.67'
BL40
N41'54'26'W
50.00'
BL41
I N42'58'17'W
38.42'
I n
15 D.E. By Sep. I I
i Instrument No. -�
2024-110251 1
I � \
Fully Developed \
100-Year FIoopolair,
I \.
Boundary Curve Table
Length
Radius
Delta
Chard Bearing
Chord Distance
r
77.63'
475.00'
9'21'50"
S41'27'25"E
77.54'
116.76'
275.00'
2419'38'
S5818'09'E
115.89'
BC3
82.45'
325.00'
14'32'10"
S32'13'25'W
82.23'
BC4
443.76'
1148.86'
22'07'53"
S59'24'02'E
441.01'
BC5
184.99'
890.00'
11'5434"
S42'22'49'E
184.66'
BC6
195.25'
715.00'
1538'46'
S2836'09"E
194.64'
BC7
38.74'
325.00'
6'49'48'
S55'03'29'W
38.72'
BC8
163.0
375.00'
24'5741"
S64'06'28"W
162.08'
BC9
105.37'
975.00'
611'32'
S79'41'04'W
105.32'
BC10
410.74'
775.00'
30'21'57"
N81'53'46'W
405.95'
BC11
67.14'
1025.00'
345'11"
N68'3523"W
67.13'
BC12
17.45'
200.00'
500'00"
N17'02'02"E
17.45'
BC13
482.12'
1495.00'
18'28'39"
N6113'39'W
480.04'
BC14
75.19'
800.00'
523'06"
N4917'46"W
75.16'
BC15
9.00'
275.00'
1'52'29*
N46'30'47"W
9.00'
/ FEMA Zone A noodplain
Per FIRM 4812CO290G,
i Dated April 18, 2011
/ - - - A. THOMASSON SURVEY ,r ABSTRACT NO.1265 - - 7.
JOHN MORTON SURVEY ABSTRACT NO.791
0
El
�1� Q TELLUS TEXAS I LLC pt cep
�jTRACT
1
- DL
�% Doc. No. 2 21--137876 N O I N
`e OPRDCT O Z i Z
BL13 Z CDI:�N
5C 249r 1304 = Q - Z m
/P 1' S.E. BL'S t : 0 Z
C25 1306
5FAO � Qp
\J z-4 ` gut' 1ti
L2 7
2
\\ J K?Af 19 \. / e 7.5' UE
,�KFY m L
5 �p
- ll 20 � ^� � Lot 3X, �i�. 1' s.E.-
Ze \ Block X I \\
124. $0 ROW
Oncor Easement
BL31
r B Doc. No 2024-125649
OPRDCT
BL29
U
�•) \BGy
20'X20' U
NOTES: -1 Q / \ `1 T`� \ _ 1' S.E.
15' U.E.
1. Basis of bearing: Texas State Plane Coordinate System, North Central Zone -
gG,lo - -- ------
4202, North American Datum of 1983. Adjustment Realization 2011. ------
2. Notice - selling a portion of this addition by metes and bounds is a violation \ _
f Cl't ordinance and state law and is subject to fines and withholding of �� I
0 y
utilities and building permits.
\
M05AIC PHASE 2A
=
3.
All corners are 1 /2 inch iron rods with yellow plastic caps stamped
Proposed
U
"SPIARSENG" unless otherwise noted.
I
'\j
Q
4.
All lots comply with the minimum size requirements of the zoning district.
-_
_
5.
All common areas, drainage easements, and detention facilities will be owned
and maintained by the HOA/POA. Any common areas within the Citys
_J
O
right-of-way are required to be an HOA "X" lot.
\.
U
6.
All common area/HOA lots or floodplain may contain a public trail and shall
-- -_4
\
rovide an access easement for the public to use the trail.
p
7. This plat does not alter or remove existing deed restrictions, if any, on this
property.
8. Minimum finished floor elevations are at least 2 feet above the 100 year flood
plain.
