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SB0123A---- _ ` ' <Fully J- --__ � Developed L-----_- 11. 100-yr Floodploin 15' Drainage Esmt Doc. No. 2024-110248�` OPRDCT FEMA Zone A Rood lain Per FIRM o\y W E P \�O DOE BRANCH 15' Sanitary Sewer Esmt �� e�>> 4812CO2900, Dated Apra 18, 2011 A Doc. No0 OPRDCT �6 \ TELLUS TEXAS I LLC y�2 _ BL12 TRACT 1 ----------------------------- -- - 16.12' / �y,` �!s Doc. No. 2021-137876 S\� o �C ----------------------------r----- /�•���� h C.08 a 1.7s�sixJ,\\mil' BC1 '1�'\ OPRDCT G��\`2 SITE t 3 o 0 40 80 160 5.99' ��� 1 9�tDAIRY FARM RD Q�G� Z Oncor Easement d �L$ / �? 119.14 7 `'`O' �9 0 8 Doc. No 2024-125648 ' ^ / 5/B" gRFi / SF O E DR 1 inch = SOft. ? spa s 110 o o Ews OPRDCT �''' '! so /m 13A3 ?s,\ 13.72' �0 22.35 s' o wnr �� l �+ tiQ' •h h \ O \ y itEANa� FRONTIER PARKWAY 3� �' "� '` 1 \ SUNRISE LN 15 5 ��o ,SgAg �� • } 3 3 9�' ho y �'� 6.i: 32�/'0� ^ cam\ LINER C, ' DR &0 91.71' 18 0. . 4 n A Q 13000, W � � s `�� 4s.oa' ?�? ��? l 31 �� \` D=18°28'39 •\ �^ ^� Block Lot 1A 119 . 5.28' ?' S:`\ 30 ��o. S8B\ L=4$2.12 o / 50, RoW ; t 4 sas.2� \l �A, 30 � CB�S 61°15'59" E \ STARS Sr �1Min. 6 �" / �`� .64' `�S h` Asti o `�7 \ S9� CD=4'80.04 \ ,toN717t1¢•W `o S6943S86.7 M ERRITT/THORTON FARM FARTNER51­111' Doc. No. 99-96577 OPRDCT of PX Fully Developed , 100-yr Floodplain / ' 1 �V / 1 / N� / � U t1 W so1' F �i N - / O u v Q Q LLI n `1 pL Z 2 4 %� O \ FRONTIER PARKWAY (130.00' m G t 19 .` •sS �o E Sg ` SB6.7 i ; 3.40' / �\ \ ?J:,� .��h� �g `� \ h / 13 �' f M;n 17 o a so' 14' �\ ?0'.e 28 ti 90¢• . 3 i SI?6 ? ' 0W�39 o `t N7337JI•W v 1 1 iS•f H I S 2S //mp60?. / 7:\. ?S Bl 27 p `� 1300p' 40 % 1`� 12 263.41 `, ^y od 31S3, \ LOCATION M A P Min. t ; Lot 26X, �� 6¢J �. 30• ry ,' .>` ?6. S 7 �, 1m FF: ; s: 26 0 38' t . fo 586,) 18 m/ ! M;n Block B ., Cg l N.T.S. o % "' 12 ^ Mtn. 588. N o l �` N72 , 88 rn S2iJ' �� ti N 0p0 �F ti � \ ! rn r S747g,3 • / �58•Jy �' .` 3 2S, 25 ^� B - . ao o N76 13 8 f t 1300p, O� $ .3 O.po• (772, I oo i i72S8"W �' 000' ! /b Min. °� .o ``� �o� \ ma`s 24 0 . SB BL16 \ O 13p po' t fN=S86� V3 �5.1T \ 419 �� 2\C N ; Min, IF 5g68 i ' Mrn, m a / t 11 �� Min. m 23 N 11 S763741•8 2 N7443S3"W 57370?88.70/ 5% 2 ?37 4 3q 22 ti o %'I BC3 \ I ROW t orn 130.0 ' l „; 130.00' 1 f 1 ; 7 ��' %?g �L a �' ' m N7878'45"W 0 t rryo Mtn. FF 586 7 Min, 58s' ! 5p, ROW ^ / �3020 212. �0? j q D�'/j' 38 �� �QOQ` 0' ' 21 �J \ ¢ I ¢z 130.00' 20 m ! t N 10 14 .! ?s' m /' ap z ' Min. FF, r Mfi. FF-585.8 N/ o t N /� 25 /N Lot 21X, 48.01' ��000:_ / \ rQ, 585g y 57E55' o N7776' „ SIBb9' " v i i / 11 Block C 37 7284' 15' '7�•Of ! Fo 10 �' ' 43 E t ! W 18 E iw _ 87' v o ��6� r 3' N1N \ of t rn o 130.00' I a 130.00' Min XZ 130.00' ! ! N74 o n 4 Bi99' " B.Ij.�` E ZD ! 19 Min. FF- FFr586, t 5j4?"W o h 15400' BL19 \ M 1 F m ¢8 �.� n Lot 19X, z N8034'32" ' m ! f 585.8 15 7 oo a �' J 13000' 1 B O 1 130. W Min. 21 ' `� ! 9 ^ 83 „ N/ v fh 12 �0 gSol Block D y70 ���16 \ t 00' FP', �o " t S7 ' 0'11 E c ! v 10 0/ 7T " O v rm Min. FF=585.8 i i S8173'46"E t ' N80b9'43" 130.00' t ! S7579'11 `h ^ l W , B v; I I ! ! W N7T ' " v f N 20 120.03 � 4SS. �0 ' 9 13ao0' t 130. ! t 4124 W 11 1?0.0 Q 120.87 �„ _ BL21 Oncor Easement K=']M.oa z z Temp. Street, N m 00' t S' �127 rn o ' 16 m' o �, 130.00' �0 50' R a mSanitary Sewer, Water Min. fF=585. v h o m - , - 5649 m OW , 10 10 0' Block D ^� !! N/ o ?5' N75151P•W o -' 22 m �� 8 S8031'05„E N / i �� 9 ?5' S? J?, o 0 `` 951j z g, \ Doc. o C� OPRDCT D-27°55iT' O � &Drainage Easement N83Z0'19 W Mtn. n J ^� t 10.00' " W !!'-Z5' UE N 130.00 ! I - - =585.8 N `� v; ' 1' SE N8025'o6"W 57909'13"E 6.61 L-3 Doc. No. 2023 430 m 20.0p' ! 130.00' S83'31'49`E i , ! � ! °D dh,' 0 4, �� � CB=B CT N82�2'38"W 17 m a ' 130.00 130.02' N 9 J2t.17' � o in l7�8¢, o 5.06 �� Min. FF=585.8 ! I 130.00' I 11L j 130.00 g o l N7870 ^W 11 15.89; ' CD=373.9 0 40 E Existing L43 °� \ � ���\ cJ' 1 Portion Of Temp. Sanitary Sewer Oncor o� - Y4,82' O70 ;Water &Drainage Easement Easement I Coo $ , „ N vi _ "� Ol of C29. ,48' t 0 , Min. 585.8 5831138E 1 ` 'P N 8 14 m :t 120. ' 5797 m a 42 ^ 2$ Be Abandoned By This Plat n m® 23 r t ` o m o m 800' _ 1 '6J } o v 7 N d 130,00' 21.77' < ` ` 3 N83b8'48"W 84'50'19`E N' a ' 1 S 123' � _� 1554 122.65'3E N OW _-� N85'46'O6°W i I Min. FF=585.8 0l � � � "' c � -- -- -- o v 50, R � 20 ems' �97 \77413, � -�1- I ; - I S85'4952E I N i 1 18 �I N 130.00' 131.48' I W _ N8420'49"W M 18' 12 2F5 25 '!w 10.08' 1S BI 40 ,.