Loading...
SB0107A0=58'13'59" T= 545.83' R=980.00' L=996.03' ChB=N66'46'16"E ChD=953.71' TRACT 1 TELLUS TEXAS I, LLC _ DOC. NO. 2021-137876 0.R.D.C.T. S84'06'45"E 326.96' - - - _ _ POINT OF 5i8" IRON ROD M -- ------ BEGINNING------- <CM> 224.55 - �` F-- -- - __ _ SUNRISE C9 =� - - - - _ S83'22'34"W - - - - - -----SUNRISE _ LANE a 1479.6$ N84'Q6'45"W 76 56' - --79.58'- 28 '-I-- N' 7146205 49 70.00' M CIO E:2473334.23 74094 �g1.8T 7.5' UE 70.001 _ - �i - 70.00'- C�1 25 25' W 3 r SWE 67.33'- 7 o a N -No _ 3 1.99 T4 50j 7.5' UE 0 1 �^ 1162 ro o 3 o -dg ^ -� o hM 4 .r^7 0 coo `� `� ^ 5 3 O to cn M 0 � 0 6 "�a' 7 o _ ,LO v, r) to F) 8 _ 1' SWE 9.05' N vi O 73' 59 26' 2 78. 1.98 47.12' 7.5 UE N SB6'39'13"W N87'13'00"W 70.00' Ni w 87.78' 59.26' 47.12 I 46.82 70.00' aN70.00 N84'06'45"W S 70.p0' 88'05'32"E $7.26' o 70 46.82' 46.82' 46.82' 3 69.04' 18.23' I r 16 P t2 15 ;? 0 14 0 0 w O V SWE N z z^ to z ku nQ 12 =-o v1b w 1 1n o j 1 .1- 0 1n in z z to U) n 10 h rN 9 a 4 1.79' Z ^ z ^ ^ (71 Tj3-68.56'_-67.89'- -68.16 7,5' UE TRACT 1 ` TELLUS TEXAS I, LLC `70.00'-- r SWE DOC. NO. 2021-137876 N-70.00'- 16.34' _-70.Oo 68.8B, �_ " 48.66'` 12.42' N 149.16�'N64'O6 45 W 326.82- --- LINEAR `74.40 C5 ` DRIVE " ,n , 177.66' �'�- _} N ' c Ti 5.88fir �1h t' swE C14 25' zs' 6 * l n - 117.42' a 1 1' SWE 98.43' v -4 � I !*: * * CD 25.22' NO'08'05"WJ to r16 1 "' 22 25' 25' I -p UD 91.09' S84'30'25"W 9 1 130.00' 6.37' o o'. 0 wo N �, nN1 N84.30 25" E I e� - tO00 I 2 CD 130.00' o S84'55'25"W �4 . - �" N5'28'37"W 7.5' UE I 7.5' UE 130.07 17.67' 60.00' S84'30'25"W 0 21 $ N N N 2 3 129.97 O S85'36'21 "W I N84'30'25"E o Ln o 0.00' " 50.00' 3 0 i 13 m ss4.3o 25 w S5'29'35"E W O S84'30 M 0 130.00' 1' SWE 100.00' S71'22'02"W N5'27'40"W 25 N o 2D �, b � bD 70.71' 60.00' 130.00' o 0 3 cn o 2.18' S63'42'31 "W Ns4.3o'25"E N n �, 4 r,, 130.00 � S84'30'25"W 57.51' 1.38 I 22.03' w 130.00 N5'29'35"W 1 g �, Ln L S84'30'25"W S56'50'21"W 60.00' 130.00' 4 7.5 UE �� 57.51' a CO.N84'30'25"E `I � 5 130.54 m S$1.p6'52"W \-s49*58'11 "W ` `° 130.06 57.51' TRACT 1 N6'48'54"W ,1B"W P 18 �, TELLUS TEXAS I, LLC ' s81' 0 N1 N N M 85 0' 64.95 DOC. NO. 00 m N79•45'o1"E m N 0.R.D.C.T. n 6 ml 130.46' 577.50'28"W N � U, 130.00' N9'20'32"W 579.23'39"w 0)17 20.32' U1 I 64.84 130.00' '61 „ �, w s J N7130.40 w a, �, -5 p5"W M 7 13p4°, U) N11'52'10"W 576.5TOOIs ` \ 16 13.02' N p, 7 S 64.84 130.0° � � Za"� �, o m 1 N7 1300, a t'8.95' S19'12'13"E 8 zs ue Al 0 s71t3o oo' 100.00' ' 8"W 15 5.74' N N14'23'41"W s�^'z°3°' 8 w 64.84' 130'o �10 � N71•°;13� LO y "w g 1 130 510 4T 47 jp "W o 10.99' 26 14 N j' 130 0° N N16'55'28"W s71'4o00, ; a i4.so' 9 18.26 " 64.84' 1� \ N7840'40 E Lp 10 134.31 z N .57 9 35 7.5 UE w LA 1' SWE 1' SWE 0 N o N 16'25'20"W S52.05'35, W ; I 0) 3 0'.N 10 62.22 130.00 0o to. 20.53' -� N89'26 54" E ,43 W n 141.80' S77.47 ' n 145 56 7.5' UE 1 • SWE w N5'14'18"E 11 25' 25' � am 65.95' 1' SWE 7.5• UE N ° 12 ----- 10.68 I ` cn m 11 p 122.42'` 10 - . N I " � " N 29.88'� � A --___ 88.78' cj t SWE 46.55'- r`zs' UE T18 ' N 2 33 35 E N _ c19 _ _ 149.51 - - 50.00 N _ 126.41' PERPETUA DRIVE 0=7'09'51„ N87.44'19"W 208.74' T=61.03' N N87'4419"W 200.61' 4 R=975.00' A=7'27'44" L=121.91 T=79.89' ChB=N83'51'30"W R=1225.00' TRACT 1 N44'12'18"W 14.50' ChD=121.83' L=159.55' TELLUS TEXAS I, LLC DOC. NO. 2021-137876 ChB=N84'00'27"W 0.R.D.C.T. ChD=159.43' / 9 ' / -106 .a 8.95'- r SWE i �a 5 � •-. a �p crt 10X 1 I 2 I 3 © CREEKS OF LEGACY WEST PHASE 2 CABINET 2020, SLIDE 80 P.R.D.C.T. RIGHT-OF-WAY DEDICATION _ CITY OF CELINA DOC. NO, 2008-9521 O.R.D.C.T. POINT OF rCOMMENCING TRACT 1 TELLUS TEXAS I, LLC DOC. NO. 2021-137876 O.R.D.C.T. 60 30 STREET 10' ROW - - -1'SWE o /----7.5'LIE w I TYPICAL 10'X10' 3 ROW CORNER CLIP 0� I w N.T.S. 3 GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. 