9. A portion of this property lies within "Zone A" according to Community Panel
No. 48121CO290G, dated April 18, 2011, of the National Flood Insurance Rate
Maps for Denton County, Texas.
10. This property may be subject to charges related to impact fees and the
applicant should contact the City regarding any applicable fees due.
11. No overhead utilities are permitted on the subject property.
12. Lots 1-4, Block E, Lots 1-3 and Lot 26, Block F, and Lots 1-3, Block G are
FEMA Z A fl d I 'n A Letter of Mn Revision Based on
Lot Types
A
B
C
D
E
Min. Lot Widths
40'
50'
60'
70'
25'
Lot Counts
0
44
56
11
0
Lot % (Min/Max)
(0/20)
(0/30)
(20/--)
(10/--)
(0/10)
Lot % (Actual)
0%
40%
50%
10% 0%
Total Lot Count --Phase 29
located within the one oo pal . p
Fill has been submitted to remove these lots from the floodplain. **Maximum/minimum allowable on
percentage is required to be met over
the life of the project,, not on a phase by phase basis.
OWNER / APPLICANT
Tellus Texas I LLC
5301 Headquarters Drive, Suite 120
Plano, Texas 75024
Telephone (469) 532-0689
Contact: Justin Craig
jcraig@tellusgrouplic.com
Scale: 1" = 80'
LOCATION
N.T.S.
TELLU5 TEXAS I LLC
TRACT 1
Doc. No. 2021-137876
OPRDCT
19.67' 9 o�' 15
6.04 \yp01-
`$ 10
9. 17 1' S.E.
gyp, 6f �SO.1�y� 14 12.42'
o�
\z9.
cA V y _ i
off 13 c41 Lot 18X, ,
L5 \ N 6.79' N Block Q
ti5 12 11511 _ - C42 /
-
m\� 1' S.E.4981' gl6"� C43- _
C45
Lot 29X, MOSAIC PHASE 1C
"
Dw = Doc. No. 2023-430
10' _ -�' Block R -
6(.Oncor - _ PRDCT
-_ Easement -
To Remain i (---- - --
FINAL PLAT
,
�L Mosaics Phase 2B
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPELS No. F-2121 and No. F-10043100
Contact: Colton Smith
colton.smith@spiarsengineering.com
November 2024 SEI Job No. 23-052
0 40 80 160
1 inch = 80ft.
LEGEND
(Not All Items May Be Applicable)
O
1 2 IRON ROD WITH PLASTIC CAP STAMPED
'SPIARSENG" SET, UNLESS OTHERWISE NOTED
NOTE IF UNAB TO SET ACTUAL LOT CORNER, A 5
FOOT OFFSET IRON ROD MAY BE SET WITH A PINK
PLASTIC CAP STAMPED 'SPIARSENG-5 O/S PC'.
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
AMF
ALUMINUM MONUMENT FOUND
CM
CONTROL MONUMENT
Esmt.
EASEMENT
Util.
UTILITY
DE
DRAINAGE EASEMENT
DUE
DRAINAGE AND U11UTY EASEMENT
UE
DRAINAGE EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SE
SIDEWALK EASEMENT
STE
STREET EASEMENT
FAUE
FIRELANE, ACCESS, & UTILTY EASEMENT
WME
WALL MAINTENANCE EASEMENT
HBE
HIKE & BIKE TRAIL EASEMENT
VAM / ii%
VISIBILITY, ACCESS & MAINTENANCE EASEMENT
(BTP)
BY THIS PLAT
ROW
RIGHT-OF-WAY
Min. FF
MINIMUM FINISH FLOOR ELEVATION
BL
BUILDING LINE
Q
STREET NAME CHANGE
Q
BLOCK DESIGNATION
DENOTES DRIVEWAY LOCATION RESTRICTION PER
ENGINEERING STANDARDS SECTION 4.05.C.12.G AND/OR
INLET LOCATION
LOT FRONTAGE
Cab.
CABINET
Vol.
VOLUME
Pg.
PAGE
No.
