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CITY OF CELINA
DOC. NO. 2008-9821
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LEGEND
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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
BL =
BUILDING LINE
ROW =
RIGHT-OF-WAY
HOA =
HOMEOWNERS ASSOCIATION
UE =
UTILITY EASEMENT
WE =
WATER EASEMENT
DE =
DRAINAGE EASEMENT
SSE =
SANITARY SEWER EASEMENT
WME =
WALL MAINTENANCE EASEMENT
SWE =
SIDEWALK EASEMENT
SSWE =
SANITARY SEWER & WATER EASEMENT
=
DENOTES KEY LOT
=
DENOTES DRIVEWAY LOCATION
=
DENOTES DRIVEWAY LOCATION
RESTRICTION PER ENGINEERING
STANDARDS SECTION 4.05.C.12.G
=
DENOTES STREET NAME CHANGE
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00, ry� / / 100ZONER"AFLOODPLAIN /
4 '4' /� 63.787 ACRES
$ ? / // 1 LOE FECTIVEE DA EDP // 228 RESIDENTIAL LOTS
01/16/2018 /
14 HOA LOTS
o Q00-23 / AN ADDITION TO THE CITY 0
A `
/ 4' o , 30 F CELINA
r30os9 W � /h�, • // 9 2�// // sp, /
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
10 2.07' N6�4 �' M / / CITY of CELINA FEMA 100 YEARR / DENTON COUNTY, TEXAS
v l3 423"W o> / / RIGHT-OF-WAY DEED 1 FLOODPLAIN // J B0108A G01 S 17 C49 P I D68 JULY 2023 SCALE: 1 "= 60'
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SURVEYOR
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�Op• `� 11 TELLUS TEXAS I, LLC
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pp,
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00, / A /
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^0' GENERAL NOTES:
13 3' WME
00 l o/ A169• 0, ? /l l 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE
1413aoa, �W moo' / 11 3 (4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID
�H6s. o �` 00 COORDINATES.
14 ram. / �"' 2 DATED APRIL 1 2011 OF THE NATIONAL FLOOD INSURANCE THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO
%`"~ Ns9• �, / � "" �`� 48121CO290G DA 8,
_ IN U ANCE RATE MAPS FOR DENTON
3042. rn oo / / •� COUNTY, TEXAS.
oo' r3 . pp, k' o 3. ALL COUNTY ROAD RIGHT-OF-WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS PLAT,
SeE S / 15 /f �a 4. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.
5 OIS PROPERACTE CITY
ITIY REGARDING AN Y AY BE SUBJECT TO CHARGES RELA EDUTO IMPACT FEES AND THE APPLICANT SHOULD
`3 01p S �° / `' 6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED
/ a BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED TO BE AN HOA
KEYMAP
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.
00 I TBPELS FIRM 140.10194367
S U R V E Y I N G I N F O Cd A X I S- S U R V E Y. C O M
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
Filed for Record
PAPEw SO
in the
DentonOCountyfficial Records Of:
On:
8/10/2023 12:00.30 PM
l
the PLAT Records
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MOSAIC PHASE 1A
Doc Number: 2023-2g1
Number of Pages: 5
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214A20.8494
Amount: 250.00
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390 -
Order#:
CONTACT. MICHAEL DOWDEY
By: DP
EMAIL: MDOWDEY@PAPE-DAWSON.COM
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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 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.
O S 16 r / c
II Ns9• 305.>?000' 7.5' UE h� /
I� S0 00 � 30.4? w S � �/ ?5, 00
S60 / 25• o0
`SO 00 S
Aso 00
50 00•
�0 00`�
GRAPHTC SCALE
60 30 0 60 120
( IN FEET )
1 inch = 60 ft.
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
BL =
BUILDING LINE
ROW =
RIGHT-OF-WAY
HOA =
HOMEOWNERS ASSOCIATION
UE =
UTILITY EASEMENT
WE =
WATER EASEMENT
DE =
DRAINAGE EASEMENT
SSE =
SANITARY SEWER EASEMENT
WME =
WALL MAINTENANCE EASEMENT
SWE =
SIDEWALK EASEMENT
SSWE =
SANITARY SEWER & WATER EASEMENT
El =
DENOTES KEY LOT
=
DENOTES DRIVEWAY LOCATION
=
DENOTES DRIVEWAY LOCATION
RESTRICTION PER ENGINEERING
STANDARDS SECTION 4.05.C.12.G
n =
DENOTES STREET NAME CHANGE
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
FRIPAPE-DAWSON
ENGINEERS
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214A20.8494
TEXAS ENGINEERING FIRM #Y470 1 TEXAS SURVEYING FIRM A10194390
CONTACT: MICHAEL DOWDEY
EMAIL: MDOWDEY@PAPE-DAWSON.COM
CITY PROJECT NO. 22-1946
FINAL PLAT
MOSAIC PHASE 1 A
63.787 ACRES
228 RESIDENTIAL LOTS
14 HOA LOTS
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
DENTON COUNTY, TEXAS
JULY 2023 SCALE: 1 "= 60'
SURVEYOR
P.O. BOX 575 I WAXAHACH I E, TEXAS 75168
714.903.8200 I TBPELS FIRM NO.10194367
S J R V E Y I N G I 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: 8/101202312:00:30 PM
In the PLAT Records
MOSAIC PHASE 1A
Doc Number: 2023-281
Number of Pages: 5
Amount: 250,00
Order#:
By: DP
2C
N
I II
N W „ 16 w 15 14 M M 13N;V
SA17 N m 1WEp
2S • 4h�a5' UE N Mrn - �. 18
4- cli
N (A OLn 1- 11) 22N .P19 O O - N
w cu 21 tc 20 a w rrncVt 2s, '
Sef
at e-7�?j SH
224 NCnr
S8p 21 19 is t' swI
O
s' UE >; t° �39.36' 39.36' 39 36' 39.36 6.78' V N 1 121. g 1 12.33' z5' UE -� 39 07' 39.36 ..- w.. 12 i\
\ 20.64 48 8371915. SWE
_ _
I o1 23 -- .34.76 ` `30 23 ,'33 97 LL WILD TULIP DRIVE
- 360.55'� "' N
t5 t' SWE T25 69 125.OQ o�
11 N4E" 107.18' . , . t� �+ - �- _---M'�- _ Tat (�4 120, 45 / 2S, / Q-
ct -A C21 C20 - - --109.96 - - ,
\ 3 01 38.08 - 25• ro
t7 0' 45.32 I 1 - 131.38'_ ,, �`� `7g ,��1 J
•1?' T�% N '�'� , , 40.00 t' SWE ram.) 7 o I t' SWE
vs �,
29
575 W 1g1.61 T-\ \ 313.59, 40.43' 215.57' .4 5' UE o I 2s,,/' 23'
,' rn N ! N87'14'10"E 5 I 11 1
u, A()5.53 ' O -4 o+
L U, n3 N o rn 6 I n 121.51' �, i (L Ito 'n l 88p'� 4.25'
A
IV
tiro 30 p1' c+ - N N N o 5- - w N Q N
zs' UE 22 \ \ N s �, 0 3 w o, 4 o co m i N 8 0 1 0 23 \` W/�O ] Shp 16
�/
41'q'1»W � n 2 .w o rn m "' I N8794'10"E I o / '`t �S0>s; � � p 1
N \ 16.95 510 4� 16.69' a cc. O rn / 120.30 I tt ❑ ^ °' �000'
k a, r 8.02' W Vt er co SO 30•
12 0 cP. to'x1o' / ry W K <++ tJ I _/ S78.1 ^ 00• 42
rn. �� / o 0 9 0 5 57'E 25.73 W Soo.--
UE
N 21 \ 3.08 40.62 i 6 7.94 cn I z 131. W 'S0
\ >r "W o 40.01'- m r�i » I / 23.32' 61 . ]• S 0p
'L 1 J� ' N87'141D E �+
a, 51p•41 J/ �, \ 6.28 p0,_ g6.92 C57 ' 3 0 00' ri I 1 X i� 24 4t Sn
SEA SyEE
r
OF S
0c.