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. SBO107A G01, S179 C49, PID68 120 CAREY RD FM PROJECT LOCATION 10 t z D c0i PARMN RD PROSPER TRL PROSPER RD 29 NORTH M:Fpj� LOCATION MAP NOT TO SCALE KEYMAP 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 SWE = SIDEWALK EASEMENT = DENOTES KEY LOT = DENOTES DRIVEWAY LOCATION = DENOTES DRIVEWAY LOCATION RESTRICTION PER ENGINEERING STANDARDS SECTION 4.05.C.12.G = 100 YEAR FEMA FLOODPLAIN CITY PROJECT NO. 22-2334 FINAL PLAT MOSAIC PHASE 113 983680 - A0889A J MCKIM, TR 2A, 21.889AC/PART 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' 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 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 ENGINEER PAPE-DAWSON ENGINEERS 6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494 TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194340 CONTACT: MICHAEL DOWDEY EMAIL: MDOWDEY®PAPE-DAWSON.COM Filed for Record in the Official Records of. - Denton County On: 8/11/2023 11:12:02 AM In the PLAT Records MOSAIC PHASE 18 Doc Number: 2023_Y84 Number of Pages: 4 Amount: 200.00 Order#: By: LV 1 OF 4 A=58'13'59„ T=545.83' R=980.00' L=996.03' ChB=N66'46'16"E Ch1)=953.71' II , '` I I c>> �9 "�g• � � � 2 I -_ I I 10' COSERV EASEMENT / ��' i 7.5' UE N N GRAPHIC SCALE I DOC.NO.2013-16579 /19' 01. 8 p 60 30 0 60 120 IA - I I03. �` j V SWE ( IN FEET } I I 0�� / s �`: 1 inch = 60 ft. I �� a� 6 `n a6 �o "0% 99 /1°�' 30.7.s " 0 1 p6.12 I I ita°• s�Q• 5 F e$• 5j5.ga•5" TRACT 1 TELLUS TEXAS I, LLC ( / >` ems, ��3 ho'SB�� DOC. NO. 2021-137876 I l 9a6 F Za�S 56gg1.25 No 0.R.D.C.T. I I / sus 4 17.64' .� y 9 6l I / >�Q ��• .� 0<01 10' COSERV EASEMENT //' p'1 / 3 16.22' O'� 1 O O >z DOC. NO. 2013-16579 O}• SQ %. a O.R.D.C.T. / Qs, 5 Cry O �• (TO BE ABANDONED 1 t"s: S5$696 Q BY THIS PLAT) Q 16�. Za 11 fy O ,•- 9. 4 I 7.5' UE S and 14.80 / S g c'�5 rO Z 12 �. • g'I ag E-.-.------- ------ �0 /3 �js 69> >j 0 V SWE 04 o.��' • 0� �� Ab1 10' COSERV EASEMENT -47.57' 0° Aj� �!c �+� 13 �. DOC. N02013-16579 O.R.D.C.T.. / 6.29 1 �R ',h Q �s // ❑ OO \ '2 •QQ• 1 SWE 4.0. • / / ,� i' SWE 0 q o� 14 � T8 N37'39'16"E 30- ^ ti" 3. AA. ha°'� �T�A. `'pry 5 341.29' / 30 ' o°/ \ N q'yQ 41 h ?o S2• F ;�C O �P s oo 01 _ 24.55' f'E �h -76.56' - JIC •79.58'- 28.08' � 44.981_ 7.5' UE 5 25' W 1 2 �? ca 0 o V) M M 3 r- o p t�D N V) .- in � M E O � = 1' SWE 9.05' C) 78.73' 59.26' 21.98' 47.12' on S86'39.13"W N87"13'00"W 701 12 87.78' 59.26' • (A 90 ot 3 0 16 �0 15 W •`nQ tOo 14 o z u� •- z ;n .- z w 1.79' p 00 --68.56 Tj3 67.89- 68.16'-- _. N - 8.88' 12.42' N 149,16' T'2 v C5 T1 5.88' li4.i6 t' 25' ' 25' 6 o o 0 -4 1 NO'08'05"W -/ 91. 09' S84.30-25"W F'_,I 130.00- 6.3: w u 1'' -1 N ODD, m to 2 STREET 10' ROW -1'swE 7.5'UE � I / W I TYPICAL 10'X10' ROW CORNER CLIP (K I N.T.S. I� CAREY RD PROJECT LOCATION o z Z 00 U PARVIN RD PROSPE71L PROSPER RD NORTH LOCATION MAP NOT TO SCALE 4 p� I i ❑ I; .� oA�, 8 7.5' UE > 'Q• `{ N5 28 37» W 7.5' UE 4 I</ \ IT .0i�/ ,y 00, 60.00' S8,V30`25W l/ i' SWE `��,. » 129.97 t%,� 3 S85 3s 21 w LEGEND l3ooOgR� p boo qoo, s �S. / $•��F O PC 50.00 3 0.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS y� 1' SWE ; %I O° \ 6 T9 2s. yy S 2 , i S71'22'02"W N5'27'40"W D.R.D.C.T. =DEED RECORDS DENTON COUNTY TEXAS h• zs' LIE 9� / '{y �,�•• S84'30'25"W 3 ?�, P.R.D.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS / a 1 s 70.71 60.00 130.00 ss2�o' ,.�� 15.61' \69 o°Q•�F` . » DOC. NO. = DOCUMENT NUMBER 40' PRIVATE MUTUAL '3Q O o ��,°j 5 •-y. '66, S63 42 31 W 4 © = 5/8 IRON ROD FOUND WITH CAP STAMPED ACCESS EASEMENT \ DOC. No. 2013-303 -QQ. F O° ^�� '\Qj \ 57.51 ! ) P.R.D.C.T. 7.5' UE o c+ 1 . » "RPLS 5674" (UNLESS OTHERWISE. NOTED! / 2 �^��o o S56 50 21 W N5 2 60.00 " (/ • _ 5/8" IRON ROD SET WITH CAP STAMPED \ 3O o° ss?• 1 6 pp �o�. �o• 57.51' 130.00' "RPLS 5674" (UNLESS OTHERWISE NOTED) 1' SWE <CM> = CONTROLLING MONUMENT tih ti S49'58'11 "W m 5 ROW = RIGHT-OF-WAY 57.51 TRACT 1 rn N6 48 54» W 581'S5,18"1 HOA = HOMEOWNERS ASSOCIATION \ -\C , ifi \ I .tx� TELLUS TEXAS I, LLC 64.95 130.06 UE = UTILITY EASEMENT S53 45 26SWE = SIDEWALK EASEMENT "W DOC. NO. 2021-137876 U)O ?0 7V UE d ��.Ib I T3 . 0.R.D.C.T. _ �l/ \ •OO, oo'�l h p I I \ 94.80 M6 =DENOTES KEY LOT ^� I l \ S57'30'58"W --I< \50.00' N9 20 32 W 579.23.34 =DENOTES DRIVEWAY LOCATION N493745W 64.84 130.0 = DENOTES DRIVEWAY LOCATION 64.87 RESTRICTION PER ENGINEERING \ \ /A> \ \ ( I \ 0 7 STANDARDS SECTION 4.05.C.12.G 10 COSERV EASEMENT \ ZONE X = 100 YEAR FEMA FLOODPLAIN DOC. NO. 2013-16579 \ ��.=m.•--�- O.R.D.C.T. \ N11'52'10"W 5 S76• 64.84' 13 TEMPORARY STREET EASEMENTCITY PROJECT NO. 22-2334 (DEDICATED BY THIS PLAT) \ - FINAL I (EXPIRES WHEN STREET IS ` I I \` A N A L PLAT EXTENDED IN FUTURE PHASE) C1Q vQS \ \ �y \ N1 4'23'41 "W 15 Oo 2 I I\ \ 64.84' MOSAIC PHASE 113 I I \ \ �, 21.889 ACRES 7�� `' �, I I \ \��. 