-----------;r-- ----- i 130.00 N85 35 33"W _ Min. FF=585.8 i 130.00 I W I 130.00' S8712'04"E j W ' m 7 i N m I I 1 o aS o m �' „ n m 1 ? 6T 5 CI m 1 Z 20.00 w S851516 E ^' W w 15 0 < 10'X1D' w :2" $ W t SE 3 0 t 283' W 0 7 <o m t 130.45' 7 W „ �I i -1 ov UE w 124.41' m rn IS $ 54.12' 4i n �� r` 0 24 m ._ i Min. FF=585.8 © m N88'S3'25 W 28.03 'T _ AL 8, �' , 215.72' o 0 6 N 134.10' I } (� S89'32'33°W � G 13 N M F- �2 12 P n 13 m \ 20'` 1 7.5' UE Min. FF=585.8 N� c fly 19 �' od c, I 130.00' 1' SE 120.00 I N88'52 21 E (i] I n I 8 14 •80' 25.21. 5 ' 265.06'- 25.02'- 30.61' i N8811'53"W S880T54"E 7.5' UE--I I. " N8928'34"E I _ I _ LL 1 I i +-1' SE Z o�7.5' UE $, $ , c,1 I �u, 81 L 27 , 2 1 130.00 I N8818'27"W N8729'37"E I ? ti 6 N N o 6 D 123.84' 1' SE oo I Lot 26X, ? 3 1' SE I 5' UE 1 I �. 1 130.00' 1 SE , I i"' i'n �"'• - N o " Im "� D 14 Q.. i Block T •� M• - ! a 16 ;� N 33 Z34 35 6 7 38 Z 39 Q 130 00' 133.48 „ w m1 {� �' 3 3 J Min. FF=585.8 �I L , Min. FF=585.8 �I <r 5832556 W w O " m „ 5' UE 10X10 45 P w I m ap m M CV wo m ~ 1 j S83'2201 W '- 6 25 m `� cv I 3.05, „ 1' SE oo mw I N o ( 20 I 130.00 N83'47 28 E 120.00 0 8.85 N82 59 40 E t� 1 15.05' UE a 16 m , ? ° > ,o N 1 1 j 1 1 I o rj r 22.54' 1 r 5 15.05' N w C� t 19,19' C30 2.49' J I 50' ROW In J �- 714' <c "' �-' �" 5 UE--1 � N N 13174 N w CO 5' UE 120.86 0 ,n t \ 1 I o m 1 V 1 I 05 „ y , 7. � o cr cn o r " t.- g c W I S87'4313 W Min. FF=585.8 i N 1 '0 5 °S o 01 i S793T g 15 r ���� _ -)n.63 2; 22.iG� I I 1 SE \ S89'24 00 W o, � N82'11'19 E 15.05 24 W Cii -45.60 _ �44.4 h 25' I £ O E w w -, 10 Xt U 13D.46 I $64'42 O6 W 138.08' N 17 5 g o • 1 25 0 m - 130.04 d i u' r $79.3124„w o r w 120.00 o m 24"E `p S2 1 Lg 5.96' 9.52' 1 Jilin. FF=585.B N cn , w_ „ o z 1 937 L6 - •o B7', 4.25 C31 _ IBA 5/8" qRF "' j N Min. FF=585.8 N 26 1 - o Nl ' �.� o G'L 25.01' 25.01' 33.46 v i) 1 130.00' �I ��' 21 130.00 0 31'24 E g 4 i 120.31 is N - C= - �7.74'-- % SI ' o L41 L35.21- 25.00' 25.00 Lot 1X q m a' o w 2n 1 S I Nl9' UE "'1 "w q , mr J r 17.32 1 \`��s 90' -J _ )i rj rn t a A" 11.60' N79' 4 E 00' l.5 0 S79 24 o w o 5.64' ` r L8 1.26' Block X m c� a ' 4 t o g 37+00 t rn a 16 4 � 15.14 5 UE 9.84 \ N`o 1 �8 (, U ` 3T2 �„ m 4 130. N' rn z 120. ' 10'X10' • N793T2'E 0 11 \ L7 37. 121.23' C 1 BC6 BC5 ` J g " - -5 --- „ 58112'05 W ; 17.43' 1 1 1 38.08 0' o ` c, S2 ) S811T45 W w 130.75 Sll 25'14'W 22 `° 13 7 S8 MOSAIC P 'li $ `� t 'o,'r ` ' o g u r . G ''36.11' L39 L38 I 31 y 1 � w w 5 .a `o f + 0.00' o t N 1 g UE 124.26' .o � o S86'S5'20 W i (� JF. � 579"57200 17 4„E r �° �p 2170 1 r 3.6T , 'a �7 w � O N i RASE 1C I 7.23' �_rog5.8 Mtn' 27 ,� 3 130.00 120. o 0 o N19372 J 1 N 10 o N86031 E N o vl 42436°W 4.78'� t Min. \ t 3 1 95 TE LcL U A 3 1 L t 9 It 15 `or 'o r z N „ 1 t 116.0 18 (� ^' 96.01 0 5 TEXAS LC w 1> o. d. � 3 �'-Il � 136. N � o ,w o S79'2' l3 rI --• 5 84' 20 00 is w �.�-N o 31 V, CA � TRACT 1 y- 4 4 W > ,' m o N 1 0 cn t 'o o_ 37 2 c m 5' UE g ro �.t� ^' �" / t vt b � , 19 or 1 N 4w � v: 4 V• o_ rn m 0 2514 t ` co U 2 r t `6 130.0 „ >' 1$ r P ro v 96.00 0 0 00 r,,, 1$ Lot 27X o o �, .69 `n cr, o 1 p N Sll t ROW r o t > `�° T24 E 120. o 18.54 Block T I 9 10'X10' o . o 19 0 > o " o w 14°W 130.00 ,y 50 t „ o „ f 8 N793 g b5.7T--- ti0 I g UE o 30 Doc. No. 21-1 7876 6d R0 t S1T25 584.E £s' '> 25' t n t' t z o 2 I t 00 o': N i_ g.71 `wr N o S84 24 36 W w I I OPRDCT 1 Min FF- m r. 25 1 130.00 rnWME 130. w 50 R0w 1 rA I 2 v ! L `vim' 96.82' 20 cn 96.00 �1 30 30' t 130.00 r�g4.ro 0 `o / 28 r, t t N 134.21 wo' o $l9'37 24 W �- 3 20 w' 25 25 g L29 C14 r A o o T o 18 o f o ci bo V Z 1 I 5 FF= t 2 WME rn L2 w o $ N 120.00 "o 0 0 „ 1 SE w 1 SE 3S rW cn r N 130. �.95.00-'' m 24 Od 3 rn w rn r- 1 ro o 8 0 o cw S85'33'07 W 10'X10 UE j 4 E t 2 �' o „ 1 00 .o S „ r o 97.71 0o N 5p' ROW d m tt t �ti 53-� �� 1' SE o c o 96.00 27.99' W E 37'24 E t V S- !, L - - ------------ 1' SE-t5'14"W E130.00 i Sll'25'14„W E r.-3 N193231+-154.00 25.93_--59.40'--- i M �15.59'120.00 o �0 98.48'i16.24' 8 S86Vfi498W 6 I' 15' Drainage Esmt f t Wt� lr yyy�"��� 7 (p Doc. No. 2024-100247 Z t Sl7 00 3'E �3 29 `�` t z 130.00 3 t v� S_ 120.00 --- g2.13 20' 8L i m „ o 10 X10 �, 7 i 130. 