SB0115AALLEY
STREET
5'
ROW
10, ROW
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1'SWE
7.5'UE
w I
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w
I TYPICAL 10'X10'
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w
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(n w
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13
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to
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V z 82.22' 64,77' 4781. 14 Q 15 lu 1 inch = 60 ft.
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5o ER 27.05 150 61 15 q6 -10, CAP STAMPED "TNP"
1' SWE ,_..- -'73. MEAD „r021.99' $e 1g21 `"� /�t'�`b ��/ / FOUND �18'03'19":
7.5' u� " I ' - 72.00 79'37 2 r 56.23'
T87 5 / 5/8" IRON ROD ,
g0.10 T65 T88 �\ FOUND T=80.23
92.72'- - - -52.68 / may/ h - --� 22.07' �a6� \�'6 10 /
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37.10' d 62 ��
/ r�� \ ` 9-1 / . T24 0 ChD=158.48'
N0a5i � / FIRE LANE & �
S86.48'37"E 139.74'
10' WE
39.34'
UTILITY EASEMENT ' C`58 y� 0• 15' UTILITY EASEMENT
\ Doc. No. 2023-90240 PROSPER INDEPENDENT
T83 33.95' /� } ` - r; / cj F
f/ L ,p o.R.D.c.T: SCHOOL DISTRICT
`7`33,44" ,\�°% `w''= 1X 10' wE J �~ 34.49' �6 \ DOC. NO. 2022-160130
T82 q. 0.R.D.C.T.
N
o
\
1x S51'35'03"W
-T69- _ _ T7 60.00'
-DRAINAGE EASEMENT ,
579'3
NS
7 \ �22 ! /
$
DRAINAGE EASEMENT ¢6 „ 6'
60• T73 - --- 48 E N / h 15' SSE
p T79
S8419'12"W99.41, T78 ` �112*24'49"
Wp.
T=79.94�
�/ A$ R=53.50
/, n/7740ss"W / w G L=104.97
J� Cq�9 ChB=S22'09'45"W
201.97 „W 170.59 23.80' ChD=88.92'
N85'17i15_W 347.65' - _ _ _ _ _ S89'22'42"W 130.1 T 20.01' S89'22'42"W 244.6T S7a.3�J78�4417 W
-- __
N84'06'45 - - -
„W 326.96' -----------7' 20.01'------------
21.59'1 I�
489.94'
0 14*56'29" TRACT 1
N a=2'12'29" T=258.33' TELLUS TEXAS I, LLC
T=37.97' R=1970.00' DOC. NO. 2021-137876
w R=1970.00' L=513.73' 0. R. D.C.T.
L=75.92' ChB=S86'12'32"W
ChB=N85'12'59"W ChD=512.28'
w r ChD=75.92'
Cn S130115A G015 S175 C495 PI D68
GENERAL NOTES: 983680 - A0889A J MCKIM, TR 2A, 28.195AC/PART
1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE OWNER/DEVELOPER
983685 - A1028A PHILLIPS, TR 1 C, 17.41 6AC/PART TELLUS TEXAS I, LLC
(4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID COORDINATES. 130 N. PRESTON ROAD, SUITE 130
,
2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP N0. - 983690 A0791 A J M O RTO NTR 6A, 0.06AC/PART PROSPER, TEXAS 75078
48121CO29OG DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON CONTACT: JUSTIN CRAIG
COUNTY, TEXAS. EMAIL: jcraig@tellusgroupllc.com
3. ALL COUNTY ROAD RIGHT-OF-WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS PLAT. PHONE :469-532-0689
4. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
5. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD ENGINEER
CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. ��
6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND
MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED P&
TO BE AN HOA "X" LOT. EN
NEERS
7. ALL COMMON AREA/HOA LOTS OR FLOODPLAIN MAY CONTAIN A PUBLIC TRAIL AND SHALL PROVIDE AN FRO
ACCESS EASEMENT FOR THE PUBLIC TO USE TO THE TRAIL. 6105 TENtYYSON I=I(wr, STE 210 1 I'l TX 75024 1 214.420.8494
8. NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING
PERMITS. CONTACT: DUSTIN WENTZ
9. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. EMAIL: DWENTZ®PAPE-DAWSON.CQM
10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY.
CAREY RD
PROJECT
o
LOCATION
I
z
z
0
v
PARVIN RD
_
PROSPER TRL
PROSPER RD
NORTH
LOCATION MAP
NOT TO SCALE
F,
v LEGEND
O.R.D.C.T.
= OFFICIAL RECORDS, DENTON COUNTY, TEXAS
D.R.D.C.T.
= DEED RECORDS, DENTON COUNTY, TEXAS
P.R.D.C.T.
= PLAT RECORDS, DENTON COUNTY, TEXAS
DOC. NO.
= DOCUMENT NUMBER
O
= 5/8"IRON ROD FOUND WITH CAP STAMPED
"RPLS 5674" (UNLESS OTHERWISE NOTED)
•
= 5/8" IRON ROD SET WITH CAP STAMPED
"RPLS 5674" (UNLESS OTHERWISE NOTED)
<CM>
= CONTROLLING MONUMENT
ROW
= RIGHT-OF-WAY
HOA
= HOMEOWNERS ASSOCIATION
UE
= UTILITY EASEMENT
SSE
= SANITARY SEWER EASEMENT
SWE
= SIDEWALK EASEMENT
= DENOTES KEY LOT
= DENOTES DRIVEWAY LOCATION
= DENOTES DRIVEWAY LOCATION
RESTRICTION PER ENGINEERING
STANDARDS SECTION 4.05.C.12.G
O
= DENOTES STREET NAME CHANGE
= APPROXIMATE ABSTRACT LINE
- - - - --
= 100 YEAR FEMA FLOODPLAIN
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 "= 60'
SURVEYOR
P.O.BOX575 I WAXAHACHIE, TEXAS 75168
214.903.8200 1 TBPELS FIRM NO.10194367
S U
R V E Y I N 0 1 N F O@ A X I S- S U R V E Y. C O M
Filed for Record
in the Official Records Of:
Denton County
On: 12/20/2023 10:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Ord er#:
By: DP
1 OF
SEE SHEET 3 OF 7
vp S r 60.00' 7.5' LIE60 0
REMAINDER OF / N w\-3a.zT5661.5000 'S06,O,q� yo,�� Q �' .42.44'— f N
MERRITT/THORNTON �w \/
FARM PARTNERSHIP, L.P. �\\ VARIAVLAEMWOTH �10,,/\' /�066 �' w N 16 W
DOC. N0. _99-096579 \� \ ��' ��(', / 1 W N N 0 w" w,
D.R. D.C.T. Ws �� \ ❑ "' N N 14 No w 15 w. tA. r"
4 s'S� 13 co N w, r^
7.5' UE ! 2 ON ' ��. O Ws rn
`�9iL \� \'��a. 'h0 /?S• A. `�� O 18.92' 0 ,
40' PRIVATE MUTUTAL ACCESS EASEMENT W \ - `iS \ �� S75• , 11.57' 9, 6 �� '
41.0 73.56
3 50
DOC. No. 2013-303 ! 49 SOry ' 0
P.R.D.C.T. �., ?,\ ! ,5a'. ❑ gs E 53.94' 4g.73 • 72.0
DOC.ANO 2012-isss o �',, T56 .<v �.� 51 S87'45'53"E N81'24
5o E
DOC. NO. 2012-138955 -.,y p�� 65.51' 67.65'
O.R.D.C.T.
—A ,—VARIABLE WIDTH AW p p O N 7
�\\ N VAM O L4 / O N 8 0 (A
'`. \s\S'00•/ 2N 1 1 N O 04
4:'9 O w
zx ��>>\oe ' 1GO
10 a cn so ao
o. \ ,.
\ � �e?zs / r SINE
aa.44":�Z, 7.5' UE' -- 72.p0'
92.72'— — — —52.68
\ Cg 2 406 14 / 27 1
/ 6
v / �
M RRITOC, NO. RK ADDITION
D
0.R.D.C.T. /r 5733
APPROXIMATE LOCATION / /If ` 441f 163 7J a�O� /
100-YEAR FLOODPLAIN
ZONE A PER
MAP 48121CO29OG
EFFECTIVE DATE 04/18/2011
LL
/ 02� N O
N� v—
W
10' COSERV EASEMENT c� SJR/�1 �S�yAO. (%� DRAINAGE EASEMENT
40' PRIVATE MUTUTALACCESS EASEMENT r DOC NO 2013 16579 VQ P ';
DOC. N0. 2013-303 / /I O.R.D.C.T.
P.R.D.C.T.
DOC.ACCESNO. 012A 138950
DOC. NO. 2012-138955 / / ( I P / !�G ��� 0.
j \
/ / I / / N77•40, b
129 8
a,`
I
/ II
10' COSERV EASEMENT
DOC. NO. 2013-16579
O-R.D.C.T.
/ / I
MERRITT PA
RK ADDITION
DOC. 2013-303
0.R.D.C.T.
t I
/ I
/ II
REMAINDER OF
MERRITT/THORNTON
FARM PARTNERSHIP, L.P.
DOC. NO. 99-096579
D.R.D.C.T.