NUMBER
FEMA
FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM
FLOOD INSURANCE RATE MAP
Ord. No.
ORDINANCE NUMBER
Inst./Doc.
INSTRUMENT OR DOCUMENT
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
30.956 GROSS ACRES, 6.798 ROW ACRES
111 RESIDENTIAL LOTS
7 HOA / OPEN SPACE LOTS
OUT OF THE
A. THOMSON SURVEY - ABSTRACT NO.1265
JOHN M. McKIM SURVEY - ABSTRACT NO.889
JOHN MORTON SURVEY ~ ABSTRACT NO.791
ANTHONY PHILLIPS SURVEY - ABSTRACT NO. 1028
CITY OF CELINA, DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 12/16/2024 3:29:02 PM
In the PLAT Records
MOSAIC PHASE 2B
Doc Number: 2024-415
Number of Pages: 2
Amount: 100.00
Order#:
By: MT
1 of 2
OWNER'S ACKNOWLEDGEMENT AND DEDICATION
STATE OF TEXAS §
COUNTY OF DENTON §
We the undersigned, owners of the land shown on this final plat within the
area described by metes and bounds as follows:
BEING a tract of land situated in the Anthony Phillips Survey, Abstract No.
1028, the John M. McKim Survey, Abstract No. 889, the John Morton Survey,
Abstract No. 791 and the A. Thomosson Survey, Abstract No 1265, City of
Celina, Denton County, Texas, being part of a tract described as Tract 1
conveyed to Tellus Texas I, LLC, by deed recorded in Document No.
2021-137876 of the Deed Records, Denton County, Texas with the subject
tract being more particularly described as follows:
BEGINNING at a 5/8 inch capped iron rod found on the west line of said
Tract 1, some being the northwest corner of Mosaic Phase 2A, an addition
to the City of Celina, Texas;
THENCE
with said
west line
the following nine (9) courses and distances:
1)
N
22'08' 17"
E,
70.55
feet,
to a
point for corner,
2)
N
55*11'46"
E,
88.12
feet,
to a
point for corner,
3)
N
79*40'16"
E,
56.49
feet,
to a
point for corner,
4)
N
70' 14'51 "
E,
79.99
feet,
to a
point for corner,
5)
N
10'52'32"
E,
30.16
feet,
to a
point for corner,
6)
N
56'12'39"
E,
264.70
feet,
to
a point for corner,
7)
N
79"5'33"
E,
121.22
feet,
to
a point for corner,
8)
N
46-14'13"
E,
196.10
feet,
to
a point for corner, and
9)
N
62'02'45"
E,
172.13
feet,
to
a point for corner;
THENCE departing said west line,
over and across said Tellus
Texas tract,
the following twenty-three (23) courses
and distances:
1) S 40'41'44" E, 60.83 feet, to
a point for
corner,
2) S 06'56'54" W, 14.60 feet, to
a point for
corner,
3) Along a non -tangent curve
to the left
having a central
angle of
09'21'50", a radius of 475.00 feet,
a chord of
S 41'27'25" E
- 77.54 feet,
an arc length of 77.63 feet, to a
point for corner,
4) S 46'08'20" E, 59.31 feet, to
a point for
corner,
5) Along a tangent curve to the
left having
a central angle
of 24'19'38",
a radius of 275.00 feet, a chord
of S 58' 18'09" E - 115.89
feet, an arc
length of 116.76 feet, to a point for
corner,
6) S 70'27'58" E, 22.04 feet, to
a point for
corner,
7) N 67'14'44" E, 14.80 feet, to
a point for
corner,
8) S 70'27'44" E, 50.26 feet, to
a point for
corner,
9) S 22'39'20" E, 13.43 feet, to
a point for
corner,
10) S 70'27'58" E, 248.98 feet, to a paint for corner,
1 1) N 70'30'42" E, 15.54 feet, to
a point for
corner,
12) S 70-22'10" E, 51.50 feet, to
a point for
corner,
13) S 18'23'06" E, 12.29 feet, to
a point for
corner,
14) S 27' 14'56" W, 50.46 feet, to
a point for
corner,
15) S 67'14'41" W, 14.80 feet, to
a point for
corner,
16) S 24'57'20" W, 40.00 feet, to
a point for
corner,
17) Along a tangent curve to the
right having
a central angle
of 14'32'10",