8 a g 1 N \ r o 25 1 p�� 60.00''' N N 5 UE-'1 0 1 6' o' 1� 27S 6ti - 8 1 OPRDCT 584• t l7 0 V N S 11iUt•'Ft:' o�''- '14"E 1 v'`�'�or- `n - t'� 9 i.�.E•�'�� _-60.00'-'' 25 BL z a; c� � m 120.86' g Z � 98.95' o wl 21 50' ROW i 6 S rn g 10. gg.31' 4�• 01 o) I O 8 t o r m o ,� N 79'37 24 E 60.00 BL 25 BL o �' .77' S86'55'20" W " 0 26 o 'o n o 130.E o ; N 00 2d 91. 22 > "o„ 25 25 .65' N8603'17°E o 996.00�,...�,+c f 1 Sll 2514 w m� 1 t 28.09 60.00' �� 25 BL r 23 0 P f 7.5 WME 5' UE 126.04' � . W 8�.29 I I 9 Full Developed 'Z, v 30 �" 99.11 25 C; y P 1 t o t lIS 60.00 ' -- c o' o c� n _ I 100-yr Floodploin Z 130. V- 4.6 . � �a 246. 9L 30 m 25 24 5 t /2•�, I Temp. Street, Sanitary Sewer, l----"'"�_ _-60.00' -- 25 w , o g `r' � +n "� ) � � o `� P aY LEGEND (Not All Items May Be Applicable) o 1 2 IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED NOTE: IF UNABLE TO SET ACTUAL LOT CORNER, A 5 FOOT OFFSET IRON ROD MAY BE SET WITH A PINK PLASTIC CAP STAMPED "SPIARSENG-5' O/S PC'. IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND AMF ALUMINUM MONUMENT FOUND CM CONTROL MONUMENT Esmt. EASEMENT Util. UTILITY DE DRAINAGE EASEMENT DUE DRAINAGE AND UTILITY EASEMENT UE DRAINAGE EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT STE STREET EASEMENT FADE FIRELANE, ACCESS, & Ui1LITY EASEMENT WME WALL MAINTENANCE EASEMENT HBE HIKE & BIKE TRAIL EASEMENT VAM %i VISIBILITY, ACCESS & MAINTENANCE EASEMENT (BF) BY THIS PLAT ROW RIGHT-OF-WAY Min. FF MINIMUM FINISH FLOOR ELEVATION BL BUILDING LINE STREET NAME CHANGE OO BLOCK DESIGNATION DENOTES DRIVEWAY LOCATION RESTRICTION PER ENGINEERING STANDARDS SECTION 4.05.C.12.G AND/OR INLET LOCATION LOT FRONTAGE Cob. CABINET Vol. VOLUME Pg. PAGE No. NUMBER FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM FLOOD INSURANCE RATE MAP Ord. No. ORDINANCE NUMBER Inst./Doc. INSTRUMENT OR DOCUMENT DRDCT DEED RECORDS, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS Lot Types A B C D E Min. Lot Vidths 40' 50' 60' 70' 25' Lot Counts 30 30 58 17 23 Lot % (Min/Max) (0/20) (0/30) (20/0) (10/0) (0/10) Lot % (Actual) 19% 19% 37% 1 11% 14% Total Lot Count --Phase 2A t p ` o m 1 SE 1 - 69. 10 / !Am' D 1 l 1p143 ' __60.�'' 25 8L 26 00 13.63 J 68.53 _ -87, 1 ? 74' _ I Water & Droinage Easement **Maximum/minimum allowable percentage is required to be met over N 19.6T-' r 013 6213 60.00''' 8 27 0 " �_-- BL53 1.. To Be Abandoned By This Plat W 1 o 60.00'- 25 8L w $5 $ 48.50 r BLS BL32 ""..� 2S 11 I the life of the project, not on a phase by phase basis. Cp 1 g- L o �3188 51.1s'. �ls.ld -- 20' BL 29 0 , 28 'co s 16L I / B• 1 , I o_ 60.i"' Temp. Drainage & Water \I 22 0 a= 25 w 30 •o .„ � P• 9 I / ' � S 81'31'S4" E „ E t 83g3''� r w o > o- 60.��,. Easement To Be Abandoned I U " Temp, Drainage Easement N ll 2514 �q� i gp BL z o 31 8 O p _ _ _ I �T 72.53' To Be Abandoned By This Plat 60A� BL40 335'� 8L o a 32 $ 6p00 - `6�0 By This Plat 1X 1 2 - c, •- i 3 I ° $�q'S y o 33 0_ 60 Oa _ _ 0.0 _ QO" t 8 2 \ I i 4 5/8 qRF / i BL42 - �. ; 28• o e � a � 34 7'�• 19 I 0 I L FINAL, PLAT 1, P Sanitary �; nano' - O I j 1 35 ` ---�' S 17 Temp. Samto Sewer, � cj 7 E t Water & Drainage Easement i w v, t To Be Abandoned By This Plat �I 36 a �, 16.50' _ - 60 00 16 pG 1, • $g� 1 _ _._ _ __ �j �j t 15 PeS��.�'�p. I NOTES: MOSAIC PL H SSE 2 �1 POINT OF •, � � t � 1 m, �, `�55• = 13 14 �- -_.y S� , i 1, 3s 12 1. Basis of bearing: Texas State Plane Coordinate System, North Central Zone BEGINNING 1 , , ��, ��; 6 " ° 11 _ �QS� y P 4202, North American Datum of 1983. Adjustment Realization 2011. 35°93 GROSS ACRES, 8.816 ROW ACRES I ht WtlE a�' 9 t0 �� •' ��JS , 2. Notice - Selling a portion of this addition by metes and bounds is a violation fls� RESIDENTIAL LOTS A Q S ---� � •' ,��� - of City ordinance and state law and is subject to fines and withholding of FEMA zone A Floodploin Per FIRM 2 ' 7 8 - _ pr\ tic utilities and building permits. 8 HOA / OPEN SPACE LOTS 3 4812CO290G, Dated April 18, 2011 � o - __ ®�� ®F ��� t ` �i i' ��� 3. All corners are 1/2 inch iron rods with yellow plastic caps stamped = MOSAIC PHASE 1C 1) „ „ s SPIARSENG unless otherwise noted. �IY� TELLUS TEXAS I LLC �. 