<CM>
N: 7145599.10
E: 2471848.68
A=58'13'59"
T=545.83'
R=980.00'
L=996.03'
ChB=S66'46'16"W
ChD=953.71'
/ ,/~ 201.97' ----
24.19 — — — — N85'17'15'W 347.65' _
N84'06'45"W 326.96'
TRACT 1
TELLUS TEXAS I, LLC
DOC. NO. 2021-137876
0.R.D.C.T.
II
II
II
II
II
10' COSERV EASEMENT
DOC. NO. 2013-16579
O.R.D.C.T.
II
II
II
I GENERAL NOTES:
I I 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE
II
I I (4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID
COORDINATES.
2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO.
48121CO29OG DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON
COUNTY, TEXAS.
3. ALL COUNTY ROAD RIGHT—OF—WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS
PLAT.
4. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
5. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD
CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE.
6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND
MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT—OF—WAY ARE REQUIRED
TO BE AN HOA "X" LOT.
7. ALL COMMON AREA/HOA LOTS OR FLOODPLAIN MAY CONTAIN A PUBLIC TRAIL AND SHALL 'PROVIDE AN
ACCESS EASEMENT FOR THE PUBLIC TO USE TO THE TRAIL.
8. NOTICE — SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING
PERMITS.
9. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.
10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
OWNER/DEVELOPER
TELLUS TEXAS I, LLC
130 N. PRESTON ROAD, SUITE 130
PROSPER, TEXAS 75078
CONTACT: JUSTIN CRAIG
EMAIL: jcraig@tellusgroupllc.com
PHONE :469-532-0689
ENGINEER
MPE-DAWSONALVE
FEZ Gl EES.
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: DUSTIN WENTZ
EMAIL: DWENTZ@PAPE—DAWSON.COM
120
CAREY RD
PROJECT
o
LOCATION
I
m
0
z
O
U
PARVIN RD
7TRL
PROSPER
PROSPER RD
NORTH
LOCATION MAP
NOT TO SCALE
K YMAP
LEGEND
O.R. D.C.T. =
OFFICIAL RECORDS, DENTON COUNTY, TEXAS
D.R.D.C.T. =
DEED RECORDS, DENTON COUNTY,
TEXAS
P.R.D.C.T. =
PLAT RECORDS, DENTON COUNTY,
TEXAS
DOC. NO. =
DOCUMENT NUMBER
O =
5/8" IRON ROD FOUND WITH CAP
STAMPED
,RPLS 5674 (UNLESS OTHERWISE
NOTED)
• =
5/8" IRON ROD SET WITH CAP STAMPED
"RPLS 5674" (UNLESS OTHERWISE
NOTED)
<CM> =
CONTROLLING MONUMENT
ROW =
RIGHT—OF—WAY
HOA =
HOMEOWNERS ASSOCIATION
UE =
UTILITY EASEMENT
SSE =
SANITARY SEWER EASEMENT
SWE =
SIDEWALK EASEMENT
❑ =
DENOTES KEY LOT
=
DENOTES DRIVEWAY LOCATION
=
DENOTES DRIVEWAY LOCATION
RESTRICTION PER ENGINEERING
STANDARDS SECTION 4.05.C.12.13
O =
DENOTES STREET NAME CHANGE
=
APPROXIMATE ABSTRACT LINE
--- — — =
100 YEAR FEMA FLOODPLAIN
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 "= 60'
SURVEYOR
P.O. BOX 575 I WAXAHACHIE, TEXAS 75168
214,903.8200 1 TBPELS FIRM NO.10194367
S U R V E Y I N G INFO@AXIS-SURVEY.00M
Filed for Record
in the Official Records Of:
Denton County
On: 12/20/2023 10:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Order#:
By: OP
2 OF 7
50' TEMPORARY DRAINAGE EASEMENT f
(DEDICATED BY THIS PLAT) %
(EASEMENT EXPIRES UPON
DEDICATION OF FUTURE
RIGHT-OF-WAY) .r 1
1 , 50' TEMPORARY DRAINAGE AND
REMAINDER OF yl` / TRACT 1 WATER EASEMENT
MERRITT/THORNTON N (DEDICATED BY THIS PLAT)
TELLUS TEXAS I LLC (EASEMENT EXPIRES UPON
DEDICATION OF FUTURE
RIGHT-OF-WAY
FARM PARTNERSHIP, L.P. w1 DOC. NO. 2021-137876 )
�ti
DOC. N0. 99-096579 o 0.R.D.C.T.
w, c� `
D.R.D.C.T. y1
1 1 TEMPORARY STREET, SANITARY SEWER, 50.00'
20.00'
p t `, WATER.& DRAINAGE EASEMENT - - p -
(E SIEMENTT EXPIREIS UPON T11 I
CATED By T12
l . ' DEDICATION OF FUTURE �� O
RIGHT-OF-WAY) Z 20,
N 77'25'17"E ��r103 C51 0 60 oQ, o
120.00' 1, oo, T4 T5 N �J
` 60.00 I ODo
/ 60 6p.00 PZ! o
w10.8T' EVE G6 �� 60"p0 S 1 X 1
po. o CGRp� N _ , .� �,.E 725.0 60.00 N 20
APPROXIMATE LOCATION 6O. 15'17„E 129.34. cn 7Q, T10Q N%g�37 2 60.00' Ci w n5 19 o (A .a• cy 0 W /
100-YEAR FLOODPLAIN 1 N7 I,30. 6Q,00' N W N 18 O W O W, O N C" W
ZONE A PER 34' i i. N 60.0�' N O O N O W, m `�y'C,, `�'K' -� 10.77' ,
MAP 48121CO29OG •„ ..•.$9 `a -+ W ,3 1 7 O W rn " 1 ' " 1 2rJ' I 2 10.04
EFFECTIVE DATE 04/18/2011 % ^ 1a, • 60 00 N W 1 6 O w Q , 8.63 22.48'
p (� $0.00 m o, o N o, LA. 0.89 �r1, - 52.83'`
3Q' �: �'• 60.00, N o wo N 15 o w, rn 57.42,. _ i, LL
30 ,p. 9 o o N 14 o w tr - 60.00' ni
1 Ca4� 65 p0 o o r? 13 o A r" 7.5' UE _ - 00'_ % 309.68
N 1 0` 7.5' UE 17„W N 1 1 o w 12 O w, �^ ' I ` 60.00' J 60 89 6--- C8
/ N " L4 S77'25 a $ N O o N. O w, m �I,� 60.00 -'/ 1" I W
w
/ a oLA rn
LLJ
wo N. oo W o�190 m -g0.00 _ - -/ v-56.99' - _
CO. f N1 ` o ^ w N g o w gp.00 `�I _ 30.01, -51.12 - - S� 5.00'
u rn i 2 O �' 0 7 o (A r�i `60'Op -_ - 60.00' w
O o o w, _ -60.00'- 1� _60.00 1' SWE �i iN ao o W
i o o N m 60.00' �E�„I �s 6• -` _60.00' - / ' 1 0) to Q p t 0
517"`N g o. � 1' SWE -60.00' 7„E 73 m ao
1 S77.2 N a �7g•37 2 _ 60.o0 - N I 00
/ 1 SWE 130.00 41 ��. �i. 6.57' $0.00'- �gp.00' / N o 7
-W t 'o moo, 00 " _,60.00'-' N O N N 25
5 F �„-
N. O. / 49 6$ - ram_ 60.00' to O N N 24 W cw,', LAJ
3 rn 9, _ _so.00' - // w N N 23 w w, m N W
yy1 1 -00
60.00 - N o / N N 22 w w, t*1 ao cc�ppr
O ^ SA // �•'_ 60.00' I O N N 21 L4 W rn
N �a W •1•
7 `N I 7.5 UE to 20 rn , F-� o I X 55.54'
1 W N ' 01 V, ,x_ � m B0.00 N o N �; / w w, 60 �n
Z 1 66 d s o �\J - w 13 1 g a' �' / rn 60. a s
/ \ 34.27' S 00 9. g. Q� 42.44 o, N N w w _ M io N85'2T10"
N. w V �3 E• / �J 5 G� •' I o N N 18 w r" p0, 60.00 106.19' Nof
82.22'
W v� VARIABLE WIDTH �(j 6� W N 17 Cp W rn 60. Cn
M
-VAM �� �l��G/j i 0 N w N 16 w �'`' m / 60.00 78.00
W� \ ❑ / o �, N 15 W w rn 60' 7$.00
o \� 4 / J,�� 13 ^' 13 14 0. w / 00' 60 p0 78• O z
N oo R I
t>' O W fn / • 60. 7 E 6
60.00 N7g'37 2.„ z O, 1 co Cl? cy
cli\ s 1r" �F` O 18.92' 60'Op 7$ OQ' 78.00 y w N 2wao w �' o 0 0
CA •9� \�� y. S• p0• o LA4.40'
40' PRIVATE MUTU TAL ACCESS EASEMENT (fl \ ` 1L5T 60. 50' o O N a ,
S \ / o, S75• p9' 73. z w r; 3 0 w 4.83
DOC. NO. 2013-303 - ? h 4g•5p" 41. / o N, o wa `f 3.57' 25' 25' 15.63'
P.R.D.C.T. o .\ / %v ❑ E . 73 00 Q J�
5 53SEMENT.94 48. 72. / y w N 4 �''
DOC ACCESS
012A 138950 T56 +A/ 6 51' S8745'53"E " 1 O (A $ � -
Doc. No. 2012-138955 h �� N61'24 50 E y w N 5 O r? � � 15.86' o. ,
O.R.D.C.T. !x - 0 0 w - 56.43
w /,O o, 65.51 67.65 o N o w,
i ��`Si • 'h1A 12 � / / o oNN. 6 o w, � 78.00 I - -i 6�2'
=17 0 ? w N 7 0 4' 48.35
�VARIABLE4WDTH A47 O W O O N o LA. 75 UE 78•p0
cn` C3
o' z �wn3 8 t 0w
�\\ \64• N ^ 11 N g o: O N. �• ws I'78.00 ---
/ \ )9 moo\ i 0 _ o v� f J --�198.30
/ j f "78.0Y
5Q• - pER WA , 27.05'
73 150.00
Vie, r' SWE f MEAN
\ az44•� z5 UE' - 72.00 - �79'37 27 56.23'
92.7z \ 30.Ad, 765
\ \ . 92.72'- - - ` 52.68 -� ry / ��05 / _ 64 - 53.12'
36.71
-7196
\ o SFF <.___4 - g8 Ae g; J/ ,� SEE SHEET
586'48'37"E 139.74'
MERRITT PARK ADDITION / \ \ / OA- T6t
DOC. NO. 2013-303 �� \�/ / / %--`�`�`S73• •eAi�/ �'
O.R.D.C.T. 334g•
16371,
/
NT70
/ 2/ DRAINAGE EASEMENT 1
2X W
/ S79'3T27"
Ns \
1 ��2
DRAINAGE EASEMENT-------___________,lgbs
o
GENERAL NOTES:
1.
BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE
(4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID
COORDINATES.
2.
THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO.
48121CO29OG DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON
COUNTY, TEXAS.
3.
ALL COUNTY ROAD RIGHT-OF-WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS
ALLEY
STREET
PLAT.
4.
ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
g'
ROW
tp' ROW
5.
THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD
I-
- - - - - - VUE
_
- - -rswE
- - - -
CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE.
o
o
7.5'UE
6.
ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND
•-
MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED
GRAPHIC. SCALE
F-
F-
I
TO BE AN HOA X' LOT.
w
I
TYPICAL 15'X5'
w
/�
I TYPICAL 10'X10'
7.
ALL COMMON AREA/HOA. LOTS OR FLOODPLAIN MAY CONTAIN A PUBLIC TRAIL AND SHALL PROVIDE AN
sD 30 D sD 120
Y_ 3
I
ROW CORNER CLIP
�
�
I ROW CORNER CLIP
ACCESS EASEMENT FOR THE PUBLIC TO USE TO THE TRAIL.
N.T.S.N.T.S.
8.
NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY
1111=11
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING
( IN FEET )
PERMITS.
1 inch = 60 ft.
9.
THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.
10.
NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY.
OWNER/DEVELOPER
TELLUS TEXAS I, LLC
130 N. PRESTON ROAD, SUITE 130
PROSPER, TEXAS 75078
CONTACT: JUSTIN CRAIG
EMAIL: jcraig@tellusgroupllc.com
PHONE :469-532-0689
ENGINEER
,, ,.
AIPEwDA
SON
ENGINEERS
6105 TENNYSON PKWY, STE 210 1 KMO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: DUSTIN WENTZ
EMAIL: DWENTZ®PAPE-DAWSON.COM
CAREY RD
o PROJECT
,- LOCATION
� I
y
0
Z
PARVIN RD
PROSPITRL
PROSPER RD
NORTH
LOCATION MAP
NOT TO SCALE
LEGEND
O.R.D.C.T. =
OFFICIAL RECORDS, DENTON COUNTY,
TEXAS
D.R.D.C.T. =
DEED RECORDS, DENTON COUNTY,
TEXAS
P.R.D.C.T. =
PLAT RECORDS, DENTON COUNTY,
TEXAS
DOC. NO. =
DOCUMENT NUMBER
o =
5/8" IRON ROD FOUND WITH CAP
STAMPED
"RPLS 5674" (UNLESS OTHERWISE
NOTED)
=
5/8" IRON ROD SET WITH CAP STAMPED
"RPLS 5674" (UNLESS OTHERWISE
NOTED)
<CM> =
CONTROLLING MONUMENT
ROW =
RIGHT-OF-WAY
HOA =
HOMEOWNERS ASSOCIATION
UE =
UTILITY EASEMENT
SSE =
SANITARY SEWER EASEMENT
SWE =
SIDEWALK EASEMENT
=
DENOTES KEY LOT
=
DENOTES DRIVEWAY LOCATION
DENOTES DRIVEWAY LOCATION
RESTRICTION PER ENGINEERING
STANDARDS SECTION 4.05.C.12.G
O =
DENOTES STREET NAME CHANGE
=
APPROXIMATE ABSTRACT LINE
�-- - - - =
100 YEAR FEMA FLOODPLAIN
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 "= 60'
SURVEYOR
Ark 4F
P.O. BOX 575 I WAXAHACHI E, TEXAS 75168
,IA% Is 214.903.8200 ( TBPELS FIRM NO.10194367
S U R V E Y I N G INFO@AXIS-SURVEY.00M
Filed for Record
in the official Records Of:
Denton County
On: 12/20/2023 10:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Order#:
By: DP
3 OF
i
60'O� 26
rn m ��� 10 r`o�i O
y N
n Ci ornj/C 6y
z z TRACT 1 d=35'10'58" 10'X10' UE
I- TELLUS TEXAS I, LLC 18
U DOC. NO. 2021-137876 T=103.04'
IY N 0. R, R=325.00' DETAIL "A" C56 277
In Co SCALE: 1" 30' T24
Q I a L=199.57'
z
ChB=N69'14'07"E ESMT. ' °DSERV
} T25 ESMT. _
NA=24'57'41 " ChD=196.45' �' VARIABLEQ+ J 47.61 1 c22 ek K fYq D
g R T 3%5.00' ,o x10 UE 70.39 VAM WIDTH 2L99' 68.98 Sp R1GNT O,F� q y� L
O f (SEE DETAIL -A") �60,4� N "1'1
o L=163.37 11 -'4 E 93.7° N r-T93 T92��
z Z ChB=N64'06'31 "E w 7.5' UE 18 1• swE �o T94
O O ChD=162.08' / 1 o 'fi $76.55,22w N % I I TEMPORARY CONSTRUCTION ACCESS AND
go, DOC,
00 ul 1 X ROADWAY EASEMENT
T34 w 10.35' 19 N iD I I DOG. NO.R.D.C?L160133
TEMPORARY SANITARY SEWER, WATER $� �, 14.65' S163 50 W
& DRAINAGE EASEMENT / .yb• 14.54' O,
(DEDICATED BY THIS PLAT) C� / Z�.y ' pL ,r'„ ZO 22
(EASEMENT EXPIRES UPON ,�ror6o r% '/�/ �' 7,63' M� b S70 , N •� ,\
DEDICATION OF FUTURE , NC rn0. g0•`�� ` �'..•� I 1 QX
RIGHT-OF-WAY) 6.35 22 G.,r.- '� �S $9 w, A 21
V O „� O 11.71' .P.
C65 , a nS ' 17 13.30' S7635
' �R, 'A N w S1 6 w r g0.84 16.88'
�- C55 KE3P7 zy`° w =15' � I h, O CREEKS OF LEGACY (J i
\ v I C54 33.37' 2y03 7.5' U w 1 N w N m 5' UE w 24.s4' 22 I r PHASE 2 /
1
9?. O +n + �, ./..�-S�6"35'22W 1' SWE 3000, 23.98 N �400s r m I N89'30'39'W DOC. NO. 2020-80
T \y I N 107.10 ti p0, 6.02' a o 1 3 m <,; rn 55.31'. N 0 I ��,..
S -+ 1.00' z5.
' p0' N .a , 94.33' w d' 0. R. D. C. T.
CAREY RD
PROJECT
LOCATION
I
0
z
z
0
0
PARVIN RD
PROSPER TRL
PROSPER RD
NORTH
LOCATION MAP
21- \'gip Im C2 30. rn p �, b o o UE 237.5' UE Q I I
O O! 6 25' N tO a b M 15.81 'a 10 X70 0 ,
po' m ,c N 11' o w h
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(A N a w 10' N � 3 17
22.41 U+ w ,P i,, t m 3.94' n '� N89'30'39"W N
25.02 u0+, 'w, o N 10'X70' 09' -`
<� 10.75' 25.66' 2.59' N w 8 w ° m UE p0. 21. 25.07' 95.42' 5.04' I I r° }
,O SG L �,ya. w ,�. N cr 7 a m 25• C36 24 �, v, N J
'p .f1 i u� > N w 30.0$ of I I + Q
s T97� 25' 25 30.00' c3 n ¢ 3 + 1' SWE ,o n+ 6 w w r" 1 N89'30'39'W
''' cn ,Np wW, m LO
2.5.00' 10'X1O' 97.18' p O� I I ('v
�L' \ •L T22 r I w O w3 u. �: '4' a, m _ 2y.00' 18.37' ��, UE Z cJ+ o • U- . 1...