a radius of 325.00 feet, a chord
of S 32'13'25" W - 82.23
feet, an arc
Q length of 82.45 feet, to a point for
corner,
18) S 70'27'58" E, 26.38 feet, to
a point for
corner,
19) Along a tangent curve to the
right having
a central angle
of 22'07'53",
a radius of 1148.86 feet, a chord
of S 59'24'02" E - 441.01
feet, an arc
length of 443.76 feet, to a point for corner,
20) Along a compound curve to the right
having a central
angle of
11'54'34", a radius of 890.00 feet, a chord
of S 42'22'49"
E - 184.66
feet, an arc length of 184.99 feet,
to a point
for corner,
N
21) S 36'25'32" E, 70.60 feet, to
a point for
corner,
9 22) Along a tangent curve to the
right having
a central angle
of 15'38'46",
a radius of 715.00 feet, a chord
of S 28'36'09"
E - 194.64
feet, an arc
length of 195.25 feet, and
23) S 20'46'47" E, 53.47 feet,
to a point
in the north line of Mosaic
Phase 1C, an addition to the City of Celina,
as recorded
in Document
number 2023-430, of the Official
Plat Records
of Denton County, Texas;
THENCE with
the line of said Mosaic Phase 1C, the following
five (5)
courses and
distances:
1) Along a
non -tangent curve to
the left having a central
angle of
06'49'48", a
radius of 325.00 feet,
a chord of S 55'03'29" W
- 38.72
feet, an arc
length of 38.74 feet, to
a point for corner,
2) Along a
non -tangent curve to
the right having a central
angle of
24'57'41 ", a
radius of 375.00 feet,
a chord of S 64'06'28" W
- 162.08
feet, an arc
length of 163.37 feet, to
a point for corner,
3) S 76'35'18"
W, 166.57 feet, to a point for corner,
4) Along a
tangent curve to the right
having a central angle of
06'11'32",
a radius of
975.00 feet, a chord of
S 79'41'04" W - 105.32 feet, an arc
length of 105.37 feet, to a point for
corner,
5) Along a
non -tangent curve to
the right having a central
angle of
30'21'57", a
radius of 775.00 feet,
a chord of N 81'53'46" W
- 405.95
feet, an arc
length of 410.74 feet, to
a point for corner, in the
north line
of said Mosaic
Phase 2A, passing the
northwest corner of said Mosaic phase
1C and the
northeast corner of said
Mosaic Phase 2A, at an arc
length of
33.07 feet;
THENCE continuing with the north line of said Mosaic Phase 2A,
the following
nineteen (19) courses and distances:
1) Along a reverse curve to the left having a central angle
of 03'45'1 1 ",
a radius of 1025.00 feet, a chord of N 68'35'23" W - 67.13
feet, an arc
length of 67.14 feet, to a point for corner,
2) N 70'27'58" W, 43.93 feet, to a point for corner,
3) N 27'57'58" W, 14.75 feet, to a point for corner,
4) N 70-27.58" W, 50.19 feet, to a point for corner,
0
5) S 62'02'02" W, 13.51 feet, to a point for corner,
6) N 70'27'58" W, 124.53 feet, to a point for corner,
7) N 14-32'02" E, 110.89 feet, to a point for corner,
E
8) Along a tangent curve to the right having a central angle
of 05'00'00",
a radius of 200.00 feet, a chord of N 17'02'02" E - 17.45
feet, an arc
o
length of 17.45 feet, to a point for corner,
9) N 19'32'02" E, 2.10 feet, to a point for corner,
n
10) N 70'27'58" W, 206.72 feet, to a point for corner,
a
1 1) Along a tangent curve to the right having a central angle
of 18'28'39",
a radius of 1495.00 feet, a chord of N 61' 13'39" W - 480.04
feet, an arc
length of 482.12 feet, to a point for corner,
a
12) Along a compound curve to the right having a central
angle of
05'23'06", a radius of 800.00 feet, a chord of N 49'17'46"
W - 75.16
feet, an arc length of 75.19 feet, to a point for corner,
ti