25 I 4. All lots comply with the minimum size requirements of the zoning district. ANTHONY PgLLIP5 SURVEY ^ ABSTRACT N'�. 1028f 5. All common areas, drainage easements, and detention facilities will be owned _ = � - - TRACT? 23 24 1 g JOHN M. l�l[cKIM SURVEY � A��'T][�AC°I° N�. ��� 3 5 - f Doc. No. 2021-137876 22 i and maintained by the HOA/POA. Any common areas within the City s j' - __- oPRDCT 11 21 right-of-way are required to be an HOA "X" lot. JOHN MORTON SURVEY - ABSTRACT NO. 791 / �'•, \� ,� -� _ , ' IQ 20�'' I 1 6. All common ores/HOA lots or floodplain may contain a public trail and shall CITY OF C]ELINA9 DENTON COUNTY, TEXAS provide an access easement for the public to use the trail. 1 7. I This plat does not alter or remove existing deed restrictions, if any, on this property. 8. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. OWNER / APPLICANT ENGINEER / SURVEYOR 9. A portion of this property lies within "Zone A" according to Community Panel Tellus Texas I LLC Spiars Engineering, Inc. No. 48121CO290G, dated April 18, 2011, of the National Flood Insurance Rate 5301 Headquarters Drive 765 Custer Road, Suite 100 Maps for Denton County, Texas. Suite 120 Piano, TX 75075 10. This property may be subject to charges related to impact fees and the Plano, Texas 75024 Telephone: (972) 422-0554 applicant should contact the City regarding any applicable fees due. Telephone (469) 532-0681 TBPELS No. F-2121 and No. F-10043100 11, No overhead utilities are permitted on the subject property. Contact: Justin Craig Contact: Colton Smith 12. Lots 1-28, Block A, Lots 5-15, Block B and Lots 29-33, Block E are located jcraig®tellusgroupllc.com colton.smith@sspiarsengineering.com within the FEMA Zone A floodplain. A Letter of Map Revision Based on Fill has been submitted to remove these lots from the floodplain. Scale: 1" = 80' November 2024 SEI Job No. 23-051 1 of 3 1 OWNER'S ACKNOWLEDGEMENT AND DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 0 0 STATE OF TEXAS § COUNTY OF DENTON § We the undersigned, owners of the land shown on this plat within the area described by metes and bounds as follows: BEING a tract of land situated in the Anthony Phillips Survey, Abstract No. 1028, the John M. McKim Survey, Abstract No. 889 and the John Morton Survey, Abstract No. 791, City of Celina, Denton County, Texas, being part of a tract described as Tract 1 conveyed to Tellus Texas I, LLC, by deed recorded in Document No. 2021-137876 of the Deed Records, Denton County, Texas, with the subject tract being more particularly described as follows: BEGINNING at a 5/8" capped iron rod found in the west line of said Tract 1, for the northwest corner of Mosaic Phase 1 C, an addition to the City of Celina, as recorded in Document number 2023-430, of the Official Plot Records of Denton County, Texas; THENCE, with said west line the following eleven (11) courses and distances: 1) N 12'34'46" W, 363.86 feet, to a 5/8' capped iron rod found for corner, 2) N 23'25'03" E, 85.37 feet, to a point for comer, 3) N 09'02'24" E, 282.82 feet, to a point for corner, 4) N 09'51'08" W, 93.26 feet, to a point for corner, 5) N 25'30'34" E, 76.43 feet, to a point for corner, 6) N 37'34'49" E, 96.04 feet, to a point for corner, 7) N 02'53'54" E, 59.63 feet, to a point for corner, 8) N 48'56'21" W, 73.01 feet, to a point for corner, 9) N 20'57'08" E, 57.61 feet, to a point for corner, 10) S 84'17'00" E. 73.49 feet, to a 5/8" capped iron rod found for corner, and 11) N 29'38'33" E, 196.61 feet, to a point for corner; THENCE departing said west line, over and across said Tellus Texas tract, the following twenty (20) courses and distances: 1) S 43'07'51" E, 33.42 feet, to a point for corner, 2) S 41'54'26 E, 55.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 3) S 01'19'11" W, 13.67 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 4) S 45'34'33" E, 111.30 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 5) Around a tangent curve to the left with a central angle of 01'52'29", a radius of 275.00 feet, a chord of S 46'30'47" E - 9.00 feet, an arc length of 9.