75 RESIDENTIAL'/LOTS N16'5528"W AN ADDITION TO THE CITY OF CELINA v 1 I \ 64.84' JOHN M. McKIM SURVEY, ABSTRACT NO. 889 v m�� II I I \ DENTON COUNTY, TEXAS �`p�\�9� II I I \ JULY 2023 SCALE: 1 "= 60' A40' PRIVATE MUTUTAL ACCESS EASEMENT - \ 9�i1\2 ( I DOC. No. 2013-303 290 Opp C -� I 40• ACCESS EASEMENT \ N1625'20"W OWNER/DEVELOPER NO.2012-138955 \ 62.22' TELLUS TEXAS I, LLC O.R.D.C.T. \ 130 N. PRESTON ROAD, SUITE 130 PROSPER, TEXAS 75078 ' CONTACT JUSTIN CRAIG \ EMAIL : jcraig@tellusgroupllc.com GENERAL NOTES: \ PHONE :469-532-0689 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE \ SURVEYOR (4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID TRACT 1 \ 'r SP.O.BOX575 I WAXAHACHIE, TEXAS 75168 COORDINATES. TELLUS TEXAS I, LLC \ <CM> fix214.903.8200 1 TBPELS FIRM NO.10194367 2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO. DOC. NO. 2021-137876 \ N-. 7143779.83 S U R V E Y I N G I N F 0@ A X I S- S U R V E Y. C O M 48121CO29OG DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON 0.R.D.C.T. \ E:2473370.78 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. CITY OF CELINA PARVIN ROAD 5. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD RIGHT-OF-WAY DEED Filed for Record CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. DOC. NO. 2022-24205 (EX. VARIABLE WIDTH ENGINEER in the Official Records Of: 6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND 0.R.D.C.T. RIGHT-OF-WAY) Denton County MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED ® eDAWSON On: 8/11/202311:12:02 AM TO BE AN HOA "X" LOT. / M the PLAT s MOSAIC PHASE SE 1B18 7. ALL COMMON AREA/HOA LOTS OR FLOODPLAIN MAY CONTAIN A PUBLIC TRAIL AND SHALL PROVIDE AN FOR ENGINEERS Doc Number: 2023-284 ACCESS EASEMENT FOR THE PUBLIC TO USE TO THE TRAIL. JOHN M. McKIM SURVEY - ABSTRACT NO. 889 Number of Pages: 4 8. NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY P, ROBERTS SURVEY - ABSTRACT NO. 1115 Amount: 200.00 ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING 6105 TENNYSON PK9WY, STE 210 I PLANO, TX 75024 1 214A20.8494 Order#: PERMITS. TEXAS ENGINEERING FIRM N470 1 TEXAS SURVEYING FIRM #10194390 By: LV PROSPER MEADOWS LP INDEPENDENT SCHOOL DISTRICT 9. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING. DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. PROSPER CONTACT: MICHAEL DOWDEY 2019-65177 NO DOC C. NO. 2017-34540 . . 10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. DOEMAIL MDOWDEYCCDPAPE-DAWSON.COM O.R.D.C.T. O.R.D.C.T. 2OF4 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 E 10766 0.247 2 E 9663 0.222 3 E 9249 0.212 4 E 9100 0.209 5 E 9100 0.209 6 E 9100 0.209 7 E 9100 0.209 8 E 10498 0.241 9 E 10069 0.231 10 E 8461 0.194 11 E 9100 0.209 12 E 9100 0.209 13 E 9100 0.209 14 E 9116 0.209 15 E 9639 0.221 16 E 10693 0,245 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 F 11120 0.255 2 F 9643 0.221 3 F 9637 0.221 4 F 9636 0.221 5 F 9640 0.221 6 IF 9643 0.221 7 F 9645 0.221 8 F 11612 0.267 9 F 11618 0.267 10 F 9640 0.221 11 F 8958 0.206 12 F 8276 0.190 13 F 8276 0.190 14 F 8959 0.206 15 F 9861 0.226 BOUNDARY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C1 10*44'25" 2430.00' 228.42' 455.51' SO'07'22"E 454.84' C2 13'42'38" 1030.00' 123.83' 246.47' S12'20'54"E 245.89' C3 18*33'17" 770.00' 125.78' 249.36' S9'55'34"E 248.27' C4 0'26'18" 570.00' 2.18' 4.36' SO'25'47"E 4.36' C5 11'36'52" 610.00' 62.04' 123.65' S89'31'40"W 123.44' C6 2'27'35" 425.00' 9.12' 18.25' S012'06"E 18.24' C7 5'26'26" 375.00' 17.82' 35.61' S1'41'31 "E 35.59' C8 12'42'31" 550.00' 61.25' 121.99' N38'50'18"W 121.74' C9 2'12'29" 1970.00' 37.97' 75.92' S85'12'59"E 75.92' BOUNDARY LINE TABLE LINE BEARING LENGTH T1 S40'3422"W 14.70' T2 S4'23'39"E 72.83' T3 N52'20'44"W 70.00' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 G 11000 0.253 2 G 9100 0.209 3 G 9100 0.209 4 G 11000 0.253 5 G 10850 0.249 6 G 11612 0.267 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 H 10579 0.243 2 H 8527 0.196 3 H 8527 0.196 4 H j 8527 0.196 5 H 1 12022 0.276 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 1 10016 0.230 2 1 7798 0.179 3 1 7799 0.179 4 1 7800 0.179 5 1 8048 0.185 6 I 8042 0,185 7 1 8042 0.185 8 1 8042 0.185 9 1 8041 0.185 10 1 9676 0.222 11 1 10659 0.245 ROADWAY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C10 2'11'24" 2000.00' 38.23' 76.44' N8512'26"W 76.44' C11 58'13'59" 950.00' 529.12' 965.54' S66'46'16"W 924.52' C12 19'51'42" 575.00' 100.67' 199.32' N42'24'53"W 198.33' C13 56'53'21" 635.00' 343.98' 630.49' S6726'35"W 604.91' C14 235'07" 