13) N 46'36'13" W, 62.98 feet, to a point for corner,
14) S 48'12'54" W, 148.23 feet, to a point for corner,
a
15) Along a non -tangent curve to the right having a central angle of
01'52'29", a radius of 275.00 feet, a chord of N 46'30'47" W
- 9.00 feet,
an arc length of 9.00 feet, to a point for corner,
n
16) N 45'34'33" W, 111.30 feet, to a point for corner,
17) N 01' 19' 1 1 " E, 13.67 feet, to a point for corner,
18) N 41'54'26" W, 50.00 feet, to a point for corner,
19) N 42'58'17" W, 38.42 feet to the POINT OF BEGINNING with
the subject
tract containing 1,348,459 square feet or 30.96 acres of land.
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That TELLUS TEXAS 1, LLC, acting herein by and through its duly authorized officer, does hereby adopt
this final plat designating the herein above described property as MOSAIC PHASE 2B, an Addition to the
City of Celina, Texas, and does hereby dedicate to the public use forever by simple fee title, free and
clear of all liens and encumbrances, all streets and alleys and to the public use forever easements for
sidewalks, storm drainage facilities, floodways, water mains, wastewater mains, and other utilities and
facilities, and any other property necessary to serve the plat and to implement the requirements of the
subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and
assigns to warrant and to forever defend the title on the land to dedicated. Further, the undersigned
covenants and agrees that they shall maintain all easements and facilities in a state of good repair and
functional condition at all times in accordance with City codes and regulations. 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 installed, if approved by the City
of Celina. At no point shall any overhead utilities be installed on the subject property. The City of Celina
and public utility entities shall have the right of access and maintain all respective easements without
the necessity at any time of procuring permission from anyone.
By: TELLUS EXAS I LL
Owner: ,[I
Title: /Q't/. f/Gwgf1+CS'
Date:
STATE OF TEXAS §
COUNTY OF DENTON §
BEFQRE ME, the dersl9ned, a Notary Public in and for The State of Texas, on this day personally appeared
(D}� o �lSw' , known to me to be the person and officer whose name is subscribed to
the foregoing instrument, and acknowledged to me that he/she executed the some for the purposes and
considerations therein expressed and in the capacity therein, stated.
GIVEN UNDER (MY HAND AND SEAL OF OFFICE this the 5� day of bC=>CPfM6r 2024.
Publi6. State of Texas
�Tina L.I.O. S. da
• My Co 91412sion 026Explres
Notary ID 3170749
SURVEYOR'S CERTIFICATE
That I, Scott F. Ammons, of Spiars Engineering, Inc., do hereby certify that I prepared this plot and the
field notes made a part thereof from an actual and accurate survey of the land and that the corner
monuments shown thereon were properly placed under my personal supervision, in accordance with the
Subdivision Regulations of the City of Celina, Texas.
Dated this the -4- day of Dec_ew t bmc -e- , 2024.
�E �P.0F..TFy&a, •'N5TI"
C')•9 i
:.
SCOTT F PMI10N
..................
SCOTT F. AMMONS, R.P.L.S. NO. 6550
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Scott F. Ammons, 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 some for the purposes and considerations therein
expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND ,SEAL OF OFFICE this the S day of leu,1M,bZ,C . 2024.