14
"
W
0
2 X
CO. \ o. 630 io -40. I " C80 x m 10x10 12 co 22 N 00' �r o
N �p \ 12 s' UE -� C� g•49 4Ro 4p.06' - �i 2 N 4P uE 10 J N N w .<u
I.J. O C� + 8 N7 ALLEY 35,39 0 �r I M 7.5' UE 0� 1� Z O' CO , $0 �`1 O / O
\ 20 ta' \ o0 0 00 }. s/ O "� 25 Qp• 2p ]•
-40.22 10.76 �t �r o o
a 2X\ IV to'x1o' 4.78' " O I o i � I SS 32170' O ^o0
W oo g1"W L 25.81' \ N87'1410 E 0 2Q E 2 .�
\ 51 5• UE N ••. O h
00 \ 3.93' 126.59 �, c, / 120.00 I i18.09
s UE N i a J 11 0 15' WE on r 4j o "� 27 ^� ' 5000' 2SS
19 If in ++ W o 0 0 U) 21 In 6g, ry oo to > p0,
or7 rn �5 49 W \ N 16 15 0 14 -4 t, J N8T14'10"E I `Oa SO z N ^� 28 ^' ' S 0pot h
13 N us 5 ti
p o g1 17 0 rn `O 120.00' I 6.54' N87'26'41"E roi 00, = A o p /
44
N O 0,
O w `\ 126 �4 � \� o� t r L r N m J � ( I 131.86' M Sp 00, 2 ^s 29 � o 8 O �
O 50.00' rn 12 N I � I N :N o• / °
�' I of ❑ w SQ 00, =N 30 Qi Oo 4rl to / o
t5' v1E 1 + 52.42' t' swE I 32.61' I t' SwE ,M- $693 o M� 31 0
\'rp 40.00 34.52 73.06 co 1' SWE 20 In r7 4, O N
r? 35.00 40.00 2 T3� 88.60 6 00 v 19 0.
T 30.61' 32.91' 66.50' 13.91 1 40.00 (S �5 T 00 i o S 00, Sp N 1� /
2j - 4p•oS• N o �� °0, 2
1X
/1,1:At6g.
30Oo 15V /N693CO
3000'
16`;O 4.2
C1 / 2S bo 130 00,
/ 7.5' UE 17
LOCATION MAP
NOT TO SCALE
li i�i� 11
O W
3 WME
=18'33'17" N 6.144 2N 18 00 s0.00 �/ O K . .. 0. _.
�' POSITION � ---- -' --I-- c24 �- - ------ -
T=125.78' c22 `�-`- _ » N8s•28'ss"w 1so.3�5 `- - �'
N C23 �` S855014 W 260.28 6�9j. 8S8) EASEMENT
C2S � \ n� M° 17 ,^� � Sp O / / / EASEMENT KEYMAP
R=770.00 40.02' 28.80' �o ,w op•
TS6 155 40.02 40.02 31.76 5L62 > o ,
L=249 36' ctl h� 39.89' 42.29' 48.53 48.70' SR �� \ S3S1 ` N . 16 0 / // / LEGEND
1 swE 8.26' 11.36' M 26 . �.
" 30.41'-_75.3T-- 18.27'-I �5' UE o o' �' 0 6p0o / �/ 3� O.R.D.C.T.` = OFFICIAL RECORDS, DENTON COUNTY, TEXAS
ChB=N9 55 34 W 1 I 7.s LIE I >1 � \'\ so.pp,- >S, ^� 15 0 0 °� w
ChD=248.27' -4 17 71 6 J N N 3 2525' / 39.38• 3 41e o ,o' ro , O 3' ,E / r� D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS
0 23 N fT V) Vt N ... N N - N s 3 0 N- 14 O / /
IV WE N p V) N N N n3 N N N Ni N iv I l so. °o• 2 o ,w Q P.R.D.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS
5. UE g. 0 W N N N N Nj,rtjq rn lU (n t0 '7 N c0 8 d• 1n h p ]. °Q \ CO Fv °. o / Q
I " F, Olt 2 N cD 3 `° 4 W N 5? Ni 6 01 r i ZA Ni 10 0 9 0 0 10 o / S6yg Mpo S0, ry '^� 13 o /
S85'09'19 W I I 1 o J o �, o 0 o m m `i m ;n \ ` 12 DO _
p ^ N ^ so00 / op _ O / l / �. 3 C NO -DOCUMENT NUMBER
I 123.94' M r m 1 °�
ri N ,� S N6s3042 w10 �Rl sp00 \ ] N ^vo o� // / �� O 5/8" IRON ROD FOUND WITH CAP STAMPED
14.80' 1 SWE b Oop•\ 42g38, V\\ swF 2 "RPLS 5674" (UNLESS OTHERWISE NOTED)
4oi W 22 io'u'E° N �\ O toUE toUE
UE 5' UE UE 25.21 N`y^o 2 :� 0 5000
S8T55'43"W v �13.5T - 37.69'- 38.32' / / 7s UE _ o 50 2 / / tip • 5/8" IRON ROD SET WITH CAP STAMPED
REMAINDER OF 123.52' c8s 39.55' L40.02L-t_-4000'_ 40.00' -40.00 '41.2Q', 5000
�� "RPLS 5674" (UNLESS OTHERWISE NOTED)
1 " 1a' ALLEY Row C87 �`'y / P zry 3 N $ �`" 0p ry <CM> = CONTROLLING MONUMENT
TRACT 1 21.35' � M N8T30 40 E 0 � / /
TELLUS TEXAS I• LLC 21 _ O o • s000 o .
20.13'-43.59'-43.01'' -43.01'- -43.01'- 46.51'--46.61'- - No 4 o '
"78.18' 2 o / = CITY OF CELINA BL =BUILDING LINE
DOC. NO. 2021-137876 oy 3.51' 1n 60i4' o o S00 . / �� RIGHT-OF-WAY DEED
� ROW = RIGHT-OF-WAY
I N88'54'03 W I / 19.30' S UE r- `� '�' S o, o � > O' c? / / ` `" DOC. N0. 2022-24205
0 / a HOA HOMEOWNERS ASSOCIATION
O.R.D.C.T. VISWE 123.14' / f M I N 13.20' sop . N c s Uf�/T -400 6' / o�ow�
� O.R.D.C.T.