2315.00' 52.24' 104.45' N85'24'18"W 104.45' C15 5*16'30" 400.00' 18.43' 36.83' N01'36'33"W 36.81' C16 5*24'15" 400.00' 18.88' 37.73' N01'40'26"W 37.71' C17 13'09'04" 400.00' 46.11' 91.81, N01'04'57"E 91.61' C17 13'59'01" 1315.00' 161.27' 320.94' N12'29'05"W 320.14' C18 27'46'26" 300.00' 74.17' 145.42' N05'35'23"W 144.00' C19 7'09'51" 1000.00' 62,60' 125.04' N83'51'30"W 124.96' C20 727'44" 1200.00' 78.26' 156,29' N84'00'27"W 156.18' ROADWAY LINE TABLE LINE BEARING DISTANCE T22 N0817'50"E 45.94' T23 S38'59'54"W 25.34' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 J 10147 0.233 2 J 7843 0.180 3 J 7800 0.179 4 J 8124 0.186 5 J 8112 0.186 6 J 8112 0.186 7 J 8112 0.186 8 J 8500 0.195 9 J 8054 0.185 10 J 9641 0.221 11 J 12160 0.279 12 J 10974 0.252 13 J 10106 0.232 14 J 8662 0.199 15 J 8116 0.186 16 J 8114 0.186 17 J 8114 0.186 18 J 8301 0.191 19 J 7813 0.179 20 J 7800 0.179 21 J 7800 0.179 22 J 10207 0.234 LOT LINE TABLE LINE BEARING LENGTH T4 S41'13'11 "E 14.16' T5 N39'55'42"E 14.34' T6 S51'56'36"E 13.46' T7 N6736'26"W 13.96, T8 N82'39'16"E 14.14' T9 S85'30'17"W 13.91' T10 N1'48'52"W 15.10' T11 S36'59'25"W 15.04' ' T12 S51'45'48"E 12.68' T13 N50'23'49"W 13.86' T14 S40'18'06"E 14.43' T15 N49'32'23"E 13.81' T16 S45-06-14"E 14.98' T17 S4539'04"W 13.42' T18 S4332'32"W 13.19' T19 N3726'03"W 13.96' T20 S53'56'32"W 13.98' T21 S7'20'44"E 14.14' CITY PROJECT NO. 22-2334 FINAL PLAT MOSAIC PHASE 113 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' 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 SURVEYOR (f7 AIL X4F P.O. BOX 575 I WAXAHACHI E, TEXAS 75168 Is ZA% "001%, 214.903.8200 1 TBPELS FIRM N0.10194367 I S U R V E Y 1 N G I N F 0@ A X I S- S U RV E Y. C 0 M Filed for Record ENGINEER in the Official Records Of: S Denton County On: 8/11/2023 11:12:02 AM the PLAT Records FBI ENGINEERS M MOSAIC PHASE 18 Doc Number: 2023-284 Number of Pages: 4 6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494 Amount: 200.00 TEXAS ENGINEERING FIRM #470 I. TEXAS SURVEYING FIRM #10194390 Order#: By: LV CONTACT: MICHAEL DOWDEY EMAIL: MDOWDEYOPAPE- DAWSON.COM 3 OF OWNER'S ACKNOWLEDGEMENT AND DEDICATION S 71' 22' 02" W, A DISTANCE OF 70.71 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; CERTIFICATE OF REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS § S 63' 42' 31" W, A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; STATE OF TEXAS § COUNTY OF DENTON § COUNTY OF ELLIS § WE, THE UNDERSIGNED, OWNER'S OF THE LAND SHOWN ON THIS PLAT WITHIN THE AREA DESCRIBED BY METES AND BOUNDS AS FOLLOWS: S 56' 50' 21" W. A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; I, Sean Shropshire, a Registered Professional Land Surveyor in the State of Texas, hereby certify that this plat is BEING A TRACT OF LAND LOCATED IN THE JOHN M. MCKIM SURVEY, ABSTRACT NO. 889, DENTON COUNTY, TEXAS AND BEING PART OF A true and correct and was prepared from an actual survey of the property made under my supervision on the TRACT OF LAND DESCRIBED AS TRACT 1 IN DEED TO TELLUS TEXAS I, LLC, RECORDED IN DOCUMENT NUMBER 2021-137876, OFFICIAL S 49' 58' 11" W, A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; ground. RECORDS, DENTON COUNTY, TEXAS (O.R.D.C.T.), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 0.j S 53' 45' 26" W, A DISTANCE OF 94.80 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;�,•'G�STFggs COMMENCING AT A 5/8" IRON ROD FOUND AT AN EASTERLY 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 NUMBER 2008-9821, O.R.D.C.T.; SEAN SHROPSHIRE SEANSHROPSHIRE S 57' 30' 58" W, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE "'5674 BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 12' 42' 31", A RADIUS OF 550.00 FEET AND A Registered Professional Land Surveyor THENCE WESTERLY, OVER AND ACROSS SAID TRACT 1, THE FOLLOWING COURSES AND DISTANCES: CHORD BEARING AND DISTANCE OF N 38' 50' 18" W, 121.74 FEET, FROM WHICH A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" No. 5674 /L�SUR`tE^l 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 S 83' 22' 34" W, A DISTANCE 1,479.68 FEET TO A 5/8" IRON WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE POINT OF THE CITY OF CELINA, RECORDED IN DOCUMENT NUMBER 2022-24205, O.R.D.C.T., BEARS S 29- 19' 35'' E, 2,014.76 FEET; STATE OF TEXAS § BEGINNING OF THE TRACT OF LAND DESCRIBED HEREIN, ALSO BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL COUNTY OF ELLIS § ANGLE OF 10' 44' 25", A RADIUS OF 2,430.00 FEET, AND A CHORD BEARING AND DISTANCE OF S 00' 07' 22" E, 454.84 FEET; NORTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 121.99 FEET TO A 5/8" IRON ROD WITH CAP STAMPED "RPLS 5674" SET FOR CORNER; BEFORE ME, the undersigned authority, on this day personally appeared Sean Shropshire, known to me to be the SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 455.