N w 2'P t 3 i'a,. r^ 5' UE 30.00 25•� 6.37 `fir /r25.36' N89'30'39"W. N O 0 I
w s �. 10'X10' p0. .30.00 22 W 318,69' 00 30.00 6.63' 3.06' w I I I _0 =
S� Z N a m 25. 516.35 30• 2 ro b z S2
90 p I T2 0i -0 UE 25,00' 2g 00' 10'X10' Z { ` ro 1216 6 v°
T20in
,� 7.5' UE 5' �E 9.755 30.00 30.00 30o0- 25.0o ZUE N o >2r w }(�-J 1S
'9 2 cP Z ROW-30.00' 2 w, 10 o w N o, 28 ' U N N89'30'39'W `V I h-
�,30g I 106.03'
O O • 25 p1 p1yEY 25.00 5' UE Z w, o N 31 ° +'' w, f n ro 5 UE 30.49' z I z
C53 �. 45.12 16 25.0o a .o, a r�
C52 G36 3D.OU V N ' 32 �. M 27 I W I a Z
O\ 9> p ^ o r p wo g 7,78' 3.48' 1' SWE T31 WO X
T19 N C39 Z w o �q� L-- I�
2y,00' 10'X10' Z w o ' 35'� 17•22 25.01' 13.76' 3.41' 83.18'- _ -
O�� 18' ALLEY ROW 2.50' OCL S3, 25.OZ 25.32' UE Z LO + ° > 36'� %, f 135 Tj? O
- A M 32. 4.68' ? N 0 t 30.00' 7.5' UE 00 I I \VI' 19 KEYMAP
„-.. 43-ce - S rn .10' Z w + m• f 2 � . 30.
w a �.39 I I POINT F
7.20 I S 'A,
o i 4Q c• £ 7.5 U 25.00 5 - ^
8.41' ,a ,p V. S r 41 p �. f " 3o.00'
N �42� 3o.od -�-C19 N89'30 39 W 111.3T I I I BEGINNING
\ A=3'32'S1» S84.27'1z^w 14.71' N4Jf� $ p, 25 25.0o I I N: 7147372.99
2.3r 9s.2' 8 I ' m 4 oo' od �ANc '�� 40.00' E: 2474812.32
o G
\ T=88.44� s6427'127W N 1 9.38' o0 25od 30:00' 3 ' �W QOVGN9/� C43 N89*30'39"W 219.87' S/6" IRON Roo TM LEGEND
R=2856.00 96.00' zs. ALL ,22^W 355' S/s" IRON ROD WITH CAP STAMPED 'TNP" 20
^+
L=176.83' 3 31.2T i Sj6.35 CAP STAMPED "TNP" FOUND FOUND 0.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS
`�
584'2T12"W 5/8" IRON ROD WITH
ChB=NS'39'33"W s6.00 - 355,Fj9 CAP STAMPED "TNP" FOUND D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS
TEMPORARY SANITARY SEWER, WATER ro 0 4.00 W
& DRAINAGE EASEMENT \ �' 4' 22
(DEDICATED BY THIS PLAT) \ ChD=176.80 o S84'27.12'w - 7Fj•�j5 P.R.D.C.T. =PLAT RECORDS, DENTON COUNTY, TEXAS
(EASEMENT EXPIRES UPON 96.01' O w T26 G16 "O 5
DEDICATION of FUTURE T99 N U m SOLOMON RIVER TRAIL DOC. NO. = DOCUMENT NUMBER
RIGHT-OF-WAY) .- - - - m 10'X1o' 5 u 0 O = 5/8 IRON ROD FOUND WITH CAP STAMPED
I C\ I g UE $85,47.13.W 0) ,�•� 44 (EX. 50' RIGHT-OF-WAY) "RPLS 5674" (UNLESS OTHERWISE NOTED)
\ I Woo' 16.98' 5/8" IRON ROD WITH
\\\ I 16.43' CAP STAMPED "TNP" FOUND
6 13.42' I C45 • = 5/8•+ IRON ROD SET WITH CAP STAMPED
I \ 13.42'S8606'52'w 5/6" IRON ROD „RPLS 5674" (UNLESS OTHERWISE NOTED)
FOUND
OD l I N 7 $ 1 1 O <CM> = CONTROLLING MONUMENT
50' TEMPORARY DRAINAGE AND I ,,,� o 58606'52"W I -
WATER EASEMENT 00 (DEDICATED BY THIS PLAT) I I 5' UE 968 c I ROW = RIGHT-OF-WAY
(EASEMENT EXPIRES UPON I o 'W I
DEDICATION oN OF FUTURE I HOA =HOMEOWNERS ASSOCIATION
RIGHT-of-wAY) I s6.00' lQ j UE =UTILITY EASEMENT
T17
50.50 8 s6.00 a o g 7.s' UE $ I tq I SSE = SANITARY SEWER EASEMENT
25 5 UE Q ° o C+J
20.00'�- 50.00' n 96.0o• N w 96.00• o w W I SWE = SIDEWALK EASEMENT
rT11 I T12 � �+ ro N86'o6'52"E s 0 10 $ N 1
T10 T13 14 0) Z ❑ =DENOTES KEY LOT
24 g g $ O
W N N $ 96.00 58606.52'W P
20' T15 W 1 w A ro N86'06'52"E % 96.00, o fn DENOTES DRIVEWAY LOCATION
rn d 527t' 0' y o 9 0 $ e sa6os5z~w DENOTES DRIVEWAY LOCATION
w 9s.00' N w v RESTRICTION PER ENGINEERING
I w T T50 n N86'06'52'E o o cn
N o w= 0 22 10 X1 o' 8 o S86 06'52•W o rn
1X 1 i n-0 0 3 w N N86 52 UE
"E W Q 96.00' I nn STANDARDS SECTION 4.05.C.12.G
20 � .,F) n Z M C 3 N o ❑ 1o'xto' 13 $ V
a. ca� N o � I< � .5! UE O � 0 UE sss06'Sz"w I PROSPER INDEPENDENT DENOTES STREET NAME CHANGE
oPo CA w v' u`Oi o� 4 rn $ 96.00' 9s.00' I SCHOOL DISTRICT - - - = APPROXIMATE ABSTRACT LINE
I DOG. N0. 2022-160130 ` = 100 YEAR FEMA FLOODPLAIN
O N 10.77' N 4,50' N8606'52"E 0 14 o I 0.R.D.C.T.
%� 25' I 25� 10.04' 1' SWE o 20 8 0 - -
8.63' 22.04' 7.5 UE N 96.65 58606'52"W I 15' UTILITY EASEMENT
' f I ///--- DOC. N0, 2023-90240
1.89, TS 1' SWE i0 N8606'52"E No 91'5 $ / O.R.D.C.T.
54.f8'- N v a 19 �: �' jl/
-57.42 7- 54.01' -
N 99.15 4.85
.38 S860652 W
GRAPHIC SCALE
309.68' _ TRELLIS DRIVE
-75.38'• 25 1 N86'06'5eE
��9 25' 1 SWE
o� 167 9.Bs' P
N ' 5 UE - so 30 o so
I
l�
-
" -' 69.6� $ - �_
18
N S86 O6'S2"W
I
O
_
l'�
N ,n�
T /-7.5 UE
98.21' 0
=o .,
tYi
4
,gyp,
-56.99' - _58.25' _
_ _51.127 -TSS 4-58.28+
5.00'
� L 19.91'
� -
7.33' 76.a2•- _
Ta3
11.20'
19.86' 17 a O1 I ( INFEET }
'4z- 1 SWE I 30' 30' -
29' , _ 1
"77 _ 1 inch 60 ft.
Liu
L.{.I 00 � 7.5' UEJ
En N : o o �G 3604CID` 1- 3-- _851437"E 127.18' j
Cd _
W co : I n 00 0 o zo 3 22.23'ILLI 49.11 I
0 25 7 n -so. 8 co o °v 3 37 30.95'_
w N 10 •3 20.14' 49_ _�F� �27'48'09"
N W M' 11 �; � 3 i T=155.92'
Q
Cn
12 "� ;� 3 r SWE l� R=630.00'
r 21.19
01 1 in Irv" X, .. 55.54' 26.68' y M 13 3 L=305.70'
6 -a.aIno C14� ;� io N85'27'10"W ..: 47.68, n - 14 � n � ChB=S10'00'56"W
..
9' ro V z 4 82.22' 84. 71 .# TM ... 47.81' rn o 6 15 �o lay '
ChD=302.71
a M S79-140 48.49' S77p251"e
7p212 6797+
9.87 ,, - ,, • , 61
15 , GENERAL NOTES: OWNER/DEVELOPER
10.20' es.18• s9� , / TELLUS TEXAS I, LLC
o N s 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE
I N M 4.80' 3.02 ,�, / 130 N. PRESTON ROAD, SUITE 130
o� 0 0 SEE p Q (4202), NORTH AMERICAN DATUM OF 1983 (NAD 83). THE COORDINATES SHOWN HEREON ARE GRID
44� S09" COORDINATES. PROSPER, TEXAS 75078
3.sT 25' 25' 4. HEET �F 7 Q� ro23z' F ` ` �� /� 2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO. CONTACT: JUSTIN CRAIG
48121CO29OG DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON EMAIL: jcraig@tellusgroupllc.com
15.86' a COUNTY, TEXAS.