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 6) N 48'12'54" E, 148.23 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 7) S 46'36'13" E, 62.98 feet, to a 1/2" capped "SPIARSENG" iron rod, for comer, 8) Around a tangent curve to the left having a central angle of 05'23'06", a radius of 800.00 feet, a chord of S 49'17'46" E - 75.16 feet, an arc length of 75.19 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 9) Around a compound curve to the left having a central angle of 18'28'39", a radius of 1495.00 feet, a chord of S 61'13'39" E - 480.04 feet, an arc length of 482.12 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 10) S 70'27'58" E, 206.72 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 11) S 19'32'02" W, 2.10 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 12) Around a tangent curve to the left having a central angle of 05'00'00", a radius of 200.00 feet, a chord of S 17'02'02" W - 17.45 feet, an arc length of 17.45 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 13) S 14'32'02" W, 110.89 feet, to a 1/2" napped "SPIARSENG" iron rod, for corner, 14) S 70'27'58" E, 124.53 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 15) N 62-02-02" E, 13.51 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 16) S 70'27'58" E, 50.19 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 17) S 27'57'58" E, 14.75 feet, to a 1/2" capped "SPIARSENG" iron rod, for comer, 18) S 70'27'58" E, 43.93 feet, to a 1/2" capped "SPIARSENG" iron rod, for comer, 19) Around a tangent curve to the right having a central angle of 03*45'11", a radius of 1025.00 feet, a chord of S 68'35'23" E - 67.13 feet, an arc length of 67.14 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, and 20) Around a reverse curve to the left having a central angle of 27'55'17", a radius of 775.00 feet, a chord of S 8940'26" E - 373.95 feet, an arc length of 377.67 feet, to a 1/2" capped "SPIARSENG" iron rod, for a north corner of said Mosaic Phase 1C; THENCE, with the line of Mosaic Phase 1 C, the following twenty-six (26) courses and distances: 1) S 04'38'04" E, 49.99 feet, to a 1/2" capped "SPIARSENG" iron rod; for corner, 2) S 50'49'06" E, 14.32 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 3) S 06'33'18" E, 71.14 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 4) S 11'56'38" W, 15.76 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 5) Around a non -tangent curve to the right having a central angle of 00'21'33", a radius of 1091.00 feet, a chord of S 84'24'10" W - 6.84 feet, for an arc length of 6.84 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 6) S 84'34'57" W, 93.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 7) Around a tangent curve to the right having a central angle of 02'15'50", a radius of 241.00 feet, a chord of S 85'42'52" W - 9.52 feet, an arc length of 9.52 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 8) Around a non -tangent curve to the right having a central angle of 03'32'51 ", a radius of 2856.00 feet, a chord of S 05'39'37" E - 176.80 feet, an arc length of 176.83 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 9) S 03'53'11" E, 63.89 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 10) S 86-06-49" W, 146.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 11) S 03*53'11" E, 66.33 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 12) N 81'31'54" W, 120.20 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 13) N 85'17'01" W, 62.69 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 14) N 89'13'04" W, 68.53 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 15) S 87'17'06" W, 70.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 16) S 81'29'35" W, 82.66 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 17) S 79'37'24" W, 725.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 18) S 74'52'29" W, 79.61 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 19) S 63'27'39" W, 82.02 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 20) S 55'41'45" W, 56.24 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 21) N 12'34'46" W, 156.45 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 22) N 17'59'33" W, 50.00 feet, to a 1/2" capped "SPIARSENG" iron rod, for comer, 23) Around a non -tangent curve to the right having a central angle of 05'24'47", a radius of 275.00 feet, a chord of S 74'42'50" W - 25.97 feet, an arc length of 25.98 feet; 24) S 77'25'14" W, 89.34 feet, to a 1/2" capped "SPIARSENG" iron