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the 5674" SET FOR CORNER; S 44' 48' 27" W, A DISTANCE OF 155.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; some for the purposes and considerations therein stated. S 05' 29' 35", E, A DISTANCE OF 100.00 FEET TO A5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE N ,49' 37' 45" W, A DISTANCE OF 64.87 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ��7 day of 2023 BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 13' 42' 38", A RADIUS OF 1,030.00 FEET AND A CHORD BEARING AND DISTANCE OF S 12' 20' 54" E, 245.89 FEET; N 52' 20' 44" W, A DISTANCE OF 70.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 246.47 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS Notary Public in and for the State of Texas 5674" SET FOR CORNER; S 37' 39' 16" W. A DISTANCE OF 155.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; y. A eJanuary NAHUMJOSUECHAVIRA z�►Notary ID #133ssion xpire58256 MYCommission Expires S 19' 12' 13" E, A DISTANCE OF 100.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE N 52' 20' 44" W, A DISTANCE OF 190.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; 2B, 2026 BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 18' 33' 17", A RADIUS OF 770.00 FEET AND A CHORD BEARING Type or Print Notary's Name AND DISTANCE OF S 09' 55' 34" E, 248.27 FEET; N 37' 39' 16" E, A DISTANCE OF 341.29 FEE T' 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 58' 13, 59", A RADIUS OF 980.00 FEET AND A CHORD BEARING SOUTHERLY, ALONG SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 249.36 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS AND DISTANCE OF N 66' 46' 16" E, 953.71` FEET; My Commission Expires: 5674" SET FOR CORNER AT THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00' 26' 18", A RADIUS OF 570.00 FEET AND A CHORD BEARING AND DISTANCE OF S 00- 25' 47" E, 4.36 FEET; NORTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 996.03 FEET TO A 5/8" IRON ROD WITH CAP STAMPED "RPLS 5674" SET FOR CORNER; SOUTHERLY, ALONG SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 4.36 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 84' 06' 45" E, A DISTANCE OF 326.96 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE BEGINNING OF A CURVE TO THELEFT HAVING A CENTRAL ANGLE OF 02' 12' 29", A RADIUS OF 1,970.00 FEET AND A CHORD BEARING LENDER: STATE OF TEXAS § N 44' 12' 18" W, A DISTANCE OF 14.50 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; AND DISTANCE OF S 85' 12'59" E, 75.92 FEET; THIRD COAST BANK SSB, a Texas state savings bank COUNTY OF § N 87' 44' 19" W, A DISTANCE OF 200.61 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE EASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 75.92 FEET TO THE POINT OF BEGINNING, AND CONTAINING 21.889 BEFORE ME, the unders�,ig ned authority in and for WI. County, Texas, on this day ACRES OF LAND, MORE OR LESS. By I , personally a earedTj&_C-n �lebRy known to me to be the person and BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 0T 27 44 , A RADIUS OF 1,225.00 FEET AND A CHORD P Y PP � BEARING AND DISTANCE OF N 84' 00' 27" W, 159.43 FEET; officer whose name is subscribed to the foregoing instrument and acknowledged to me Owner: that he/she is and and that he/she is authorized to execute the foregoing instrument for the purposes and consideration therein expressed, and in the WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 159.55 FEET A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" Tiffany Weber capacity therein stated. ,� fj� SET FOR CORNER AT THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 07' 09' 51", A RADIUS OF Title: Bank E)fir__ 975.00 FEET AND A CHORD BEARING AND DISTANCE OF N 83' 51' 30" W, 121.83 FEET; Ge !