Notary Public, State of Texa
LENDER:
THIRD COAST BANK,
a Texas state bank
formerly known as
Third Coast Bank SSB
By:
Owner:
Title: S V P
Date:/-,,.10 q 1.2 y
CERTIFICATE OF PLAT APPROVAL
Development Official
of Celina, Texas
Faith Nicole Sourber
My Commission Expires
+ 8/11/2025
Notary ID
133262075
STATE OF TEXAS §
COUNTY OF COLLIN §
Centerline Line Table
Line #
Bearing
Distance
U
N3532'03'W
23.96'
L2
N46'08'20'W
59.31'
L3
N70'27'58"W
55.01'
L4
S24'32'02"W
29.06'
L5
N70'27'S8'W
36.45'
L6
S32'38'59"E
64.41'
L7
S70'27'58'E
91.80,
L8
S3625'32"E
70.60'
L9
N33'59'04'W
99.68'
L10
N70'2758'W
93.72'
1_11
N36'25'32"W
70.60'
L12
N24'32'02"E
61.37'
L13
N24'32'02"E
34.74'
L14
N24'32'02"E
9.02'
L15
N19'32'02"E
68.18'
Lot Line Table
Lime /
Bearmg
Distance
L16
S8015'34"E
14.36'
L17
Ntl'29'15"E
14.35'
L18
N7549'02"W
14.59'
L19
N13'30'56"E
13.51'
L20
N78'31'31'W
14.26'
L21
S2T45'19"E
13.46'
L22
S67'02'02'W
14.75'
L23
S25'27'58'E
14.14'
L24
S64 32'02"W
14.14'
L25
N25'27'58"W
14.14'
L26
S225557"E
13.50'
Centerline Curve Table
Curve J
Length
Radius
Delta
Chord Bearing
Chord Distance
C1
92.54'
500.00'
10'36'18"
S40'50'121
92.41'
C2
127.38'
300.00'
2419'38"
S5818'09"E
126.42'
C3
35.36'
300.00'
645'09'
N30'04'36"E
35.34'
C4
171.76'
390.00'
2514'01'
S4516'00"E
170.38'
C5
226.20'
1030.00'
12'34'57'
S6410'29'E
225.74'
C6
383.89'
993.86'
22'07'53'
S5924'02'E
381.51'
C7
152.77'
735.00'
11'54'34'
S42'22'49'E
152.50'
C8
140.83'
560.00'
14'24'33"
S2913'116"E
140.46'
C9
291.98'
NOW
235S56"
N45'56'WIN
289.87'
C10
294.28'
1340.00'
12'3457"
N6410'29"W
293.68'
C11
264.15'
683.86'
22'07'53'
N5924'02" W
262.51'
C12
88.34'
425.00'
11'54'34'
N4222'49'W
88.18'
C13
105.30'
250.00'
24'08'02"
N24'21'31'W
104.53'
C14
32.76'
350.00'
5'21'49'
N51'59'11"E
32.75'
C15
5.84'
350.00'
0'57'24"
N55'08'47'E
5.84'
C16
15.06'
500.00'
1'4331'
N56'29'15'E
15.06'
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
7 M Pr.*A , known to me to be the person and officer whose name is subscribed to
the foregoing instrument, and acknowledged to me that he/she executed the some for the purposes and
considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the a� day of eCP_WJiX• , 2024.