rod, for corner, 25) N 57'3446 W, 14.14 feet, to a 1/2 capped SPIARSENG iron rod, for comer, and 26) S 77'25'14" W, 120.00 feet; to the POINT OF BEGINNING, with the subject tract containing 1,565,115 square feet or 35.93 acres of land. That TELLUS TEXAS I, LLC, acting herein by and through its duly authorized officer, does hereby adopt this final plat designating the herein above described property as MOSAIC PHASE 2A, an Addition to the City of Celina, Texas, and does hereby dedicate to the public use forever by simple fee title, free and clear of all liens and encumbrances, all streets and alleys and to the public use forever easements for sidewalks, storm drainage facilities, floodways, water mains, wastewater mains, and other utilities and facilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land to dedicated. Further, the undersigned covenants and agrees that they shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown except that landscape improvements may be installed, if approved by the City of Celina. At no point shall any overhead utilities be installed on the subject property. The City of Celina and public utility entities shall have the right of access and maintain all respective easements without the necessity at any time of procuring permission from anyone. By: TELLUS TEXAS I, LLC oe Owner: Title: Date: STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, a undersigned, a Notary Public in and for The State of Texas, on this day personally appeared okyIDtLO111Vi known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and considerations therein expressed and in the capacity therein stated. 41 GIVEN UNDER MY HA AND SEAL OF OFFICE this the 4 day of 2024. 1 Notary Public, State of Texas Tina Louise Sauseda " My Commission Expires 9/4/2026 Notary ID 3170749 J_ SURVEYOR'S CERTIFICATE That I, Scott F. Ammons, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Celina, Texas. Dated this the 5 I day of t)e_C_e_M 6Zt- 2024. �p�E OF e-` �sEPF •,9tP SCOTTFq.. ...., ..........MMN` SCOTT F. AMMONS, R.P.L.S. NO. 6550 @ 6550.......: I.'-- STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Scott F. Ammons, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEA OF OFFICE this the 5 day of bP.uemY112G c , 2024. --- -- EC&N Faith Nicole Sourber My Commission Expires 8/1112025 Notary Public, State of Texas33zezo e LENDER: STATE OF TEXAS § THIRD COAST BANK, COUNTY OF DENTON § a Texas state bank formerly known as Third Coast Bank SSB BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared -rim _NIA P,I*X0N known to me to be the person and officer whose name is subscribed to the foregoing By:� instrument, and acknowledged to me that he/she executed the same for the purposes and considerations therein expressed and in Owner:Ver/r�aK� fi�"��'y the capacity therein stated. Title: 5VP GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2rw6Q,r 2024. Date: U 1011 y Nota ublic, State of Texas • Leslie K Thompson My Commission Expires • � Noll, ty 11 '686 610 CERTIFICATE OF PLAT APPROV eelopment Official Date Celina, Texas Witness by hand this_[J�_day of2024 City Secretary City of Celina, Texas FINAL PLAT 35.93 GROSS ACRES, 8.816 ROW ACRES RESIDENTIAL c OUTOFTHE ANTHONY .O ! .' SURVEY ABSTRACT i .. NO. O 1024, ABSTRACT 89 ABSTRACT O. 791 CITY OF CELINA, DENTONCOUNTY, OWNER / APPLICANT Tellus Texas I LLC 5301 Headquarters Drive Suite 120 Plano, Texas 75024 Telephone (469) 532-0681 Contact: Justin Craig jcraig@tellusgroupflc.com ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0554 TBPELS No. F-2121 and No. F-10043100 Contact: Colton Smith colton.smith@spiarsengineering.com November 2024 SEI Job No. 23-051 2of3 Lot Area Table Lot # Block # Square Feet Acreage 1 A 10,332 0.237 2 A 9,100 0.209 3 A 9,100 0.209 4 A 9,466 0.217 5 A 9,832 0.226 6 A 9,318 0.214 7 A 9,427 0.216 8 A 9,427 0.216 9 A 9,427 0.216 10 A 9,427 0.216 11 A 9,427 0.216 12 A 9,427 0.216 13 A 9,427 0.216 14 A 9,318 0.214 15 A 11,781 1 0.270 Centerline Table Line # Bearing Distance L1 N 4812'54" E 21.13' L2 N 86'55'20" E 33.89' L3 N 03'04'40" W 101.42' L4 N 19'32'02" E 17.71' L5 N 19'32'02" E 17.71' L6 N 78'52'34" E 63.59' L7 S 70'47'28" E 59.54' L8 N 8614'10" E 31.94' L9 N 8614'10" E 123.21' E E F Lot Area Table Lot # Block # Square Feet Acreage 16 A 9,569 0.220 17 A 8,248 0,189 18 A 8,248 0.189 19 A 8,248 0.189 20 A 8,248 0.189 21 A 8,248 0,189 22 A 8,248 0.189 A 8,248 0.189 L2523 A 8,248 0.189 A 8,463 0.194 26 A 8,788 0.202 27 A 8,431 0.194 28 A 7,987 0.183 29 A 7,987 0.183 30 A 10,020 0.230 Lot Area Table Lot # Block # Square Feet Acreage 1 B 9,440 0.217 2 B 8,379 0.192 3 B 8,379 0.192 4 B 9,039 0.208 5 8 9,013 0.207 6 B 8,625 0.198 7 B 8,625 0.198 8 B 8,625 0.198 9 B 8,625 0.198 10 B 8,625 0.198 11 B 8,625 0.198 12 B 10,228 0.235 13 B 9,587 0.220 Lot Area Table Lot # Block # Square Feet Acreage 14 B 8,120 0.186 15 B 6,766 0.155 16 B 6,766 0.155 17 B 6,766 0.155 18 B 6,959 0.160 19 B 7,207 0.165 20 B 7,465 0.171 21 - B 7,263 0,167 22 B 6,856 0.157 23 B 6,760 0.155 24 B 6,663 0.153 25 B 7,819 0.180 Lot Area Table Lot # Block # Square Feet Acreage 1 C 7,750 0.178 2 C 6,500 0.149 C 6,500 0.149 F43 C 6,500 0.149 5 C 6,840 0.157 6 C 7,203 0.165 7 C 7,021 0.161 C 6,748 0,155 L108 C 6,748 0.155 C 6,748 0.155 11 C 9,108 0.209 12 C 8,091 0.186 13 C 7,382 0,169 14 C 7,647 0.176 15 C 7,804 0.179 16 C 7,832 0.180 17 C 7,466 0.171 18 C 6,966 0.160 19 C 6,966 0.160 20 C 8,216 0.189 Lot Area Table A[BI Square Feet Acreage 1 D 5,912 0.136 2 D 4,800 0.110 3 D 4,800 0.110 4 D 4,800 0.110 5 D 5,116 0.117 6 D 5,311 0.122 7 D 5,311 0.122 8 D 5,301 0.122 9 D 5,060 0.116 10 D 5,202 0.119 11 D 6,209 0.143 12 D 5,538 0.127 13 D 5,572 0.128 14 D 5,483 0.126 15 D 5,126 0.118 16 D 4,880 0.112 17 D 5,025 0.115 18 D 6,248 0.143 Centerline Curve Table Centerline Curve Table Length Radius Delta Angle Chord Bearing Chord Distance Curve # Length Radius Delta Angle Chord Bearing Chord Distance r 56.85' 305.00' 10'40'44" N 0714'24" W 56.76' 300.00' 15"11'02" N 10'40'11" W 79.27' 529.04' 1805.00' 16'47'35" N 06'29'45" E' 527.14' FC179.50' 200.34' 350.00' 32'47'44" N 01'51'50" V 197.61' C3 59.86' 500.00' 6'51'35" N 18-19'20' E' 59.83' 169.33' 2735.00' 3'32'51" N 05'39'37" W 169.31' C4 55.70' 1000.00' 311'28" N 20'09'24" E' 55.69' C20 157.80' 750.00' 12'03'17" N 01 *24'23" W 1 57.50' C5 rC6 133.59' 1800.00' 415'09" N 20*41'14" E' 133,56' C21 114.79' 500.00' 13'09'16" N 06'00'08" W 114.54' 133.00' 300.00' 25'24'06" N 35'30'51" E' 131.92' C22 515.64' 1490.00' 19'49'41" N 10'29'21" E' 513.07' C7 82.13' 300.00' 15'41'05" N 53'25'05" W 81.87' C23 85.14' 300.00' 16*15'37" N 28'32'00" E' 84.85' C8 55.56' 300.00' 10'36'43" N 55*57'17" W 55.48' C24 140.87' 500.00' 16'08'31" N 02*18'20" W140.40' C9 570.70' 1650.00' 19'49'03" N 60'33'27" W 567.86' C25 318.33' 1180.00' 15'27'24" N 13'29'38" E' 317.37' C10 65.50' 1000.00' 3*45'11" N 6835'23" W 65.49' C26 191.51' 500.00' 21'56'42" N 00'35'45" E' 190.34' C11 392.54' 800.00' 28'06'49" N 80'46'12" W 388.62' C27 120.95' 870.00' 7'57'56" N 15'33'04" E' 120.86' C12 26.64' 300.00' 5*05'17" N 69'27'49" E' 26.63' C28 132.52' 346.00' 21'56'42" N 00'35'45" E' 131.71' C13 194.01' 875.00' 12'42'14" N 7316'17" E' 193.61' 716.00' 757'56" N 15'33'04" E' 99.46' C14 63.70' 500.00' 717'56" N 8316'22" E' 63.65' rC299.54' 105.88' 200.00' 3019'58" S 8557'27" E' 104.65' C15 53.93' 300.00' 1017'58" N 02'04'20" E' 53.86' 60.14' 150.00' 22'58'21" S 8216'39" E' 59.74' C16 53.93' 300.00' 1017'58" N 02'04'20" E' 53.86' C32 65.73' 48.00' 78*27'15" N 4218'17" W 60.71' Lot Area Table Lot # Block # Square Feet Acreage 21 E 8,207 0.188 22 E 7,800 0,179 23 E 7,800 0.179 24 E 7,967 0.183 25 E 8,061 0.185 26 E 8,010 0.184 E 7,990 0.183 r29 E 8,006 0.184 E 7,983 0.183 30 E 8,082 0.186 31 E 8,004 0.184 32 E 8,020 0.184 33 E 8,181 0.188 34 1 E L 9,399 0.216 Lot Line Table Line # Bearing Distance 1-10 N12'946'W 279.89' L11 S18'50'52"W 161.24' L12 S4812'54"W 20.46' L13 N86'41'05"E 13.45' L14 S30'33'28"W 14.59' L15 N57'31'52"W 14.15' L16 N09'32'55"W 14.97' S7847'51"W 13.25' rLlL1 N34'37'24"E 14.14' N5522'36"W 14.14' L20 N20'40'53"W 15.18' L21 N68'06'58"E 13.25' L22 S34'37'24"W 14.14' L23 N5522'36"W 14.14' L24 N2551'34"W KM L25 S64'07'02"W 14.04' Lot Area Table Lot # Block # Square Feet Acreage 21 S 10,804 0.246 22 S 8,080 0,185 23 S 7,800 0.179 24 S 7,800 0.179 25 S 7,800 0.179 26 S 7,800 0.179 27 S 7,800 0.179 28 r29 S 7,800 0.179 S 7,800 0.179 30 S 7,800 0.179 31 S 7,800 0.179 32 S 7,800 0.179 33 S 7,800 0.179 34 S 8,376 0.192 35 S 10,915 