� 3 f s{day of T��U� 20 3. Owner: TELLUS TEXAS I, LLC. Dote: ' Isf 2� GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 1 WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 121.91 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS Title: A-'4t0V14- 5674" SET FOR CORNER; Date�� 2Z ��� Not ry Public in and forte State of Texas N 02' 33' 35" E, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; �1 ,r� Leslie K Thompson �� _ S L 1 t IL it V� r s0 fJ �• My Commission 1 112025EzPlre6 Type or Print Notary's Name iosae`ao° N 05' 14' 18" E, A DISTANCE OF 65.95 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; STATE OF TEXAS § COUNTY OF§ My Commission Expires: 1 � /I 12S N 16' 25' 20" W, A DISTANCE OF 62.22 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; WjkV\ BEFORE ME, the undersigned authority in and for CokkiVL County, Texas, on this day personally appeared rD via V.. QIaM known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that N 16' 55' 28" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; he/she is EAQAnAand that he/she is 'authorized to execute the foregoing instrument for the purposes and consideration therein expressed dhd in the capacity therein stated. N 14' 23' 41" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; GIVEN NDER MY ND AND SEAL OF OFFICE, this the�day of 20 N 11' 52' 10" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; CITY PROJECT (�)O. 22-2334 AmeriS :ago FINAL PLAT N 09' 20' 32" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER; My Commis 2s"p�f°' c u /� c Notary Public in an or the .State of Texas E(S 18 Notary iotsssss�so MOSAIC � PHASE 21.889 ACRES N 06' 48' 54" W, A DISTANCE OF 64.95 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; 75 RESIDENTIAL LOTS Yor Print Notary's .ka AN ADDITION TO THE CITY OF CELINA N 05' 29' 35" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED "RPLS 5674" SET FOR CORNER; Type or Print Notary's Name / JOHN M. McKIM SURVEY, ABSTRACT N0. 889 DENTON COUNTY, TEXAS N 05' 27' 40" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; q'(Z/Ve JULY 2023 SCALE: 1"= 60' My Commission Expires:. N 05' 28' 37" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; OWNER/DEVELOPER TELLUS TEXAS I, LLC 130 N. PRESTON ROAD, SUITE 130 N 00' 08' 05" W, A DISTANCE OF 91.09 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE PROSPER, TEXAS 75078 BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 11° 36' 52", A RADIUS OF 610.00 FEET AND A CHORD BEARING CONTACT : JUSTIN CRAIG AND DISTANCE OF S 89' 31' 40" W, 123.44 FEET; CERTIFICATE OF PLAT APPROVAL EMAIL : jcraig@tellusgroupllc.com PHONE :469-532-0689 WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 123.65 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS Approved SURVEYOR 4F I S P.O. BOX 575 1 WAXAHACHIE, TEXAS 751 5674" SET FOR .CORNER; 8 �^ 214s03.8200 1 TBPELS FIRM No.1o1s4~ WZ•�j 5 U R V E Y I N G INFO@AXIS-SURVEY.CO S 40' 34' 22" W, A DISTANCE OF 14.70 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER AT THE y Development Official Date BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 02' 27 35", A RADIUS OF 425.00 FEET AND A CHORD BEARING AND DISTANCE OF S 00' 12' 06" E, 18.24 FEET; City of Celina, Texas •�" 23 SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 18.25 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS Witness by hand this -day of A ,20 5674" SET FOR CORNER AT THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 05' 26' 26", A RADIUS ENGINEER Filed for Record OF 375.00 FEET AND A CHORD BEARING AND DISTANCE OF S 01' 41' 31" E, 35.59 FEET; in the Official Records Of: Denton County P - SO On: 811112023 11:12:02 AM In the PLAT Records SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 35.61 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS ,,.y L.(f .� City Secretor GI S MOSAIC PHASE 1B Doc Nu- 5674" SET FOR CORNER; City of Celina, Texas NumbemofePages34 284 .•' 9 6105 TENNYSON PKWY, STE 210 1 PUINO, TX 75024 1 214A20.8494 Amount: 200.00 TEXAS ENGINEERING FIRM 9470 1 TEXAS SURVEYING FIRM #10194390 Order#: S 04' 23' 39" E, A DISTANCE OF 72.83 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; 4 ? By: LV CONTACT: MICHAEL DOWDEY EMAIL: MDOWDEY@PAPE-DAWSON.COM - S 85' 36' 21" W, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; 4 C \\ TRACT 1 TELLUS TEXAS I, LLC A=5813'59" DOC. NO. 2021-137876 T=545.83' 1 R=980.00' -- -----___ L=996.03' ChB=N66'46'16"E ChD=953.71' --224.55 n ,.�..-76.56' -- T6 •7TE -70.00'_40 g1.8 25 25G179 C-4 inLU .O 3 UE � O O e7.5' _h Ow w8 0 r s�. O� oo, s. 