I(SLaali• K Thompson
My Commission Expire•
�+n�so26
N4y60iotettyy60 10
I2 - I �-Uz2
Date
Lot Line Table
Line /
Bearing
Distance
L27
N70'27'58"W
5.13'
L28
S70'2758'E
5.20'
L29
N64'32'02'E
14.14'
L30
N2527'58'W
14.14'
L31
N70'27'58"W
5.00'
L32
S6C32'02"W
14.14'
L33
S61'O6'54'E
12.33'
L34
N32'41'56"E
14.52'
L35
N5557'46"W
14.62'
L36
N35'26'59"E
12.94'
Centerline Curve Table
Curve
Length
Radius
Delta
Chord Bearing
Chord Distance
C17
31.99'
500.00' 1
3'39'55"
N5910-58-E
31.98'
C18
5.98'
500.00'
0'41'09'
N60'4021'E
5.98'
C19
105.72'
500.00'
IT06'53'
N5416'20"E
105.52'
C20
11.34'
300.00'
2'09'59"
N2537'02'E
11.34'
C21
104.67'
300.00'
19'59'25'
N34'57'02'E
104.14'
C22
106.88'
300.00'
20'2443'
N34'423"E
106.31'
C23
26.18'
300.00'
5'00'00"
N22'02'02'E
26.17'
C24
65.45'
750.00'
5'00'00"
N17'02'02"E
65.43'
C25
6.03'
425.00'
0'48'47'
S2C56'25'1111`
6.OS
C26
75.23'
300.00'
14'22'06'
S14'49'56'E
75.04'
C27
17.97'
1 300.00'
3'25'59"
S09'21'52'E
17.97'
Lot Curve Table
Curve I
Length
Radius
Delta
Chord Bearing
Chord Distance
C28
211.15'
566.14'
21'22'10'
S59'46'53'E
209.93'
C29
30.66'
150.00'
11'42'46'
N55'09'33"E
30.61'
C30
157.31'
545.00'
16'32'W
S49'36'53"E
156.76'
C31
260.24'
1185.00'
12'3457'
S6410'29'E
259.71'
C32
66.01'
345.00'
10'57'47'
N53'41'48"E
65.91'
C33
37.80'
340.00'
6'22'10'
S41'45'40'W
3TV
C34
98.76'
260.00'
21'45'51'
S34'03'49"W
98.17'
C35
324.02'
838.86'
22'07'53'
N59'24'02"W
322.01'
C36
120.56'
580.00'
11'54'3e
N4222'49"W
120.34'
C37
158.25'
405.00'
22'23" 6'
N2513'5eW
157.25'
C38
43.48'
340.00'
719'36'
S5517'21'W
43.45'
C39
97.43'
359.12'
15'32'41'
S5923'54"W
97.13'
C40
3.06'
325.00'
0'32'19"
N07'55'02"W
3.06'
C41
2.40'
275.00'
0'29'58'
S0753'52'E
2.40'
C42
5.05'
325.00'
0'53'23'
S0917'23"E
5.05'
C43
8.39'
360.00'
1'20'07"
N7555'15"E
8.39'
C44
80.31'
960.00'
4'47'36'
N78'59'06"E
80.29'
C45
5.05'
275.00'
1'03'11"
S14'30'25'E
5.05
C46
11.81'
905.00'
0'44'52"
N19'09'36"E
11.81'
Lot Area Table
Lot i
Block I
Square Feet
Acreage
1
E
10,698
0.246
2
E
9,100
0.209
3
E
9,100
0.209
4
E
11,072
0.254
5
E
9,733
0.223
6
E
9,299
0.213
7
E
8,933
0.205
8
E
8,696
0.200
9
E
8,428
0.193
10
E
8,439
0.194
11
E
8,436
0.194
12
E
8,433
0.194
13
E
8,474
0.195
14
E
8,184
0.188
15
E
8,155
0.187
16
E
9,448
0.217
17
E
9,051
0.208
18
E
7,895
0.181
19
E
8,065
0.185
20
E
9,367
0.215
Lot Area Table
Lot If
Block ;I Square Feet
Acreage
1
Q
9,412
0,216
0.157
0.157
2
Q
6,840
3
Q
6,840
4
Q
6,840
0.157
5
Q
6,840
0.157
0.157
6
Q
6,840
7
Q
6,840
0.157
8
Q
6,840
0,157
9
Q
6,860
0.157
10
Q
6,961
0.160
11
Q
6,953
0.160