'v I 20 . J N :' w o ;.t o iv o Q 80.p o. o , / / �qs UE = UTILITY EASEMENT
CR 0' 2 7 oo �� 31.42' / / / y WE = WATER EASEMENT
A=16'01'13" �+ o o o a 15 -000 cc4 14 m 13 ��' 12 11 _� ,Y DE =DRAINAGE EASEMENT
I o I N85'18 44 W 7.08 N 18 17 a0 16 ao �i N N ;M N N N rn rw S0 0 N6 O'
T=80.21 1 123.34 w N N T N N 0 N N^ N rn N 16 ° 9.0'g2, 2N Oo /
' 'N I Z" M I a +� r v, o :y' o Sp Op, W o Mo• / / / SSE = SANITARY SEWER EASEMENT
R=570.00� 00 � N o 4 =N 17 °� :� zN 9 / / / WME = WALL MAINTENANCE EASEMENT
L=159.38 I o 19 t, ;r r4 7.5' UE 20.84 / 2 sv o. w Sp o
ChB=N7'21'41"E I o r' SWE 75 UE z "' _ r swE 7.3s' N 16 0co`a coQ' SWE = SIDEWALK EASEMENT
+n S 30.03 -� I- - 38.17 23.35' o M,`- 15 ^' 50op• SSWE = SANITARY SEWER & WATER EASEMENT
r rn d - -76.0T - 36.3T- 52.79 - -41.09 - 43.00'- 43.00 43.00' 21.49'- - 41.66 ow o' / ^I . �.
GhD=158.86 ^ 15g TS2 rya 2N o ;�, 7.5' UE J // " ❑ =DENOTES KEY LOT
_ STARS STREET a ' so.s1'- �� �° 14 oo w s00p'//
C30 S88'42 oO W 328.80 C29 2� 17' o ,° 13 6
N 6, oo p 00' / �• N / / =DENOTES DRIVEWAY LOCATION
�6S N l 101.62' 23 ]' Syye 1y o
/-30.24' - T60 j48
ry-87.81'- - - 31.49'- 35.24' 42.00' 42.00' 42.00' 42.00' 41.00' 44.34' 45.03' �A� M 8.64' N787 �-i SO pS 12 29 2`Q 12 oo e� / b o° / / =DENOTES DRIVEWAY LOCATION
/ o r SWE 7.5' UE / t' SWE 4.88' 0.69' ��� `_~`' 3� , N ,i?° 11 .�' o Jl (� STANDRESTRICTION PER ARDS SECTION ENGINEERING
4.05 CIN 2.G
/ 5 O o rn w w w w w 25' 2s' 2s' 24.60, C28 ` �So, po. \ _ �0 10 DENOTES STREET NAME CHANGE
J0' co' w . . . . 3 45 /
/ssµE N�S./,,1 s UE / O o o ¢ o LO o 0 o rn 11d oo rn `d lq 20.57 16' 5p
L41 / 1.2.
12"W /l -N 7 mN $ aoN 9 roN 10 roN 11 0roar 12 �ci 13 ,ry I� 3 45161 \ S 00
4 h 742 4.56' 7 ! 6 N = r=n yr v' r=n ^ in M M r"tn o 1 ,^7 v 3 24.2 N6TgRS 5000' L 31.42'
LO ,J N 3 4 to'xto' o, c0 w 3 2 4 930.
n / N �' N>S• to'xto' I uE O w N 2 rn tl 17.26' Q00, 42'1y
N 0 141 1Q 0 0312"W uE w° \ 1.131 5• UE 1oxt0' w :v 3 o iit 3 J/ 2?? l
,p 0 1 X 0 12p 77, ^> �'�� \ uE 13.09' ^t N ^� �' = C,4� 00' �\ �� `� l l 60'
N ,a a �' 35.82' 40.91' 42.01 - 42.01 42.0T-41.18'• 26.31' ro- y N 4 h S c 4000, l TRACT 2
Q7 / co 3 19.93 18' ALLEY Row 47.35- I z -4 10'x10 co rn N '5 0 3 h / TELLUS TEXAS I, LLC
,v- z 40N7S. UE 1 �, o 4000. � C27 / DOC. NO. 2021-137876
0 0312"W 44. as o' c
to 2s 2S / N 120 00,
tl• /^ / •, 2
N /
Z / IV75 ,12"w
SIw 0 120.00,
N
<CM> ��, /3o.00, 'I1
N: 7144648.08 74 3s,
E:2473381.55/Sc
0 L 7Aby CANE 3p 66 T61
00 9.35•
N 75'03' 12"W so 00 / ,c
50.00' N75'03'27"W
3p D0,
50' SSWE & DE 104.35
(DEDICATED BY THIS PLA30' SSWE
T) -
S59'56'40"W (DEDICATED BY THIS PLAT)
14.14'
�'7 o S14'56'48"W
v 82.93'
ZD S59'46'19"E
15.52'
3000.
/o
l�
50' SSWE & DE
-.J (DEDICATED BY THIS PLAT)
S11'06'21 "W
50.00'
a=3'50'12"
f
A=11'0646"
T=115.86' N83'4T55"W
2
R=1191.00' 61.07'
L=231.00'
ChB=N89'21'29"W N14'01'42"W
ChD=230.64' 15.98'
REMAINDER OF N4'11'54"E
TRACT 1 1 74'
TELLUS TEXAS I, LLC
DOC. NO. 2021-137876
O.R.D.C.T.
LS22'52'03"W
15.61'
N85'48'06"W
50.00'
ROW
A=13'42'18"
T=95.06'
R=791.00'
L=189.20'
ChB=N76'21'51 "W
ChD=188.75'
T=41.03 GENERAL NOTES:
R=1225.00'
82251. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE
L=82.0 6'58'33"W (4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID
COORDINATES.
ChD=82.01' 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 1S 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.
40.p , l 0.R.D.C.T.