'i 7.5• UE 5 � rr i G5� i ` 757 OF .-- A81 '06.0 8 95 e' - ''- � Z (7 0 C lox 96'--------- ------ POINT OF --- 5/9•IRDNROD F_ BEGINNING - - o �� I <CM> C9 /G I S83'22'34"W - 1 I 2 1 3 CREEKS OF LEGACY WEST PHASE 2 CABINET 2020, SLIDE 80 P.R.D.C.T. RIGHT-OF-WAY DEDICATION _ CITY OF CEUNA DOC. NO. 2008-9821 O.R. D.C.T. -�=- - - - - - - �47 - --- POINT OF COMMENCING TRACT 1 N:7146205.49 TELLUS TEXAS I, LLC E:2473334.23 DOC. NO. 2021-137876 O.R.D.C.T. TRACT 1 TELLUS TEXAS I, LLC DOC. NO. 2021-137876 O.R.D.C.T. S5'29'35"E 100.00' 57.51' TRACT 1 N6'48'54••W� a I �� 18' W 1� � 0 1 TELLUS TEXAS I, LLC S81'55 N 64.95' 130.00 N 5 m 1 DOC. NO. 2021-137876 ® •o1^E 0, o '� N79'45 n O.R.D.C.T. 6 r Jl W " 130.46 Q, c. (T0'28 W N 5 S N9 20'32"W S79'2S39",N 17 20.32' N 64.84 130.00, ` �,?6.50'14"E w 6 , �a j•'•T��j 7 i 130.40' �o °7 514'34• 0'5 1 ' 1 1 IS ' V) N11'52'10"W 5765 16 13.02' N 7 _ 64.84' 130.00 �1 E mg 7.5 UE `'' 73 N 30.30' N 1.1l'3a"W a.ss S19'12'13"E � ® 5713° 0° �, 100.00 �,, N N14'23'41"W 57�2°'3aW \ " p0 15 5.74 g O 64.84' 13° 0 1,01,11"E 2 N7 3• - �' "w -� 9 JIC Y,�d0 S7p41'47 °°• 6"W 10.99' 14 N 3i 1�° 1J 14.80 N16'5528"W 571� oo° \ 9 18.26' 64.84' 13 \ N7s'40'4ONE aW .p. ' 17 1 O 134.31 z N S7 7.5' u� o w N16'25'20"Ws82"W r swE �� r swE O N o 13 P rn 10 62.22' 130.06 �I I � 1 20.53' N89'26'54"E I^� 11 r, S"j7,4T43�W 141.80' 156' 45• 1' swE 25' N5*14'18"E 25• °f 7.5' UE W 1' SWE 7.5' UE 65.95' � 1o.ss' 1 pp N s 12 � � N 10.68' 01 C N 2 33 35 E - 29.88 A .� 1' SWE 7.5' UE 46.55 ' c1---_ 50.00 cm- 126.41' P-_ERPETUA DRIVE t4 -- .- - N A=7'09'51" N8T44'19^W 208.74' T=61.03' N R=975 00' N8744'19"W 200.61' L=121.91' � 7'2T44" ChB=N3'S1'30"W T=79.89' R=1225.00' , TRACT 1 N44'12'18"W 14.50' C8*51' .83' L=159.55' TELLUS TEXAS I, LLC DOC. NO. 2021-137876 ChB=N84'00'27"W O.R.D.C.T. ChD=159.43' 60 1- STREET 10_ bROW - 1'SWE 7.5'UE LdrROW TYPICAL 10'X10' NER CLIP wn T.S. I� GRAPHIC SCALE 0 e0 120 ( IN FEET ) 1 inch = 60 ft. PROJECT I LOCATION E NORTH LOCATION MAP NOT TO SCALE KEYMAP LEGEND O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS GENERAL NOTES: D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE P.R.D.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS (4202), NORTH AMERICAN DATUM OF 1983 (NAD '83). THE COORDINATES SHOWN HEREON ARE GRID DOC. NO. = DOCUMENT NUMBER COORDINATES. 8 = 5/8" IRON ROD FOUND WITH CAP STAMPED 2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100YR FLOOD PLAIN ACCORDING TO MAP NO. 48121CO290G DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON "RPLS 5674" (UNLESS OTHERWISE NOTED) COUNTY, TEXAS. • = 5/8" IRON ROD SET WITH CAP STAMPED 3. ALL COUNTY ROAD RIGHT-OF-WAY WITHIN THE SUBJECT PROPERTY SHALL BE ABANDONED BY THIS "RPLS 5674" (UNLESS OTHERWISE NOTED) PLAT. 4. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. <CM> = CONTROLLING MONUMENT 5. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. ROW = RIGHT-OF-WAY 6. ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND HOA = HOMEOWNERS ASSOCIATION MAINTAINED BY THE HOA/POA. ANY COMMON AREAS WITHIN THE CITY'S RIGHT-OF-WAY ARE REQUIRED UE = UTILITY EASEMENT TO BE AN HOA "X" LOT. SWE = SIDEWALK EASEMENT 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 = DENOTES KEY LOT 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 =DENOTES DRIVEWAY LOCATION PERMITS. 9. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON .THIS PROPERTY. = � � DENOTES DRIVEWAY LOCATION 10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. RESTRICTION PER ENGINEERING INEERING STANDARDS SECTION = 100 YEAR FEMA FLOODPLAIN SBO107A G01, C499 S17, PID68 D.N.W. ENGINEER s A M ENGIMEERS 8105 TENNYSON PKWY, STE 210 1 PLANO, TX 75024 1 214.420.8494 TEXAS ENGINEERING FIRM #470 I TEXAS SURVEYING FIRM #10194390 CONTACT: MICHAEL DOWDEY EMAIL: MDOWDEYOPAPE-DAWSON.COM REASON FOR AMENDING PLAT IS ' TO ADD OWNER DEDICATION STATEMENT CITY PROJECT NO. 22-2334 AMENDING PLAT MOSAIC PHASE 113 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' OWNER/DEVELOPER TELLUS TEXAS I, LLC 130 N. PRESTON ROAD, SUITE 130 PROSPER, TEXAS 75078 CONTACT : JUSTIN CRAIG EMAIL : jcraig@tellusgrouplic.com PHONE :469-532-0689 SURVEYOR AX I 5 P.O. BOX 575 I WAXAHACH I E, TEXAS 75168 214.903.8200 I TEIPELS FIRM NO.10194367 (t7_, SURVEYING INFO@AXIS-SURVEY.00M Filed for Record in the Official Records Of: Denton County On: 9/26/2023 3:11:09 PM In the PLAT Records MOSAIC PHASE 16 Doc Number: 2023-342 Number of Pages: 4 Amount: 200.00 Order#: By: DP 1 OF 4 10' COSERV EASEMENT DOC, NO. 2013-16579 O.R.D.C.T. <-,164 TRACT 1 TELLUS TEXAS I, LLC DOC. NO. 2021-137876 0.R.D.C.T. 10' COSERV EASEMENT DOC. NO. 2013-16579 O.R.D.C.T. (TO BE ABANDONED BY THIS PLAT) 10' COSERV EASEMENT DOC., N0. 