4 3. ALL COUNTY ROAD RIGHT-OF-WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS PHONE :469-532-0689
h'
`O PLAT.
/ 4. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
48.35' _ $ .�_
/ VD� / 5. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD ENGINEER
/ CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE.
/ 6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND APE-DAWSON
MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED �®
5/8- IRON ROD NTH TO BE AN HOA "X" LOT. FE
NEERS
CAP STAMPED "TNP" 7. ALL COMMON AREA/HOA LOTS OR FLOODPLAIN MAY CONTAIN A PUBLIC TRAIL AND SHALL PROVIDE AN
FOUND ACCESS EASEMENT FOR THE PUBLIC TO USE TO THE TRAIL
8. NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING
PERMITS.
9. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.
10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY.
1
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: DUSTIN WENTZ
EMAIL: DWENTZ@PAPE-DAWSON.COM
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1"= 60'
SURVEYOR
P.O. BOX 575 I WAXAHACHIE, TEXAS 75168
@�► 214.903.8200 I TBPELS FIRM NO.10194367
�/► S U R V E Y INC I N FO@AXI S- S U R V EY.COM
Filed for Record
in the Official Records Of:
Denton County
On: 12/20/2023 10:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Order#:
By: DP
4 OF
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
R
11892
0.273
2
R
10140
0.233
3
R
10140
0.233
4
R
10140
0.233
5
R
10140
0.233
6
R
10140
0.233
7
R
9555
0.219
8
R
9360
0.215
9
R
9827
0.226
10
R
10368
0.238
11
R
10367
0.238
12
R
14050
0.323
13
R
13587
0.312
14
R
7854
0.180
15
R
7952
0.183
16
R
7958
0.183
17
R
7958
0.183
18
R
7958
0.183
19
R
7958
0.183
20
R
7958
0.183
21
R
7958
0.183
22
R
7958
0.183
23
R
7958
0.183
24
R
7958
0.183
25
R
10161
0.233
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
U
3269
0.075
2
U
2400
0.055
3
U
2400
0.055
4
U
2400
0.055
5
U
2929
0.067
6
U
2892
0.066
7
U
2400
0.055
8
U
2400
0.055
9
U
2880
0.066
10
U
2880
0.066
11
U
2400
0.055
12
U
2400
0.055
13
U
2880
0.066
14
U
2880
0.066
15
U
2401
0.055
16
U
2425
0.056
17
U
4279
0.098
18
U
4926
0.113
19
U
2444
0.056
20
U
2404
0.055
21
U
2880
0.066
22
U
2880
0.066
23
U
2400
0.055
24
U
2400
0.055
25
U
2880
0.066
ROADWAY CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C1
2235'44"
475.00'
94.90'
187.33'
N49'42'49"W 186.11'
C2
13'49'58"
475.00'
57.62'
114.68'
N67'55'40"W 114.40'
C3
25'31'54"
475.00'
107.62'
211.67'
N87'36'35"W 209.92'
C4
60*16'16"
475.00'
275.74'
499.67'
N70'22'33"W 476.95'
C5
27'39'38"
300.00'
73.86'
144.83'
N26'24'31 "W 143.43'
C6
5'24'47"
300.00'
14.18'
28.34'
N7442'54"E 28.33'
C7
42*13'22"
250.00'
96.52'
184.23'
N58'30'46"E 180.09'
C8
29'07'40"
800.00'
207.85'
406.70'
S85'48'42"E 402.34'
C9
13'59'45"
600.00'
73.65'
146.56'
S78'14'45"E 146.20'
C10
10'06'55"
500.00'
44.25'
88.27'
N00'30'38"W 88.16'
C11
10'57'29"
800.00'
76.74'
153.00'
N00'55'55"W 152.77'
C12
3'20'03"
800.00'
23.28'
46.55'
N04'44'38"W 46.55'
C13
18'15'45"
300.00'
48.22'
95.62'
N05'14'44"E 95.22'
C14
5*04'18"
800.00'
35.43'
70.81'
N26'27'10"E 70.79'
C15
27'48'09"
600.00'
148.50'
291.15'
N10'00'56"E 288.30'
C16
0'49'09"
3000.00'
21.45'
42.89'
N04'17'42"W 42.89'
C17
1'50'58"
2996.00'
48.35'
96.70'
N05'37'46"W 96.70'
C18
8'42'21"
250.00'
19.03'
37.99'
S80'56'32"W 37.95'
C19
13'53'59"
250.00'
30.47'
60.65'
S83'32'21"W 60.50'
C20
90'00'00"
38.50'
38.50,
60.48'
S45'29'21"W 54.45'
C21
13'53'59"
300.00'
36.57'
72.78'
N06'27'39"W 72.60'
C22
15'21'05
250.00'
33.69'
66.98'
N85'29'52"W 66.78'
C23
5'00'58"
250.00'
10.95'
21.89'
N10'54'10"W 21.88'
C24
35*11'29"
300.00'
95.14'
184.26'
S69'13'52"W 181.38'
C25
24*57'14"
400.00'
88.51'
174.21'
S64'06'44"W 172,84'
C26
6*11'38"
1000.00'
54.10'
108.10'
S79'41'10"W 108.05'
C27
2'19'20"
800.00'
16.21'
32.42'
S84-04-50"W 32.42'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
V
4160
0,095
2
V
2388
0.055
3
V
2384
0.055
4
V
2859
0.066
5
V
2859
0.066
6
V
2382
0.055
7
V
2382
0.055
8
V
2859
0.066
9
V
2859
0.065
10
V
2394
0.055
11
V
2440
0.056
12
V
3041
0.070
13
V
3227
0.074
14
V
2881
0.066
15
V
3108
0.071
16
V
3418
0.078
17
V
5109
0.117
18
V
3701
0.085
19
V
2263
0.052
20
V
2263
0.052
21 -
V
2264
0.052
22
V
3311
0.076
23
V
2846
0.065
24
V
2403
0.055
25
V
2477
0.057
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
26
V
2598
0.060
27
V
4270
0.098
28
V
3405
0.078
29
V
2288
0.053
30
V
2267
0.052
31
V
2721
0.062
32
V
2721
0.062
33
V
2267
0.052
34
V
2267
0.052
35
V
2721
0.062
36
V
2721
0.062
37
V
2267
0.052
38
V
2267
0.052
39
V
2721
0.062
40
V
2721
0.062
41
V
2271
0.052
42
V
2288
0.053
43
V
3933
0.090
LOT CURVE TABLE
CURVE
I DELTA
RADIUS
TANGENT
LENGTH
CHORD
C28
9'27'31"
259.00'
21.43'
42.76'
S18'08'24"E 42.71'
C29
9'11'21"
241.00'
19.37'
38.65'
S18'00'19"E 38.61'
C30
26'52'18"
259.00'
61,87'
121.47'
SO'01'31"W 120.36'
C31
5'35'45"
241.00'
11.78'
23,54'
N10'36'46"W 23.53'
C32
12'58'19"
241.00'
27.40'
54.56'
N6'58'30"E 54.45'
C33
7*55'13"
259,00'
17.93'
35.80'
S4'26'57"W 35.77'
C34
108'43'38"
40.00'
55.80'
75.91'
N45'57'16"W 65.02'
C35
9234'02"
40.00'
41.83'
64.62'
S3828'07"W 57.82'
C36
8'09'47"
259.00'
18.48'
36.90'
S80'40'15"W 36.87'
C37
3*05'33"
241.00'
6.51'
13.01'
S78'08'08"W 13.01'
C38
4'29'00"
1091.00'
42.71'
85.37'
N78'49'52"E 85.35'
C39
4'31'19"
1109.00'
43.79'
87.53'
N78'51'01"E 87.50'
C40
90'49'54"
40.00'
40.58'
63.41'
N39'10'03"E 56.98'
C41
10*06'13"
259.00'
22.90'
45.67'
N1'09'58"E 45.61'
C42
10*06'13"
241.00'
21.30'
42.50'
1 S1'09'58"W 42.44'
BOUNDARY LINE TABLE
LINE
BEARING
LENGTH
Ti
S39'54'56"W
14.41'
T2
S28'59'19"W
65.25'
T3
S14'01'30"E
14.62'
T4
S57'34'43"E
14.14'
T5
N77'25'17"E
89.34'
T6
S17'59'30"E
50.00'
T7
N55'41'49"E
56.24'
T8
N63'27'43"E
82.02'
T9
N74'52'32"E
79.61'
T10
N81'29'38"E
82.66'
T11
N87'17'10"E
70.00'
T12
S89'13'00"E
68.53'
T13
S85'16'58"E
62.69'
T14
S81'31'51"E
62.50'
T15
S81'31'51"E
57.71'
T16
N3'53'08"W
66.33'
T17
N86'06'52"E
146.00'
T18
N3'53'08"W
63.89'
T19
N8435'00"E
93.00'
T20
N11'56'41"E
15.76'
T21
N6'33'15"W
71.14'
T22
N50'49'03"W
14.32'
T23
N4'38'01"W
49.99'
T24
N86-49.36"E
67.10'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
S
11014
0.253
2
S
9100
0.209
3
S
10021
0.230
4
S
14615
0.336
5
S
8780
0.202
6
S
8853
0,203
7
S
8737
0.201
8
S
8450
0.194
9
S
7800
0.179
10
S
7800
0.179
11
S
7800
0.179
12
S
7800
0.179
13
S
7800
0.179
14
S
7800
0.179
15
S
7800
0.179
16
S
7800
0.179
17
S
7800
0.179
18
S
7800
0.179
19
S
7800
0.179
20
S
9654
0.222
BOUNDARY CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C43
13'53'59"
220.00'
26.82'
53.37'
S83'32'21"W 53.24'
C44
6*12*51"
280.00'
15.20'
30.37'
S79'41'47"W 30.35'
C45
0'03'46"
3030.00'
1.66'
3.33'
S355'01 "E 3.33'
C46
5'04'18"
830.00'
36.76'
73.47'
S26'27'10"W 73.45'
C47
4*22'17"
445.00'
16.98'
33.95'
S36'13'48"E 33.94'
C48
11*40'18"
270.50'
27.65'
55.10'
S72'32'00"W 55.01'
C49
12'02'26"
229.50'
24.20'
48.23'
S72'43'04"W 48.14'
C50
50*22'16"
125.00'
58.78'
109.89'
N11'46'54"E 106.39'
C51
524'47"
275.00'
13.00'
25.98'
N7442'54"E 25.97'
C52
2'15'50"
241.00'
4.76'
9.52'
N8542'55"E 9.52'
C53
0*21*33"
1091.00'
3.42'
6.84'
N8424'14"E 6.84'
C54
2'26'40"
775.00'
16.54'
33.07'
N84'08'39"E 33.06'
C55
6'11'32"
975.00'
52.74'
105.37'
N79'41'07"E 105.32'
C56
14'16'33"
275.00'
34.44'
68,52'
S86'02'08"E 68.34'
ROADWAY LINE TABLE
LINE
BEARING
DISTANCE
T25
S86'49'36"W
67.10'
T26
S85'17'43"W
31.69'
T27
N0534'06"W
43.39'
T28
N28'59'19"E
104.36'
LOT LINE TABLE
LINE
BEARING
LENGTH
T29
N35'37'26"E
13.11'
T30
S5434'01"E
15.05'
T31
S45'29'21"W
14.14'
T32
N71'04'33"W
15.81'
T33
N48'29'36"E
15.78'.