I^ 7 N oo 0 30 70, /
ryo 8 00 °o A,- / /
l0•x1o' h o A 9 CID�3 (0/
UE yN $ T45
00S ue o
�4000 N „No 11 coo a
40 10'x1o' IT / h
00• UE / N. / /
N69'30 42 n 40 00, 10.00' i /l /
5.01' I row
N66'35'14"W 100.00'
N_
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
0
'0 00' t o- WE`,
(DEDICATED BY THIS PLAT)
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
PAPEwDAWSON
ENGINEERS
6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494
TEXAS ENGINEERING FIRM #470 I.?EXAS SURVEYING FIRM #10194390
CONTACT: MICHAEL DOWDEY
EMAIL: MDOWDEY@PAPE-DAWSON.COM
CITY PROJECT NO. 22-1946
FINAL PLAT
MOSAIC PHASE 1 A
63.787 ACRES
228 RESIDENTIAL LOTS
14 HOA LOTS
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
DENTON COUNTY, TEXAS
JULY 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 I N G I N F O@ A X I S- S U RV E Y. C 0 M
Filed for Record
in the Official Records Of:
Denton County
On: 8/10/2023 12:00:30 PM
In the PLAT Records
MOSAIC PHASE 1A
Doc Number: 2023-281
Number of Pages: 5
Amount: 250.00
Order#:
By: DP
3OF5
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
A
8555
0.196
2
A
6553
0.150
3
A
6553
0.150
4
A
6528
0.150
5
A
6916
0.159
6
A
7345
0.169
7
A
7092
0.163
8
A
6747
0.155
9
A
6747
0.155
10
A
6687
0.154
11
A
6500
0.149
12
A
6500
0.149
13
A
6500
0.149
14
A
6500
0.149
15
A
6500
0.149
16
A
j 6500
j 0.149
17
A
7750
0.178
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
P
8501
0.195
2
P
6500
0.149
3
P
6500
0.149
4
P
6500
0.149
5
P
6500
0.149
6
P
6500
0.149
7
P
6500
0.149
8
P
6500
0.149
9
P
7714
0.177
10
P
7714
0.177
11
P
6500
0.149
12
P
6500
0.149
13
P
6500
0.149
14
P
6500
0.149
15
P
6543
0.150
16
P
6712
0.154
17
P
7016
0.161
18
P
8867
0.204
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
B
8186`
0.188
2
B
7067
0.162
3
B
7067
0.162
4
B
7149
0.164
5
B
8360
0.192
6
B
8757
0.201
7
B
7484
0.172
8
B
7121
0.163
9
B
6948
0.160
10
B
6821
0.157
11
B
6760
0.155
12
B
6760
0.155
13
B
6760
0.155
14
B
6760
0.155
15
B
6760
0.155
16
B
8081
0.186
17
B
9050
0.208
18
B
7800
0.179
19
B
7800
0.179
20
B
7800
0.179
21
B
7800
0.179
22
8
7800
0.179
23
B
7800
0.179
24
B
8347
0.192
25
B
8621
0.198
26
8
9802
0.225
27
B
9416
0.216
28
B
1 8840
0.203
29
B
1 10496
0.241
HOA LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
I
C
12117
0.278
1X
A
156180
3.585
1 X
0
38694
0.888
1X
L
30862
0.708
1X
M
10002
0.230
1X
N
8887
0.204
1 X
D
7072
0.162
1X
B
4196
0.096
1X
K
12232
0.281
2X
A
55869
1.283
2X
L
9298
0.213
2X
D
10307
0.237
3X
A
2255
0.052
5X
A
4418
0.101
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
C
9145
0.210
2
C
7800
0.179
3
C
8599
0.197
4
C
9211
0.211
5
C
8898
0.204
6
C
8450
0.194
7
C
7800
0.179
8
C
7800
0.179
9
C
7800
0.179
10
C
7800
0.179
11
C
7800
0.179
12
C
9516
0.218
13
C
10287
0.236
14
C
7800
0.179
15
C
7800
0.179
16
C
7800
0.179
17
C
7800
0.179
18
C
8075
0.185
19
C
8880
0.204
20
C
9258
0.213
21
C
9624
0.221
22
C
11350
0.261
BOUNDARY CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C1
2'55'27"
1400.00'
35.73'
71.45'
S21'57'02"W 71.45'
C2
14'23'55"
259.00'
32.72'
65.09'
N87'42'54"W 64.92'
C3
84'32'16"
140.00'
36.36'
59.02'
1S57'12'56"W 53,81'
C4
13'42'38"
1030.00'
123.83'
246.47'
S12'20'54"E 245.89'
C5
10'44'25"
2430.00'
228.42'
455.51'
NO'07'22"W 454.84'
C6
11*40'18"
270.50'
27. 5'
55.10'
N72'32'00"E 55.01'
C7
112'24'49"
53.50'
79.94'
104.97'
N22'09'45"E 88.92'
ROADWAY CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C8
40*43'15"
600.00'
222.67'
426,43'
N64'58'44"W 417.51'
C9
15'55'22"
700.00'
97.90'
194.53'
S86'41'58"W 193.91'
C10
14'39'32"
2000.00'
257.25'
511.69'
S86'04'03"W 510.29'
C11
13*34'14"
250.00'
29.75'
59.21'
N06'47'07"E 59.07'
C12
27'29'06"
275.00'
67.25'
131.92'
N13'44'33"E 130.66'
C13
659'47"
1355.00'
82.83'
165.46'
N2359'12"E 165.36'
C14
23'51'50"
500.00'
105.66'
208.25'
N0833'23"E 206.75'
C15
9'14'56"
475.00'
38.42'
76.68'
N33'47'29"W 76.59'
C16
21'47'29"
250.00'
48.12'
95.08'
N18'16'16"W 94.51'
C17
27'51'50"
400.00'
99.23'
194.53'
N06'33'23"E 192.62'
C18
15'39'57"
250.00'
34.39'
68,36'
N12'39'20"E 58.14'
C18
3343'49"
350.00'
106.11'
20&05'
N84'08'16"W 203.08'
C19
31'56'16"
1200.00'
343.39'
668.90'
N85'28'50"W 660.28'
C19
13'40'59"
2315.00'
277.75'
552.86'
S85'50'20"W 551.55'
C20
16'20'56"
250.00'
35.91'
71.34'
S8643'30"W 71.09'
C21
19*46'12"
250.00'
43.56'
86.26'
S85'00'53"W 85.84'
C22
17*16'46"
300.00'
45.58'
90.47'
S87'21'31 "W 90.13'
C23
10'09'39"
400.00'
35.56'
70.94'
N89'04'56"W 70.84'
C24
7'40'48"
600.00'
40.27'
80.43'
S89'40'38"W 80.36'
C25
16'58'16"
250.00'
37.30'
1 74.05'
N77'59'50"W 73.78'
ROADWAY CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C26
90'00'00"
45.00'
45.00'
70.69'
N24'30'42"W 63.64'
C27
90'00'00"
45.00'
45.00'
70.69'
S6529'18"W 63.64'
C28
5"39'19"
900.00'
68.11,
135.96'
N73'50'21"W 135.83'
C29
13'08'00"
600.00'
69.07'
137.53'
N84'44'00"W 137.23'
C30
13'59'49"
600.00'
73.65'
146.57'
N84'18'06"W 146.21'
C31
3*48'14"
1200.00'
39.85'
79.67'
N7657'34"W 79.65'
C32
16'00'41"
595.00'
83.68,
166.27'
N07'21'25"E 165.73'
C33
18*33'17"
795.00'
129.86'
257.45'
N0955'34"W 256.33'
C34
13'42'38"
1005,00'
120.82'
240.49'
N12'20'54"W 239.92'
C35
10'02'43"
2405.00'
211.37'
421.65'
N00'28'13"W 421.11'
C38
16'17'24"
250.00'
35.78'
71.08
N12'20'36"E 70.84'
C39
23'38'35"
600.00'
125.58'
247.59'
N08'40'01"E 245.84'
C40
14'53'19"
400.00'
52.27'
103.94'
N04'17'23"E 103.65'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
D
10337
0.237
2
D
9284
0.213
3
D
9284
0.213
4
D
9285
0.213
5
D
9285
0.213
6
D
9286