0.251 36 S 12,536 Lot Line Table Line # Bearing Distance L26 N52'06'35"W 15.88' L27 N88'58'45"W 15.75' L28 N6111'18'E 15.81' L29 S81'56'30"E 15.81' 330 N41'55'08"E 14.14' L31 S48'04'40"E 14.14' L32 S02'06'34"W 15.33' L33 N32'00'36"W 16.04' L34 L35 N27'57'58"W 14.75' N62'02'02'E 13.51' L36 N37'20'37"W 15.33' L37 S5016'44"W 13.33' N11'42'26"E 15.54' rL38 L39 N2510'17"W 16.08' L40 N12'29'04"E 15.60' L41 N24'31'00"w 16.02' Easement Line Table Line # Bearing Distance L42 S70'27'58"E 10.08' L43 N14'32'02"E 10.04' Lot Area Table Lot Block Square Feet Acreage 5 T 6,241 0.143 6 T 4,923 0.113 7 T 4,807 0.110 8 T 4,800 0.110 9 T 4,800 0.110 10 T 4,819 0.111 11 T 6,444 0.148 12 T 7,901 0.181 13 T 7,004 0.161 14 T 6,417 0.147 15 1 T 1 6,892 1 0.158 Lot Curve Table Curve # Length Radius Delta Chord Bearing Chord Distance C33 62.44' 335.00' 10'40'44" S071424"E 62.35' C34 437.19' 1835.00' 13'39'03" S0455'29"W 436.16' C35 65.65' 530.00' 7'05'51" S1517'56"W 65.61' C36 126.31' 1825.00' 3'57'56" S20'49'50"W 126.29' C37 144.09' 325.00' 2524'06" S35'30'51"W 142.91' C38 25.59' 145.00' 10'06'48" S27'36'15"W 25.56' C39 657.44' 1645.00' 2253'56" S11'05'53'W 653.07' C40 65.76' 500.00' 7'32'06" S04756'12"E 65.71' C41 465.53' 1335.00' 19'58'47" S10'33'54°W 463.18' C42 79.21' 345.00' 13'09'16" S06'00'08"E 79.03' C43 226.01' 1025.00' 12'38'00" S12'04'56"W 225.55' C44 97.20' 345.00' 16'08'31" S0218'20"E 96.88' KC45 50.07' 40.00' 71'032" N38'56'25"W 46.87' C46 71.44' 40.00' 10219'32" S48'05'06"W 62.31' C47 48.12' 40.00' 68'55'36" S47'04'06"E 45.27' C48 61.06' 40.00' 8727'35" N50'02'02"W 55.30' Lot Area Table Lot # Block # Square Feet Acreage 16 T 8,435 0,194 17 T 3,455 0.079 T 2,376 0.055 T 2,407 0.055 r2O T 2,432 0.056 T 2,944 0.068 T 2,962 0.068 23 T 2,478 0.057 24 T 2,486 0.057 25 T 3,490 0.080 Lot Area Table Block Square Feet Acreage U 2,880 0.066 r27 0.055 U 3,496 0.080 29 U 3,532 0.081 30 U 2,400 0.055 31 U 2,400 0.055 32 U 3,937 0.090 33 U 4,552 0.104 34 U 2,732 0.063 35 U 2,642 0.061 36 U 2,569 0.059 37 U 2,501 0.057 38 U 2,451 0.056 39 1 U 4,058 0.093 Boundary Line Table Line # Bearing Distance BL1 N23'25'03"E 85.37' BL2 N09'51'08"W 93.26' BL3 N25'30'34"E 76.43' BL4 N37'34'49"E 96.04' BL5 N0253'54"E 59.63' BL6 N4856'21"W 73.01' N20757'08"E 57.61' FBL8L7 S8417'00'E 73.49' N29'38'33"E 196.61' BL10 S43'07'51"E 33.42' 81-11 S41'54'26"E 55.00' BL12 S0119'11"W 13.67' BL13 S4534'33"E 111.30' BL14 N4812'54"E 148.23' BL15 S46'36'13"E 62.98' BL16 S19'32'02"W 2,10' BL17 S14'32'02"W 110.89' 131-18 S70'27'58"E 124.53' BL19 N62'02'02"E 13.51' BL20 50.19'BL21 ?S70*27'58"E 27'57'58"E 14.75' BL22 S70'27'58"E 43.93' Common Area Table ot # Block # Acres 1X F11 X 1.170 9X D 0.039 20X D 0.040 21 X C 0.087 26X 1 T 0.085 26X B 0.088 27X T 0.135 31X A 0.090 Boundary Line Table Line # Bearing Distance BL23 SO4'38'04"E 49.99' BL24 S50'49'06"E 14.32' BL25 S06'33'18'E 71.14' BL26 S11'56'38"W 15.76' BL27 S84'34'57"W 93.00' BL28 S03'53'11"E 63.89' BL29 S86'06'49"W 146.00' S03'53'11 "E 66.33' rBL3O N81'31'54"W 120,20' L32 N8517'01"W 62.69' B 333 N8913'04"W 68.53' BL34 S8717'06"W 70.00' BL35 S81'29'35"W 82.66' BL36 S74'52'29"W 79.61' BL37 S63'27'39"W 82.02' BL38 S55'41'45"W 56.24' BL39 N12'34'46"W 156.45' BL40 N17 59'33"W 50,00' BL41 S7725'14"W 89.34' BL42 N57'3446"W 14.14' BL43 S7725'14"W 120.00' Boundary Curve Table Curve # Length Radius Delta Chord Bearing Chord Distance BC1 9.00' 275.00' 1'52'29" S46'30'47"E 9.00, BC2 75.19' 800.00' 5'23'06" S4917'46"E 75.16' BC45' 200.00' 5'00'00" S17'02'02"W 17.45' BC4 67.14' 1025.00' 345'11" S6835'23"E 67.13' BC5 6.84' 1091.00' 0'21'33" S84'24'10"W 6.84' BC6 9.52'F2856.00' 215'50" S85'42'52"W 9.52' BC7 176.83' 3'32'51" S0539'37'E 176.80' BC8 25.98'1 5*2447" S74'42'50"W 25.97' FINAL PLAT 35.93 GROSSACRES, 8.816 ROW ACRES I 58 RESIDENTIAL LOTS OUTOFTHE ANTHONY hI''S SURVEY - ABSTRACT NO.1 0_V JOHN M. cKIM SURVABSTRACT 889 CITY OF CELINA, DENTONI, ,l TEXAS OWNER / APPLICANT Tellus Texas I LLC 5301 Headquarters Drive Suite 120 Plano, Texas 75024 Telephone (469) 532-0681 Contact: Justin Craig jcraig@tellusgroupllc.com ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0554 TBPELS No. F-2121 and No. F-10043100 Contact: Colton Smith colton.smith@spiarsengineering.com 3of3 November 2024 SO Job No. 23-051