T34
N79'05'39"E
15.25'
T35
S69'31'36"W
16.04'
T36
N49'40'00"W
14.31'
T37
N11'39'01"E
15.99'
T38
N25'12'09'W
15.62'
T39
N37'17'02"E
14.43'
T40
S2455'28"E
15.86'
T41
S48'1454"W
13.77'
T42
N66'23'34"W
15.72'
T43
S79'16'01"W
15.67'
T44
N31'56'24"W
15.03'
T45
S38'44'07"E
13.77'
T46
S72'00'07"W
14.62'
T47
N48'56'22"W
14.84'
T48
N4333'35"E
14.23'
T49
S56'53'12"W
13.11'
T50
S20'47'29"E
16.80'
T51
N4835'39"W
14.56'
T52
S39'16'41 "W
14.22'
T53
S47'41'01 "E
13.71'
T54
S38'12'41"W
14.44'
T55
N8'57'20"W
13.80,
T56
S84'54'34"W
13.51'
T57
N32'25'17"E
1 14.1,V
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
Q
12496
0.287
2
Q
10067
0.231
3
Q
9645
0,221
4
Q
9337
0.214
5
Q
9829
0.226
6
Q
9926
0,228
7
Q
7533
0.173
8
Q
7367
0.169
9
Q
7459
0.171
10
Q
7419
0.170
11
0
7210
0.166
12
0
7658
0.176
13
Q
7327
0.168
14
0
7702
0.177
15
0
10361
0.238
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
T
7950
0.183
2
T
7576
0.174
3
T
7553
0.173
4
T
9684
0.222
EASEMENT CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C58
1'05'45"
3452.17'
33.01'
66.02'
N74'32'09"W 66.02'
C59
8'39'28"
568.23'
43.01'
85.86'
S68'18'43"E 85.78'
C60
86'58'10"
44.00'
41.73'
66.79'
N72'28'24"E 60.56'
C61
86'58'10"
20.00'
18.97'
30.36'
N72'28'24"E 27.53'
C62
8'42'20"
590.87'.
44.97'
89.78'
S68'19'43"E 89.69'
C63
1'05'57"
3476.17'
33.35'
66.69'
N74'32'00"W 66.69'
C64
90'00'00"
20.00'
20.00'
31.42'
S29'50'38"E 28.28'
C65
2'09'44"
265.00'
5.00'
10.00'
S69'36'38"W 10.00'
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
T58
N1'33*15"W
24.27'
T59
S27'35'06"W
42.92'
T60
N27'35'06"E
51.06'
T61
S85'09'10"E
41.14'
T62
N31'57'16"E
46.30'
T63
S31'57'16"W
37.91'
T64
N68'53'14"E
46.01'
T65
N84'54'34"E
89.83'
T66
S15'50'59"E
38.97'
T67
S17'40'56"W
83.20'
T68
S32'18'15"E
70.45'
T69
N86'05'35"E
48.49'
T70
S7953'30"E
46,49'
T71
S44'05'12"E
51.11'
T72
S63'24'36"E
81.75'
T73
N81'06'18"E
58.28'
T74
N59'49'49"E
61.89'
T75
S85'26'43"E
51.67'
T76
S15'09'22"W
100.93'
T77
S1'22'12"E
25.45'
T78
S13'52'42"E
18.00'
T79
S76'53'54"W
15.00'
T80
S28'59'19"W
9.76'
T81
S16'28'01"W
33.89'
T82
N73'31'59"W
10.00'
T83
N73'31'59"W
10.00'
T84
N16'28'01"E
15.19'
T85
N28'31'59"W
10.00'
T86
N61-28.01 "E
14.13'
T87
N15'39'09"E
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
T88
S15'39'09"W
4.00'
T89
N63'58'54"W
10.00'
T90
S26'39'39"W
15.97'
T91
N28'59'19"E
9.76'
T92
N2'57'57"E
20.00'
T93
S89'50'01 "E
20.02'
T94
N2'37'59"W
20.00'
T95
S9'10'48"E
20.00'
T96
N4'38'01 "W
70.25'
T97
S85'21'59"W
20.00'
T98
S3'53'08"E
109.32'
T99
S86'06'52"W
100.50'
T100
N77'25'17"E
40.00'
T101
N12'34'43"W
94.70'
T102
S77'25'17"W
170.00'
T103
S1234'43"E
36.15'
T104
N77'25'17"E
60.00'
T105
N19'18'30"W
10.00'
T106
N21'28'13"W
10.00'
HOA LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1X
W
197083
4.524
1 X
T
2550
0.059
1X
Q
3895
0.089
1X
V
17675
0.406
2X
W
566056
12.995
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME, LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 "= 60'
SURVEYOR
OWNER/DEVELOPER
TELLUS TEXAS I, LLC
/jAL IV& IF (/ P.O.BOXS75 I WAXAHACHIE, TEXAS 75168
214.903.8200 I TBPELS FIRM NO.10194367
130 N. PRESTON ROAD, SUITE 130
S U R V E Y IN c INFO@AXIS-SURVEY.00M
PROSPER, TEXAS 75078
CONTACT: JUSTIN CRAIG
EMAIL: jcraig@tellusgroupllc.com
PHONE :469-532-0689
ENGINEER
Filed for Record
in the Official Records Of:
SO
Denton County
On: 12/20/2023 10:03:25 AM
ENGINEERS
In the PLAT Records
MOSAIC PHASE
1C
Doc Number: 2023-430
Numher of Pages: 7
6105 TENNYSON PKWY, STE 210 1 PIANO, TX 75024 1 214.420.8494
Amount: 350.00
TEXAS ENGINEERING FIRM N470 1 TEXAS SURVEYING FIRM #10194390
Order#:
CONTACT: DUSTIN WENTZ
By OP
EMAIL: DWENTZ@PAPE-DAWSON.COM
5
OWNER'S ACKNOWLEDGEMENT AND DEDICATION
STATE OF TEXAS §
COUNTY OF DENTON §
WE, THE UNDERSIGNED, OWNER'S OF THE LAND SHOWN ON THIS PLAT WITHIN THE AREA DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEING A TRACT OF LAND LOCATED IN THE JOHN M. MCKIM SURVEY, ABSTRACT NO. 889, AND THE ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028, DENTON COUNTY, TEXAS AND
BEING PART OF A TRACT OF LAND DESCRIBED AS TRACT 1 IN DEED TO TELLUS TEXAS I, LLC, RECORDED IN DOCUMENT NO, 2021-137876, OFFICIAL RECORDS, DENTON COUNTY,
TEXAS, (O.R.D.C.T.) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND AT THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED IN DEED TO PROSPER INDEPENDENT SCHOOL
DISTRICT RECORDED IN DOCUMENT NUMBER 2022-160130. O.R.D.C.T., AND THE COMMON WEST LINE OF LOT 1OX, BLOCK P, CREEKS OF LEGACY WEST PHASE 2, AN ADDITION TO
THE CITY OF CELINA, DENTON COUNTY, TEXAS, ACCORDING TO THE PLAT OF RECORD FILED IN CABINET 2020, SLIDE 80, PLAT RECORDS, DENTON COUNTY, TEXAS, (P.R.D.C.T.);
THENCE LEAVING THE WEST LINE OF SAID CREEKS OF LEGACY WEST PHASE 2 ADDITION, ALONG THE NORTH AND WEST LINES OF SAID PROSPER INDEPENDENT SCHOOL DISTRICT
TRACT, THE FOLLOWING TWELVE (12) COURSES AND DISTANCES:
N 89' 30' 39" W, A DISTANCE OF 219.87 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER AT THE BEGINNING OF A NON -TANGENT CURVE TO THE
LEFT HAVING A CENTRAL ANGLE OF 13' 53' 59 A RADIUS OF 220.00 FEET AND A CHORD BEARING AND DISTANCE OF S 83' 32' 21" W, 53.24 FEET,
SOUTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 53.37 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER;
S 76' 35' 22" W, A DISTANCE OF 355.59 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A NON -TANGENT CURVE TO
THE RIGHT HAVING A CENTRAL ANGLE OF 06' 12' 51", A RADIUS OF 280.00 FEET AND A CHORD BEARING AND DISTANCE OF S 79' 41' 47" W, 30.35 FEET;
WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 30.37 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER;
S 39' 54' 56" W, A DISTANCE OF 14.41 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER AT THE BEGINNING OF A NON- TANGENT CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 00' 03' 46", A RADIUS OF 3,030.00 FEET AND A CHORD BEARING AND DISTANCE OF S 03' 55' 01" E, 3.32 FEET;
SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 3,32 FEET TO A 5/8" IRON ROD FOUND FOR CORNER;
S 03' 53' 08" E, A DISTANCE OF 273.56 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674 FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 27' 48' 09", A RADIUS OF 630.00 FEET AND A CHORD BEARING AND DISTANCE OF S 10' 00' 56" W, 302.71 FEET;
SOUTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 305.70 FEET TO A 5/8 IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE
BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 05' 04' 18", A RADIUS OF 830.00 FEET AND A CHORD BEARING AND DISTANCE OF S 26' 27'
10" W, 73.45 FEET;
SOUTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 73.47 FEET TO 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER;
S 28' 59' 19" W, A DISTANCE OF 65.25 FEET TO A 5/8" IRON ROD FOUND FOR CORNER;
S 14' 01' 30" E, A DISTANCE OF 14.62 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND FOR CORNER AT THE BEGINNING OF A NON -TANGENT CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 18' 03' 19", ,A RADIUS OF 505.00 FEET AND A CHORD BEARING AND DISTANCE OF S 47' 26' 36" E, 158.48 FEET;
SOUTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 159.14 FEET TO 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE
MOST SOUTHERLY SOUTHWEST CORNER OF SAID PROSPER INDEPENDENT SCHOOL DISTRICT TRACT;
THENCE CONTINUING OVER AND ACROSS SAID TRACT 1 THE FOLLOWING THIRTEEN (13) COURSES AND DISTANCES:
S 51' 35' 03" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING OF A NON -TANGENT CURVE TO
THE RIGHT HAVING A CENTRAL ANGLE OF 04' 22' 17 A RADIUS OF 445.00 FEET AND A CHORD BEARING AND DISTANCE OF S 36' 13' 48" E, 33.94 FEET;
SOUTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 33.95 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE
BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 112' 24' 49", A RADIUS OF 53.50 FEET AND A CHORD BEARING AND DISTANCE OF S 22' 09'
45" W, 88.92 FEET;
SOUTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 104.97 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE
BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 11' 40' 18", A RADIUS OF 270.50 FEET AND A CHORD BEARING AND DISTANCE OF S 72, 32, 00"
W, 55.01 FEET;
WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 55.10 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING
OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 12' 02' 26", A RADIUS OF 229.50 FEET AND A CHORD BEARING AND DISTANCE OF S 72' 43' 04" W. 48.14
FEET;
WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 48.23 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
S 78' 44' 17" W, A DISTANCE OF 175.89 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 14' 56' 29", A RADIUS OF 1,970.00 FEET AND A CHORD BEARING AND DISTANCE OF S 86' 12' 32" W, 512.28. FEET;
WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 513.73 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING
OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 02' 12' 29", A RADIUS OF 1,970.00 FEET AND A CHORD BEARING AND DISTANCE OF N 85, 12' 59" W,
75.92 FEET;
WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 75.92 FEET TO A 5/8 IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
N 84' 06' 45" W. A DISTANCE OF 326.96 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER, FROM WHICH A 5/8" IRON ROD WITH CAP STAMPED
"RPLS 5674" FOUND IN THE SOUTH LINE OF SAID TRACT 1, AND IN THE NORTH LINE OF A TRACT OF LAND DESCRIBED IN RIGHT-OF-WAY DEED TO THE CITY OF CELINA,
RECORDED IN DOCUMENT NUMBER 2022-24205, O.R.D.C.T., BEARS S 10' 03' 34" E, 2,504.40 FEET, ALSO BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A
CENTRAL ANGLE OF 58' 13' 59", A RADIUS OF 980.00 FEET AND A CHORD BEARING AND DISTANCE OF S 66'-46' 16" W, 953.71 FEET;
SOUTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 996.03 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
S 37' 39' 16" W, A DISTANCE OF 341.29 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
N 52' 20' 44" W. A DISTANCE OF 79.98 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" FOUND FOR CORNER IN THE COMMON WEST LINE OF SAID TRACT 1, AND
THE EAST LINE OF A TRACT OF LAND DESCRIBED IN DEED TO MERRITT/THORNTON FARM PARTNERSHIP, L.P., RECORDED IN DOCUMENT NUMBER 99-0096579, DEED RECORDS,
DENTON COUNTY, TEXAS (D.R.D.C.T.);
THENCE ALONG THE WEST COMMON LINE OF SAID TRACT 1, AND THE EAST LINE OF SAID MERRIT/THORNTON FARM PARTNERSHIP TRACT, THE, FOLLOWING THREE (3) COURSES AND
DISTANCES:
N 33' 08' 43" E, A DISTANCE OF 991.23 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT
HAVING A CENTRAL ANGLE OF 50' 22' 16", A RADIUS OF 125.00 FEET AND A CHORD BEARING AND DISTANCE OF N 11' 46' 54" E, 106.39 FEET;
NORTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 109.89 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 12' 34' 43" W, A DISTANCE OF 488.91 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" FOUND FOR CORNER;
THENCE LEAVING SAID COMMON WEST LINE OF TRACT 1 AND EAST LINE OF SAID MERRIT/THORNTON FARM PARTNERSHIP TRACT, OVER AND ACROSS SAID TRACT 1, THE FOLLOWING
THIRY-FOUR (34) COURSES AND DISTANCES:
N 77' 25' 17 E, A DISTANCE OF 120.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
S 57' 34' 43" E, A DISTANCE OF 14.14 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
N
77' 25'
17"
E,
A DISTANCE
OF
89.34 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT HAVING
A
CENTRAL ANGLE
OF 05' 24'
47", A RADIUS OF
275.00 FEET AND A CHORD
BEARING AND DISTANCE OF N 74' 42' 54" E, 25.97 FEET;
NORTHEASTERLY,
ALONG SAID
CURVE TO THE LEFT,
AN ARC DISTANCE OF
25.98 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
S
17' 59'
30"
E,
A DISTANCE
OF
50.00 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
S
12' 34'
43"
E.