0.213
7
D
9158
0.210
8
D
9137
0.210
9
D
10477
0.241
10
D
11077
0.254
11
D
11327
0.260
12
D
8886
0.204
13
D
7797
0.179
14
D
7229
0.166
15
D
6501
0.149
16
D
6509
0.149
17
D
6641
0.152
18
D
6640
0.152
19
D
6645
0.153
20
D
6643
0.152
21
D
6641
0.152
22
D
6645
0.153
23
D
6543
0.153
24
D
7084
0.163
25
D
7611
0.175
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
K
6478
0.149
2:
K
6625
0.152
3
K
6615
0.152
4
K
6591
0.151
5
K
6553
0.150
6
K
6500
0.149
7
K
6499
0.149
8
K
6632
0.152
9
K
7295
0.167
10
K
8445
0.194
11
K
11135
0.256
12
K
8040
0.185
13
K
5529
0.127
14
K
5537
0.127
15
K
5436
0.125
16
K
5237
0.120
17
K
5061
0.116
18
K
5054
0.116
19
K
5561
0.128
20
K
5574
0.128
21
K
5987
0.137
22
K
6365
0.146
23
K
6834
0.157
24
K
5425
0.125
25
K
5264
0.121
26
K
5226
0.120
27
K
5152
0.118
28
K
6840
0.157
LOT CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C41
10'00'40"
239.50'
20.98'
41.85'
N68'20'23"W 41.79'
C42
22'59'25"
260,50'
52.98'
104.53'
N61'51'00"W 103.83'
C43
9'32'51"
260.50'
21.75'
143.41'
S44'00'53"E 43.36'
C44
24'04'48"
239.50'
51.08'
100.66'
S5196'51"E 99.92'
C45
156'41'09"
3.00'
14.54'
8.20'
N35'17'23"E 5.88'
C46
9'32'39"
60.00'
5.01'
9.99'
S61'35'43"E 9.98'
C47
6'28'06"
225.00'
12.71'
25.40'
S5335'21"E 25.39'
C48
3'05'04"
612.00'
16.48'
32.95'
S48'48'46"E 32.94'
C49
22'42'41"
60.00'
12.05'
23.78'
S35'54'53"E 23.63'
C50
138'43'35"
3.00'
7.97'
7,26'
S4448'10"W 5.61'
C51
18*45'19"
60.00'
9.91,
19.64'
N56'27'28"W 19.55'
C52
1'42'30"
588.00'
8.77'
17.53'
N47'56'03"W 17.53'
C53
14'14'00"
225.00'
28.09'
55.89'
N41'40'18"W 55.75'
C54
8'29'53"
60.00'
4.46'
8.90'
N38'48'15"W 8.89'
C55
2'48'43"
505.00'
12.40'
24.79'
N37'00'35"W 24.78'
C56
415'41"
238.50'
8.87'
17.74'
N37'44'04"W 17.73'
C57
13'37'41"
261.50'
31.25'
62.20'
N33'03'04"W 62.05'
C57
4'45'39"
1104.00'
45.89'
91.73'
N82'12'30"E 91.71'
C58
75'01'30"
58.50'
44.91'
76.60'
N6344'58"W 71.25'
C59
7'23'59"
261.50'
16.91'
33.77'
S82'26'16"W 33.75'
LOT CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C60
7'23'59"
238.50'
15.42'
30.80'
S82'26'16"W 30.78'
C61
4'45'27"
238.50'
9.91,
19.80'
N76'21'34"E 19.80'
C62
442'33"
261.50'
10.75'
21.49'
N76'20'07"E 21.49'
C63
80'53'47"
60.00'
51,15'
84.71'
N38'14'30"E 77.85'
C64
4'29'59"
260.50'
10.23'
20.46'
SO'02'36"W 20.45'
C65
445'27"
239.50'
9.95'
19.89'
NO'05'08"W 19.88'
C66
3'52'42"
239.50'
8.11'
16.21'
N4'24'12"W 16.21'
C67
8*17'30"
239.50'
17.36'
34,66'
N8'08'34"W 34.63'
C68
26*16'38"
509,00'
118.81'
233.44'
S87'59'00"E 231.40'
C69
7'50'21"
1991.00'
136.41'
272,40'
N8247'52"E 272.19'
C70
8747'23"
40.00'
38.49'
61.29'
N49'23'16"W 55.47'
C71
1'28'33"
2219.00'
28.58'
57.16'
N4'45'18"W 57.16'
C72
8'12'00"
819.00'
58.71'
117.21'
N9'35'35"W 117.11'
C73
95'10'12"
40.00'
43.78'
66.44'
N38'59'43"E 59.06'
C74
7'42'08"
2009.00'
135.24'
270.07'
N82'43'45"E 269.86'
C75
26'04'53"
491.00'
113.72'
223.51'
S88'04'52"E 221.58'
C76
4'29'45"
819.00'
32.15'
64.26'
S20'08'32'E 64.25'
C77
11'30'02"
991.00'
99.79'
198.92'
St 6'38'23"E 198.58'
C78
80'05'51"
40.00'
33.62'
55.92'
N60'07'24"W 51.48'
C79
94'30'19"
40.00'
43,28'
65.98'
N3234'31"E 58.75'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
L
6713
0.154
2
L
4943
0.113
3
L
4833
0.111
4
L
4848
0.111
5
L
5226
0.120
6
L
5812
0.133
7
L
6691
0.154
8
L
4954
0.114
9
L
4923
0.113
10
L
4920
0.113
11
L
4920
0.113
12
L
6911
0.159
13
L
6406
0.147
14
L
5274
0.121
15
L
5158
0.118
16
L
4996
0.115
17
L
6567
0.151
18
L
8494
0.195
19
L
5777
0.133
20
L
5530
0,127
21
L
5468
0.126
22
L
7066
0.162
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
0
6916
0.159
2
0
5134
0.118
3
0
5111
0.117
4
0
5084
0.117
5
0
4901
0.113
6
0
4800
0.110
7
0
4800
0.110
8
0
4800
0.110
9
0
4800
0.110
10
0
4800
0.110
11
0
5541
0.127
12
0
7800
0.179
13
0
6500
0.149
14
0
6500
0.149
15
0
6500
0.149
16
0
6500
O.t49
17
0
6500
0.149
18
0
6500
0.149
19
0
9828
0.226
20
0
10690
0.245
21
0
7499
0.172
22
0
7203
0.165
23
0
9458
0.217
24
0
1 8203
0.188
25
O
1 6500
0.149
LOT CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C80
4'32'54"
1086.00'
43.13'
86.21'
N82'06'08"E 86.19'
C81
92'51'36"
40.00'
42.05'
64.83'
S49'11'38"E 57.96'
C82
8854'59"
40.00'
39.25'
62.08'
S40'07'50"W 56.03'
C83
358'43"
1821.00'
63.25'
126.45'
S4'45'12"E 126.42'
C84
11'06'33"
991.00'
96.37'
192.15'
N1'51'17"W 191.84'
C85
89'25'59"
40.00'
39.61'
62.44'
N47'46'20"W 56.29'
C86
16'28'39"
459.00'
66.46'
132.00'
S84'15'01 "E 131.55'
C87
16*12'42"
441.00'
62.81'
124.78'
S84'22'59"E 124.36'
C88
85*12'31"
40.00'
36.79'
59.49'
N44'54'24"E 54.15'
C89
19'10'28"
241.00'
40.71'
80.65'
N18*11'27"E 80.28'
C90
12'48'11"
259.00'
29.06'
57.87'
N21'20'53"E 57.75'
C91
108*11'42"
40.00'
55.25'
75.53'
N32'01'56"W 64.80'
C92
90'00'00"
40.00'
40,00'
62.83'
S65'29'18"W 56.57'
C93
9'39'04"
259.00'
21.87'
43.63'
N15'39'47"E 43.58'
C112
4'1O'18"
225.00'
8.19'
16.38'
S2'34'30"W 16.38'
C113
4'10"8"
285.00'
10.38'
20.75'
N2'34'30"E 20.75'
LOT LINE TABLE
LINE
BEARING
LENGTH
T1
N88'09'55"W
36.26'
T2
S1'06'02"E
36.26'
T3
S65'29'18"W
28.28'
T4
N24'30'42"W
14,14'
T5
N53'10'44"E
19.71'
T6
S39'19'18"E
21.37'
T7
S65'29'18'W
14.14'
T8
N24'30'42"W
14.14'
T9
N45'18'20"E
19.78'
T10
S47'00'49"E
21.71'
T11
S64'41'14"W
14.34'
T12
N35'14'48"W
13.50'
T13
S64'14'28"W
14.45'
T14
N47'56'27"E
14.34'
T15
N45'09'14"W
14.66'
T16
N44'01'54"E
13.44'
T17
N59'01'21"W
13.93'
T18
S57'03'29"W
15.87'
T19
S73'33'36"E
15.99,
T20
N68'51'18"E
15.70'
T21
S2557'03"E
13.78'
T22
S38'22'00"W
16.22'
T23
S1'35'22"W
15.37'
T24
S52'45'18"W
14.95'
T25
N80'2423"W