12
Q
6,719
0.154
13
Q
6,580
0.151
14
Q
7,043
0.162
15
Q
7,043
0.162
16
0
6,998
0.161
17
Q
8,103
0.186
FINAL PLAT
Lot Area Table
Lot f
Block J
Square Feet
Acreage
1
F
11,780
0.270
2
F
9,826
0.226
3
F
12,382
0.284
4
F
10,623
0.244
5
F
8,367
0.192
6
F
8,165
0.187
7
F
8,165
0.187
8
F
8,165
0.187
9
F
8,009
0.184
10
F
7,800
0.179
11
F
7,800
0.179
12
F
7,800
0.179
13
F
7,800
0.179
14
F
9,050
0.208
15
F
9,483
0.218
16
F
8,233
0.189
17
F
8,233
0.189
18
F
8,233
0.189
19
F
8,229
0.189
20
F
8,414
0.193
21
F
8,484
0.195
22
F
8,488
0.195
23
F
8,492
0.195
24
F
8,708
0.200
25
F
8,828
0.203
26
F
10,182
0.234
Lot Area Table
Lot /
Block
Square Feet
Acreage
1
R
7,644
0.175
2
R
6,987
0.160
3
R
6,987
0.160
4
R
6,987
0.160
5
R
6,987
0.160
6
R
6,987
0.160
7
R
6,987
0.160
8
R
7,266
0.167
9
R
6,891
0.158
10
R
6,722
0.154
11
R
7,604
0.175
12
R
7,977
0.183
13
R
7,042
0.162
14
R
7,096
0.163
15
R
7,044
0.162
16
R
6,726
0.154
17
R
6,631
0.152
18
R
6,953
0.160
19
R
6,965
0.160
20
R
6,919
0.159
21
R
6,807
0.156
Mosaic ]Phase 2B
30.956 GROSS ACMES, 6.798 ROW ACRES
111 RESIDENTIAL LOTS
8 HOA / OPEN SPACE LOTS
OUT OE THE
A. THOMSON SURVEY - ABSTRACT NO. 1265
JOHN M. McKIM SURVEY - ABSTRACT NO.889
JOHN MORTON SURVEY - ABSTRACT NO.791
ANTHONY PHILLIPS SURVEY - ABSTRACT NO. 1028
CITY OF CELINA, DENTON COUNTY, TEXAS
tL
Witness by hand thisff-day of Dje4Pr loef 2024
OWNER / APPLICANT ENGINEER / SURVEYOR
t(Y 00 Tellus Texas I LLC Spiars Engineering, Inc.
5301 Headquarters Drive, Suite 120 765 Custer ,..... Road, Suite 100
^.... �'F��a TX 75075
�1;.•' 2 Plano, Texas 75024 Plano,
ity Secretary f :9 Telephone (469) 532-0681 Telephone: (972) 422-0077
City of Celina, Texas Contact: Justin Craig TBPELS No. F-2121 and No. F-10043100
jcraig®tellusgroupllc.com Contact: Colton Smith
'•, cotton.smith@spiarsengineering.com
TEXAS. November 2024 SO Job No. 23-052
Lot Area Table
Lot /
Block
Square Feet
Acreage
1 1
G
10,657
0.245
2
G
9,100
0.209
3
G
9,100
0.209
4
G
11,157
0.256
5
G
12,365
0.284
6
G
9,789
0.225
7
G
8,909
0.205
8
G
7,925
0.182
9
G
7,800
0.179
10
G
7,800
0.179
11
G
7,800
0.179
12
G
10,790
0.248
13
G
11,197
0.257
14
G
7,875
0.181
15
G
7,875
0.181
16
G
7,875
0.181
17
G
7,875
0.181
18
G
8,041
0.185
19
G
8,359
0.192
20
G
8,644
0.198
21
G
11,714
0.269
Lot Area Tabie
Lot#7
Block #
Square Feet
Acreage
22
R
6,832
0.157
23
R
6,832
0.157
24
R
6,832
1 0.157
25
R
6,832
0.157
26
R
6,807
0.156
27
R
6,499
0.149
Open Space Area Table
Lot I
Block I
Acres
1X
X
0.517
2X
X
0.159
3X
X
2.307
18X
Q
0.048
19X
Q
0,046
28X
R
0.087
29X
R
0.085
2of2