A DISTANCE
OF
156.45 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
55' 41'
49"
E,
A DISTANCE
OF
56.24 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
63' 27'
43"
E,
A DISTANCE
OF
82.02 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
74' 52'
32"
E,
A DISTANCE
OF
79.61 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED `RPLS 5674" FOUND FOR CORNER;
N
79' 37'
27"
E,
A DISTANCE
OF
725.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
81' 29'
38"
E,
A DISTANCE
OF
82.66 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
87' 17'
10"
E,
A DISTANCE
OF
70.00 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
S
89' 13'
00"
E,
A DISTANCE
OF
68.53 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
S
85' 16'
58"
E,
A DISTANCE
OF
62.69 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
S
81' 31'
51"
E,
A DISTANCE
OF
62.50 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED `RPLS 5674" FOUND FOR CORNER;
S
81' 31'
51"
E,
A DISTANCE
OF
57.71 FEET TO
A 5/8" IRON ROD WITH
CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
03' 53'
08"
W,
A DISTANCE OF 66.33 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N
86' 06'
52"
E,
A DISTANCE
OF
146.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
N
03' 53' 08" W, A DISTANCE OF 63.89 FEET
TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT
HAVING
A
CENTRAL ANGLE OF 03' 32' 51", A RADIUS OF 2,856.00 FEET
AND A CHORD BEARING AND DISTANCE OF N 05' 39' 33" W, 176.80 FEET;
NORTHERLY,
ALONG
SAID CURVE
TO THE LEFT,
AN ARC DISTANCE OF
176.83 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE
BEGINNING
OF
A
NON -TANGENT CURVE TO THE
LEFT HAVING A CENTRAL ANGLE OF 02' 15' 50", A RADIUS OF 241.00 FEET AND A CHORD BEARING AND DISTANCE OF N 85'
42'
55" E, 9.52
FEET;
EASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 9.52 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 84' 35' 00" E, A DISTANCE OF 93.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF k CURVE TO
THE LEFT
HAVING A CENTRAL ANGLE OF 00' 21' 33", A RADIUS OF 1,091.00 FEET AND A CHORD BEARING AND DISTANCE OF N 84' 24' 14" E, 6.84 FEET;
EASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 6.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 11' 56' 41" E, A DISTANCE OF 15.76 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 06' 33' 15" W, A DISTANCE OF 71.14 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 50' 49' 03" W, A DISTANCE OF 14.32 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 04' 38' 01" W, A DISTANCE OF 49.99 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO
THE LEFT
HAVING A CENTRAL ANGLE OF 02' 26' 40", A RADIUS OF 775.00 FEET AND A CHORD BEARING AND DISTANCE OF N 84' 08' 39" E, 33.06 FEET;
NORTHEASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 33.07 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE
BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 06' 11' 32", A RADIUS OF 975.00 FEET AND A CHORD BEARING AND DISTANCE OF
N 79' 41'
07" E, 105.32 FEET;
NORTHEASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 105.37 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 76' 35' 22" E. A DISTANCE OF 166.57 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO
THE LEFT
HAVING A CENTRAL ANGLE OF 24' 57' 41% A RADIUS OF 375.00 FEET AND A CHORD BEARING AND DISTANCE OF N 64- 06' 31" E, 162.08 FEET;
NORTHEASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 163.37 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE
BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 35' 10' 58", A RADIUS OF 325.00 FEET AND A CHORD BEARING AND DISTANCE OF
N 69' 14'
07" E, 196.45 FEET;
EASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 199.57 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
N 86' 49' 36" E, A DISTANCE OF 67.10 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO
THE RIGHT
HAVING A CENTRAL ANGLE OF 14' 16' 33", A RADIUS OF 275.00 FEET AND A CHORD BEARING AND DISTANCE OF S 86' 02' 08" E, 68.34 FEET;
EASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 68.52 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER ON
THE EAST
LINE OF SAID TRACT 1 AND THE WEST LINE OF THE ABOVE MENTIONED CREEKS OF LEGACY WEST PHASE 2 ADDITION,
THENCE S 00' 29' 21" W, ALONG THE COMMON EAST LINE OF SAID TRACT 1 AND THE WEST LINE OF SAID CREEKS OF LEGACY WEST PHASE 2 ADDITION, A DISTANCE
OF 413.17
FEET TO THE POINT OF BEGINNING, AND CONTAINING 45.671 ACRES OF LAND, MORE OR LESS.
OWNER/DEVELOPER
TELLUS TEXAS I, LLC
130 N. PRESTON ROAD, SUITE 130
PROSPER, TEXAS 75078
CONTACT: JUSTIN CRAIG
EMAIL: jcraig@tellusgroupllc.com
PHONE :469-532-0689
ENGINEER
. S®
rM ENGINEERS
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM N470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: DUSTIN WENTZ
EMAIL: DWENTZ@PAPE-DAWSON.COM
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 "= 60'
SURVEYOR
Ak P.O. BOX575 I WAXAHACHIE, TEXAS 75168
I((7 JAW X 214.903.8200 1 TBPELS FIRM NO.10194367
S U R V E Y I N G 1 N F O@ A X I S- S U R V E Y. C O M
Filed for Record
in the Official Records Of:
Denton County
On: 12/201202310:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Order#:
By: DP
6 OF 7
NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
THAT TELLUS TEXAS I, LLC, acting herein by and through its duly authorized officers, does hereby adopt this final plat designating the
hereinabove described property as MOSAIC PHASE ONE C, an addition to the City of Celina, Texas, and does hereby dedicate to the public use
forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parking
spaces, parks, and trails, 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 so dedicated. Further, the undersigned covenants and agrees that he/she 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 to access and maintain all respective easements without the necessity at any
time of procuring permission from anyone.
TELLUS TEXAS I, LLC
a Texas Limited Liability Company
By: 4�1'( Al>,&
Authorized Signatory
Date: ( t 1
STATE OF TEXAS §
COUNTY OFC0111h §
BEFORE ME, the undersigned authority in and for-CPAI Y% County, Texas, on this day personally appeared Mild RNayn
known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that
111104
he/she is ar''I and that he/she is authorized to execute the foregoing instrument for the purposes and consideration
therein expressed, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this theday of IM011"WY, 2023
/ �" �'- rL I "Ae
Not ry Public n for the State of Texas
COURTNEY L. DUNCAN
z, ocNotary Public, State of Texas
(�uY110gV , Comm. Expires 01-24-2027
type or Print y + yp ys Name %�,°;,;��" Notary ID 134162993
My Commission Expires: O 1 I'Li
LENDER:
THIRD COAST BANK SSB,
a Texas State Savings Bank
By _
Owner:
Title- V(rCp- P'Q'1SidtA+
Date -
STATE OF TEXAS §
COUNTY OF NARlL15 §
BEFORE ME, the undersigned authority in and
for tiAM15 County, Texas, on this
day
personally appeared tbraNi►n 04Sr
, known to me to be the person
and
officer whose name is subscribed to the foregoing instrument and acknowledged to
me
that he/she is Vice Pro raceA , and
that he/she is authorized to execute
the
foregoing instrument for the purposes and consideration therein expressed, and in
the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE,
this the 113" day of beoewd ca 2091.
I
Not y Public in and for tht State of Texas
LES t-1 E le-1'�-�1 GNy1�i o�•t
Leslie K Thompson
My Commission Expires
Type or Print Notary's Name
No�200
43>l6780
My Commission Expires: tf /% /2 s-
CERTIFICATE OF REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS §
COUNTY OF ELLIS §
I, Sean Shropshire, a Registered Professional Land Surveyor in the State of Texas, hereby certify that this plat is
true and correct and was prepared from an actual survey of the property made under my supervision on the
ground.
NEE O.F. T£
1 �5TF'' .q
h. • V 9 s
si 1Q� � gyp' is
SEAN SHROPSHIRE
"•' �' 5674 Q
SEAN SHROPSHIRE �9NOS 0 AO
Registered Professional Land Surveyor
No. 5674
STATE OF TEXAS §
COUNTY OF ELLIS §
BEFORE ME, the undersigned authority, on this day personally appeared Sean Shropshire, known to me to be the person whose name
is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations
therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the �day of 2023
044-P ----------
Notary Public i nd for the State of Texas t.0.Y >oB NAHUM JOSUE CHAVIRA
_ i � Notary ID #133558796
A&OP" J � AV)ra �y0-11 My Commission Expires
lJi //! 4" or � January 28, 2026
Type or Print Notary's Name
My Commission Expires:3CIP" 25
CERTIFICATE OF PLAT APPROVAL
Approved
7c Y De�Yelopment Official
Ity of Celina, Texas
Witness by hand this (� day of ,20 !3
OWNER/DEVELOPER
TELLUS TEXAS I, LLC
130 N. PRESTON ROAD, SUITE 130
PROSPER, TEXAS 75078
CONTACT: JUSTIN CRAIG
EMAIL: jcraig@tellusgroupllc.com
PHONE :469-532-0689
ENGINEER
'r 1�1 g„
ra
6105 TENNYSON PXWY, STE 210 1 PLANO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: DUSTIN WENTZ
EMAIL: DWENTZ@PAPE—DAWSON.COM
i OF
12 - I I - U7-3
Date
City Secretary
City of Celina, Texas
CITY PROJECT NO. 22-2335
FINAL PLAT
MOSAIC PHASE 1 C
45.671 ACRES
64 RESIDENTIAL LOTS
68 TOWNHOME LOTS
5 HOA LOTS
(9.987 ACRES ROW DEDICATION)
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
ANTHONY PHILLIPS SURVEY, ABSTRACT NO. 1028
DENTON COUNTY, TEXAS
DECEMBER 2023 SCALE: 1 60'
SURVEYOR
(f7 JFA - P.O. BOX 575 I WAXAHACHI E, TEXAS 75168
Ar 1. 1111111111"N' I S 214.903J3200 I TBPELS FIRM NO.10194367
S U R V E Y IN G I N FO@A X I S-SUAVEY.00M
Filed for Record
in the Official Records Of:
Denton County
On: 12120/2023 10:03:25 AM
In the PLAT Records
MOSAIC PHASE 1C
Doc Number: 2023-430
Number of Pages: 7
Amount: 350.00
Order#:
By: DP
7 OF