16.28'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
26
0
6500
0.149
27
0
6500
0.149
28
0
6500
0.149
29
0
6500
0.149
30
0
6500
0.149
31
0
6500
0.149
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
N
6200
0.142
2
N
5040
0.116
3
N
5045
0.116
4
N
5189
0.119
5
N
8243
0.189
6
N
7493
0.172
7
N
5098
0.117
8
N
5046
0.116
9
N
5056
0.116
10
N
5127
0.118
11
N
5132
0.118
12
N
5713
0.131
13
N
6941
0.159
LOT LINE TABLE
LINE
BEARING
LENGTH
T26
N29'13'24"E
13.92'
T27
N5454'40"W
15.05'
T28
S66'50'21"W
15.26'
T29
S86'20'15"E
16.08'
T30
N64'13'58"E
14.85'
T31
S76'08'35"E
16.02'
T32
S6739'12"W
15.92'
T33
N76'27'28"W
16.34'
T34
N69'0448"E
15.46'
T35
S3359'51 "E
13.96'
T36
S47'51'15"W
13.98'
T37
N71'52'50"W
15.94'
T38
N5727'56"E
13.96'
T39
N38'13'05"W
15.17'
T40
S24'30'42"E
28.28'
T41
N55'11'53"E
13.58'
T42
N29'20'52'W
13.17'
T43
N53'10'14"E
13.21'
T44
S5224'30"E
16.69'
T45
S88'43'58"E
9.18,
T46
N13'59'25"W
16.00'
T47
S22'49'29"W
15.65'
T48
N71'16'43"E
16.51'
T49
S38'15'22"E
14.47'
T50
S58'09'01 "W
15.27'
LOT AREA TABLE
LOT
BLOCK
AREA (SF)
AREA (AC)
1
M
6055
0.139
2
M
5007
0.115
3
M
4942
0.113
4
M
4989
0.115
5
M
5035
0.116
6
M
5050
0.116
7
M
4964
0.114
8
M
5400
0.124
9
M
5268
0.121
10
M
6849
0.157
11
M
8216
0.189
12
M
5796
0.133
13
M
5523
0.127
14
M
5305
0.122
15
M
5267
0.121
16
M
5228
0.120
17
M
5110
0.117
18
M
7048
0.162
19
M
7218
0.166
20
M
5567
0.128
21
M
5536
0.127
22
M
5522
0.127
23
M
7724
0.177
LOT LINE TABLE
LINE
BEARING
LENGTH
T51
S1'30'01 "W
15.27'
T52
N72'25'10"W
15.39'
T53
N67'05'35"E
15.53'
T54
S39'09'17"E
13.56'
T55
S37'48'44"W
16.28'
T56
S76'05'26"E
16.09,
T57
N37'41'54"E
13.58'
T58
N35'18'14"W
14.16'
T59
S70'48'56"W
16.22'
T60
S72'07'41"E
15.02'
T61
S84'50'25"W
15.97'
T62
N30'03'20"W
14.14'
T63
N57'29'35"E
14.75'
T69
S24'33'33"E
14.43'
T70
N65`50'07"W
15.84'
T71
N2'27'51"W
18.64'
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
T74
S4939'39"W
14.14'
T75
N40'20'21"W
14.14'
T76
N45'29'02"E
14A4'
CITY PROJECT NO. 22-1946
FINAL PLAT
MOSAIC PHASE 1 A
63.787 ACRES
228 RESIDENTIAL LOTS
14 HOA LOTS
AN ADDITION TO THE CITY OF CELINA
JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
DENTON COUNTY, TEXAS
JULY 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 F Y I N G I N F O@ A X I S- S U R V E Y.0 0 M
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
Filed for Record
in the Official Records Of:
Denton County
On: 8/10/2023 12:00:30 PM
ENGINEERS
In the PLAT Records
MOSAIC PHASE 1A
Doc Number: 2023-281
8105 TENNYSON PKWY, STE 210 I PLANO, TX 75024 f 214.420.8494
Number of Pages: 5Amount: 250.00
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
Order#f:
CONTACT: MICHAEL DOWDEY
By: DP
EMAIL: MDOWDEY®PAPE-DAWSON.COM
4OF5
OWNERS ACKNOWLEDGEMENT AND DEDICATION
CERTIFICATE OF REGISTERED PROFESSIONAL LAND SURVEYOR
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, 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
PART OF A TRACT OF LAND DESCRIBED IN RIGHT-OF-WAY DEED TO CITY OF CELINA, RECORDED IN DOCUMENT NO. 2022-24205, O.R.D.C.T., AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 5/8" IRON ROD FOUND AT A NORTHEASTERLY INTERIOR ELL CORNER OF SAID TRACT 1 AND THE SOUTHWEST CORNER OF A TRACT OF LAND
DESCRIBED IN RIGHT-OF-WAY DEED TO CITY OF CELINA, RECORDED IN DOCUMENT NO. 2008-9821, O.R.D.C.T.;
THENCE N 89' 28' 44" E, ALONG THE COMMON LINE OF SAID TRACT 1 AND SAID CITY OF CELINA TRACT (DOCUMENT NO. 2008-9821), PASSING AT A DISTANCE OF
901.73 FEET A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674 FOUND FOR CORNER AT THE MOST EASTERLY CORNER OF SAID TRACT 1, AND CONTINUING IN ALL
FOR A TOTAL DISTANCE OF 1,269.94 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER IN THE NORTH LINE OF SAID CITY OF CELINA
TRACT (DOCUMENT NO. 2022-24205) AT THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 68' 59' 22", A RADIUS OF 1,100.00
FEET AND A CHORD BEARING AND DISTANCE OF S 54- 58' 59" W, 1,245.93 FEET;
THENCE SOUTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 1,324.50 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR
CORNER;
THENCE S 20' 29' 18" W. A DISTANCE OF 1,113.94 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 02' 55' 27", A RADIUS OF 1,400.00 FEET AND A CHORD BEARING AND DISTANCE OF S 21' 57' 02" W, 71.45 FEET;
THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 71.45 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE WESTERLY N 66' 35' 14" W, A DISTANCE OF 100.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE N 69' 30' 42" W, A DISTANCE OF 277.74 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 13' 42' 18", A RADIUS OF 791.00 FEET AND A CHORD BEARING AND DISTANCE OF N 76' 21' 51" W, 188.75 FEET;
THENCE NORTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 189.20 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR
CORNER;
THENCE S 22' 52' 03" W, A DISTANCE OF 15.61 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE N 85' 48' 06" W, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE N 04' 11' 54" E, A DISTANCE OF 1.74 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE N 14' 01' 42" W, A DISTANCE OF 15.98 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER;
THENCE N 83' 47' 55" W, A DISTANCE OF 61.07 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 11' 06' 46", A RADIUS OF 1,191.00 FEET AND A CHORD BEARING AND DISTANCE OF N 89- 21' 29" W, 230.64 FEET;
THENCE
WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 231.00
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 14' 23'
55",
A RADIUS
OF 259.00
FEET AND
A CHORD BEARING AND
DISTANCE OF N 87' 42' 54" W, 64.92 FEET;
THENCE
WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 65.09
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 84' 32'
16", A
RADIUS OF 40.00 FEET AND A
CHORD BEARING AND DISTANCE
OF S 57' 12' 56" W, 53.81 FEET;
THENCE
SOUTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF
59.02 FEET
TO A
5/8" IRON
ROD WITH
CAP STAMPED 'RPLS 5674" SET FOR
CORNER;
THENCE
S
14'
56'
48"
W,
A
DISTANCE
OF
82.93
FEET
TO
A
5/8"
IRON
ROD
WITH
CAP
STAMPED
'RPLS
5674"
SET
FOR
CORNER;
THENCE
S
59'
46'
19"
E,
A
DISTANCE
OF
15.52
FEET
TO
A
5/8"
IRON
ROD
WITH
CAP
STAMPED
'RPLS
5674"
SET
FOR
CORNER;
THENCE S 11' 06' 21" W, A DISTANCE OF 50.00 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 03' 50' 12", A RADIUS OF 1,225.00 FEET AND A CHORD BEARING AND DISTANCE OF N 76' 58'
33" W, 82.01 FEET;
THENCE NORTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 82.03 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR
CORNER;
THENCE
N 75' 03' 27" W, A
DISTANCE OF 104.35
FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE
S 59' 56' 40" W, A
DISTANCE OF 14.14 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;
THENCE
N 75' 03' 12" W, A
DISTANCE OF 50.00
FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" FOUND FOR CORNER;
THENCE
N 14' 56' 48" E, A
DISTANCE OF 275.86
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 16' 01' 13",
A RADIUS OF 570.00 FEET AND A CHORD BEARING AND DISTANCE OF N 07' 21'
41" E, 158.86 FEET;
THENCE
NORTHERLY, ALONG
SAID CURVE TO THE
LEFT, AN ARC DISTANCE OF 159.38 FEET TO A 5/8" IRON ROD WITH CAP STAMPED
'RPLS 5674" SET FOR CORNER
AT THE
BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 18' 33' 17", A RADIUS OF 770.00 FEET AND
A CHORD BEARING AND
DISTANCE OF N 09' 55' 34"
W, 248.27 FEET;
THENCE
NORTHERLY, ALONG
SAID CURVE TO THE
LEFT, AN ARC DISTANCE OF 249.36 FEET TO A 5/8" IRON ROD WITH CAP STAMPED
'RPLS 5674" SET FOR CORNER;
THENCE
N 19' 12' 13" W, A
DISTANCE OF 100.00
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 13' 42'
38", A RADIUS OF 1,030.00 FEET AND A CHORD BEARING AND DISTANCE OF N 12'
20' 54" W, 245.89 FEET;
THENCE
NORTHERLY, ALONG
SAID CURVE TO THE
RIGHT, AN ARC DISTANCE OF 246.47 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR
CORNER;
THENCE N 05' 29' 35" W, A DISTANCE OF 100.00 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 10' 44' 25", A RADIUS OF 2,430.00 FEET AND A CHORD BEARING AND DISTANCE OF N 00' 07' 22" W, 454.84 FEET;
THENCE NORTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 455.51 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 14' 56' 29", A RADIUS OF 1,970.00 FEET AND A CHORD BEARING AND DISTANCE OF N
86' 12' 32" E, 512.28 FEET;
THENCE EASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 513.73 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER;
THENCE N 78' 44' 17" E, 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 LEFT HAVING A CENTRAL ANGLE OF 12' 02' 26", A RADIUS OF 229.50 FEET AND A CHORD BEARING AND DISTANCE OF N 72' 43' 04" E, 48.14 FEET;
THENCE NORTHEASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 48.23 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 11' 40' 18 A RADIUS OF 270.50 FEET AND A CHORD BEARING AND
DISTANCE OF N 72' 32' 00" E, 55.01 FEET;
THENCE NORTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, 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 LEFT HAVING A CENTRAL ANGLE OF 112' 24' 49", A RADIUS OF 53.50
FEET AND A CHORD BEARING AND DISTANCE OF N 22' 09' 45" E, 88.92 FEET,
THENCE NORTHERLY, ALONG SAID CURVE
TO THE LEFT,
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 COMPOUND
CURVE TO THE LEFT HAVING A CENTRAL
ANGLE OF 04' 22' 17", A RADIUS OF 445.00 FEET
AND A CHORD BEARING AND DISTANCE OF N 36' 13' 48" W, 33.94 FEET;
THENCE NORTHERLY, ALONG SAID CURVE
TO THE LEFT,
AN ARC DISTANCE OF 33.95 FEET TO A
5/8" IRON ROD WITH CAP STAMPED
'RPLS 5674"
SET FOR CORNER;
THENCE N 51' 35' 03" E, A DISTANCE OF 60.00 FEET
TO A 5/8" IRON ROD WITH CAP STAMPED 'TNP" FOUND AT THE SOUTHWEST
CORNER OF A
TRACT OF LAND DESCRIBED 1N DEED
TO PROSPER
INDEPENDENT SCHOOL DISTRICT (ISD),
RECORDED IN DOCUMENT NUMBER
2022-160130,
O.R.D.C.T.;
THENCE S 89' 30' 39" E, ALONG THE SOUTH LINE OF SAID PROSPER ISO TRACT, A DISTANCE OF 557.82 FEET TO A 5/8" IRON ROD WITH CAP
STAMPED 'TNP" FOUND AT THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID PROSPER ISD TRACT,
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.
\STF'-'�q
Q o ....
SEAN SHROPSHIRE
SEAM SHROPSHIRE
Registered Professional Land Surveyor q 5674
No. 5674 N�9,y °'�Eas\o`�'yCti4�•
�SUR`I�!'
STATE OF TEXAS §
THENCE N 00' 29' 21" E. ALONG THE EAST LINE OF SAID PROSPER ISD TRACT, A DISTANCE OF 200.05 FEET TO A 5/8" IRON ROD WITH CAP
COUNTY OF ELLIS §
STAMPED 'TNP" FOUND AT A SOUTHEASTERLY ELL CORNER OF SAID PROSPER ISD TRACT;
BEFORE ME, the undersigned
authority, on this day personally appeared
Sean Shropshire, known to me to be the
THENCE S 89- 31' 17" E, ALONG THE SOUTH LINE OF SAID PROSPER ISD TRACT, A DISTANCE OF 70.00 FEET TO A 5/8" IRON ROD WITH CAP
Person whose name is subscribed
to the foregoing instrument,
and acknowledged to me that he executed the
STAMPED 'TNP" FOUND IN THE COMMON LINE OF SAID PROSPER ISD TRACT AND LOT 1OX, BLOCK P, CREEKS OF LEGACY WEST PHASE 2, AN
some for the purposes and considerations therein stated.
ADDITION TO THE CITY OF CELINA, DENTON COUNTY, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET 2020, SLIDE 80, PLAT
,
RECORDS, DENTON COUNTY, TEXAS
GIVEN MY HAND AND
SEAL OF OFFICE, thel?:5 day
2023
UNDER
this
of
THENCE S 00' 29' 21" W, ALONG THE COMMON LINE OF SAID PROSPER ISD TRACT AND SAID ADDITION, PASSING AT A DISTANCE OF 200.06 FEET
A 5/8" IRON ROD WITH CAP STAMPED "PELETON" FOUND AT THE NORTHWEST CORNER OF LOT 13X, BLOCK P OF SAID ADDITION, AND CONTINUING
IN ALL FOR A TOTAL DISTANCE OF 270.07 FEET TO THE POINT OF BEGINNING, AND CONTAINING 63.787 ACRES OF LAND, MORE OR LESS.
)�J�
Notary Public an for the
State of Texas
NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
.•a�P�e NAH Notary
_�� Notary ID 1 35582 6
to 9133558256
_ /���
Alakov J v
Commission
�a � My Commission Expires
Expires
'�'ov� January 28, 2026
THAT TELLUS TEXAS I, LLC, AND THE CITY OF CELINA, acting herein by and through its duly authorized officers, do hereby adopt this final plat
Type or Print Notary s Name
designating the hereinabove described property as MOSAIC PHASE ONE A, an addition to the City of Celina, Texas, and do 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 plot 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
I
My Commission Expires:
Z Z(a
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
LENDER:
STATE OF TEXAS §
time of procuring permission from anyone.
THIRD COAST BANK SSB,
COUNTY OF §
a Texas state savings bank
BEFORE ME, the undersicned authont in and for Ck`ff County, Texas, on this day
By.
BY�
Personally appeared 2
known to me to be the person and
officer whose name is s bs ribed
to the foregoing instrument and acknowledged to me
Owner: TELLUS TEXAS I, LLC
that he/she is band 'C2w-
and that he/she is authorized to execute the
Owner:
,
Title: ��
Tiffany Weber
foregoing instrument for the purposes and consideration therein expressed, and in the
Date: d? z 'lI
Title: Bank Officer
capacity therein .stated.
STATE OF T XAS §
COUNTY OF§
BEFORE ME, the undersigned authority in and for cN` County, Texas, on this day personally appeared ±Gf
�aV��• ►C>
known tom to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she is and that he/she is authorized to execute the foregoing instrument for the purposes and consideration
therein expressed, cid in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the II day of 20�
5 l-e0
Type or Print Notary's Name
My Commission Expires: Q 2 2CQ
Bqr,
Owner: ClW OF CELII A
Title: '
Date:. -
Amaris Lozano
`►�' } tAy Commission Expires
f \ 1•, 911212026
�. Notary ID133955790
3( 23 GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 315 day of 20
Date: _.�3
7�
Nota Public in and for the S to of Texas
Leslie K Thompson
Lp, tI t K. I-JAD 1� Ps O � �(' • My ao11 12025 Expires
Type or Print Notary's Name "a586760°
My Commission Expires: 11/I /Z
CERTIFICATE OF PLAT APPROVAL CITY PROJECT NO. 22-1946
FINAL PLAT
Approved MOSAIC PHASE 1 A
63.787 ACRES
012 A0Z3 228 RESIDENTIAL LOTS
C. evelopment Official D to 14 HOA LOTS
City of Celina, Texas AN ADDITION TO THE CITY OF CELINA
�y4t, JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
Witness by hand this / day of U ,20 Z3 DENTON COUNTY, TEXAS
JULY 2023 SCALE: 1 "= 60'
SURVEYOR
Y.OF �,
'' ,... ......'F•��2•, City Secretary (t7 3K P.o.BOX575 I WAXAHACHIE, TEXAS 75168
City of Celina, Texas A Av'Nk 214.903.8200 1 TBPELS FIRM NO.10194367
S U R V E Y I N G I N F O@ A X I S- S U R V E Y. C O M
,
STATE OF TEXAS §
COUNTY OF(0h )n §
BEFORE ME, the undersigned authority in and for _1111lr L_County, Texas, on this day personally appeared �crlm fbw `i ,
known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she istry'itlCjM Uly) 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 V R day of , 20)5
Notary Public in and for the State of Texas
SItA.N FIELD`Purof Texes°�`Y , State 5 2026r� 9 �/�' /�=_° yes 070 163�JUW�1 - t Ill\l+l :�'' t29873-,,,'
Type or Print Notary's Name
My Commission Expires: Ql�_ t! w
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
my
17 PAPE-DAWSON
lawN
ENGINEERS
6105 TENNYSON PKINY, STE 210 1 PLANO, TX 75024 1 214A20.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: MICHAEL DOWDEY
EMAIL: MDOWDEY@PAPE-DAWSON.COM
Filed for Record
in the Official Records Of:
Denton County
On: 8/10/2023 12:00:30 PM
In the PLAT Records
MOSAIC PHASE 1A
Doc Number: 2023-281
Number of Pages: 5
Amount: 250.00
Ord er#:
By: DP
5OFE
3( 23 GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 315 day of 20
Date: _.�3
7�
Nota Public in and for the S to of Texas
Leslie K Thompson
Lp, tI t K. I-JAD 1� Ps O � �(' • My ao11 12025 Expires
Type or Print Notary's Name "a586760°
My Commission Expires: 11/I /Z
CERTIFICATE OF PLAT APPROVAL CITY PROJECT NO. 22-1946
FINAL PLAT
Approved MOSAIC PHASE 1 A
63.787 ACRES
012 A0Z3 228 RESIDENTIAL LOTS
C. evelopment Official D to 14 HOA LOTS
City of Celina, Texas AN ADDITION TO THE CITY OF CELINA
�y4t, JOHN M. McKIM SURVEY, ABSTRACT NO. 889,
Witness by hand this / day of U ,20 Z3 DENTON COUNTY, TEXAS
JULY 2023 SCALE: 1 "= 60'
SURVEYOR
Y.OF �,
'' ,... ......'F•��2•, City Secretary (t7 3K P.o.BOX575 I WAXAHACHIE, TEXAS 75168
City of Celina, Texas A Av'Nk 214.903.8200 1 TBPELS FIRM NO.10194367
S U R V E Y I N G I N F O@ A X I S- S U R V E Y. C O M
,
STATE OF TEXAS §
COUNTY OF(0h )n §
BEFORE ME, the undersigned authority in and for _1111lr L_County, Texas, on this day personally appeared �crlm fbw `i ,
known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she istry'itlCjM Uly) 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 V R day of , 20)5
Notary Public in and for the State of Texas
SItA.N FIELD`Purof Texes°�`Y , State 5 2026r� 9 �/�' /�=_° yes 070 163�JUW�1 - t Ill\l+l :�'' t29873-,,,'
Type or Print Notary's Name
My Commission Expires: Ql�_ t! w
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
OWNER
CITY OF CELINA
112 N. COLORADO STREET
CELINA, TEXAS 75009
CONTACT: KARLA STOVALL
PHONE :972-382-2682
ENGINEER
my
17 PAPE-DAWSON
lawN
ENGINEERS
6105 TENNYSON PKINY, STE 210 1 PLANO, TX 75024 1 214A20.8494
TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390
CONTACT: MICHAEL DOWDEY
EMAIL: MDOWDEY@PAPE-DAWSON.COM
Filed for Record
in the Official Records Of:
Denton County
On: 8/10/2023 12:00:30 PM
In the PLAT Records
MOSAIC PHASE 1A
Doc Number: 2023-281
Number of Pages: 5
Amount: 250.00
Ord er#:
By: DP
5OFE