2013-16579 O.R.D.C.T. N37'39'16"E 341.29' \ 40' PRIVATE MUTUALACCESS EASEMENT / 7�O`ORRe v 00 ^a30 5 .,.... yb+s. \ DOC. N0. 2013-303 ��p• O• �^JI// Ic \ P.R.D.C.T• 7.5' UE \ oo ss YI` 6 �O Cj �\ j 1900p?000 7.5' UE oo •Iro � I 1 T3 G>�� <\\ N49'37'45"W 64.87' SQ.\ \\ / ti�0•. - \ I I 10' COSERV EASEMENT \ \ - DOC. N0. 2013-16579 \ I I O.R.D.C.T. � I TEMPORARY STREET EASEMENT \ \ \ (DEDICATED BY THIS PLAT) \ \ (EXPIRES WHEN STREET IS EXTENDED IN FUTURE PHASE) {1 v \ I I I I\ � 9m 11 I 9ms�� II I I. 140' PRIVATE MUTUTAL ACCESS EASEMENT A DOC. PNO R: .01 -303 O �� I I 40' ACCESS EASEMENT a I I DOC. N0. 2012-138950 S& I� DO& NO'. 2012-138955 I 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. 48121 CO29OG 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. ZONE X 0=58'13'59" T=545.83' R=980.00' L=996.03' ChB=N66'46'16"E ChD=953.71' 2V 25' _ 70.1 S Ci M 7.5' UE -y1 � '' 12.42' p5 46N.6 p 1n T1 C5 t5.88' 114.16' 8.95' 25. zs 6 1 1' SWE GO V -4 No•o8'05"W -/ 5 91.09' S84'30'25"W h ''• 4t p% (A wrA o N 130.00 6.3, UE �+, tp' 4 00 `Lill 00 �` N5'28'37"W O 2 .& ,� 7.5' UE 3 °o. �� 60.00' S84'30'25"W s. S85'36'21 "W 129s7' �� 50.00' 3 S71'22'02"W N5'27'40"W S84'30'25"W 70.71' 60.00' 130.00' S63'42'31 "W 57.51' 4 N5'29'35"W S56'50'21 "W 60 S8' - 57.51' .00 130.004'30'25"W �_--- S49'58'11 "W (n 5 57.51' TRACT 1 rM N6'48'54"W TELLUS TEXAS I, LLC 64.95 ' S81'55'ts"v '45'26"W DOC. No. 2021-137876 U) 130.06 30, 0.R.D.C.T. _ rn 6 N9'20'32"W STe•z3'3` -� 64.84 130.01 0 7 -P N11'52'1O"W 516.5 64.84' 13 N14'23'41 "W_,/' 64.84' N16'55'28"W_/ 64.84' \ N16'25'20"W \\ 62.22' \ 1 I \\l I TRACT 1 \ TELLUS TEXAS I, LLC \ <CM> DOC. NO. 2021-137876 \ N: 7143779.83 O.R.D.C.T. \ E:2473370.78 CITY of CELINA PARVIN ROAD RIGHT-OF-WAY DEED (EX. VARIABLE WIDTH DOC. NO. 2022-24205 O.R.D.C.T. RIGHT-OF-WAY) JOHN M. McKIM SURVEY - ABSTRACT NO. 889 P. ROBERTS SURVEY N ABSTRACT NO. 1115 PROSPER INDEPENDENT SCHOOL DISTRICT DOC. NO. 2017-34540 O.R.D.C.T. PROSPER MEADOWS LP DOC. NO. 2019-65177 O.R.D.C.T. STREET 10_ ROW -VSWE o I / TVUE H w I TYPICAL 10'X10' � 0 1 ROW CORNER CLIP U) I3 N.T.S. NORTH PROJECT LOCATION f LOCATION MAP NOT TO SCALE KEYMAP 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 SWE = SIDEWALK EASEMENT = DENOTES KEY LOT = DENOTES DRIVEWAY LOCATION = DENOTES DRIVEWAY LOCATION RESTRICTION PER ENGINEERING STANDARDS SEC11ON 4.05.C.12.G 100 YEAR FEMA FLOODPLAIN REASON FOR AMENDING PLAT IS TO ADD OWNER. DEDICATION STATEMENT CITY PROJECT NO. 22-2334 AMENDING PLAT MOSAIC PHASE 113 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' 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 SURVEYOR AXIS214.90P-0-BOXS753.8200 I BPELLS FIRM, TEXAS94367 S U R V E Y I N G I N F 0CCb A X I S- S U R V E Y. C 0 M Filed for Record PAPS_ S® in the Official Records Of: Denton County y ENGINEERS On: 9/26/2023 3:11:09 PM In the PLAT Records MOSAIC PHASE 1B 6105 TENNYSON PKWY, STE 210 1 PLANO, TX 75o24 1 214.420,8494 Doc Number: 2023-342 TEXAS ENGINEERING FIRM 8470 I TEXAS SURVEYING FIRM #10194390 Number of Pages: 4Amount: 200.00 CONTACT: MICHAEL DOWDEY Order#: EMAIL: MDOWDEY@PAPE-DAWSON.COM By: DP 2OF4 ENGINEER LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 E 10766_ 0.247 2 E 9663 0.222 3 E 9249 0.212 4 E 9100 0.209 5 E 9100 0.209 6 E 9100 0.209 7 E 9100 0.209 8 E 10498 0.241 9 E 10069 0.231 10 E 8461 0.194 11 E 9100 0.209 12 E 9100 0.209 13 E 9100 0.209 14 E 9116 0.209 15 E 9639 0.221 16 E 10693 0.245 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 F 11120 0.255 2 F 9643 0.221 3 F 9637 0.221 4 F 9636 0.221 5 F 9640 0.221 6 F 9643 0.221 7 F 9645 0.221 8 F 11612 0.267 9 F 11618 0.267 10 F 9640 0.221 11 F 8958 0.206 12 F 8276 0.190 13 F 8276 0.190 14 F 8959 0,206 15 F 9861 0.226 BOUNDARY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C1 10'44'25' 2430.00' 228.42' 455.51' SO'07'22"E 454.84' C2 13'42'38" 1030.00' 123,83' 246.47' S12'20'54"E 245.89' C3 18*33'17" 770.00' 125.78' 249.36' S9'55'34"E 248.27' C4 0*26'18" 570.00' 2.18' 4.36' SO'25'47"E 4.36' C5 11'36'52" 610.00' 62.04' 123.65' S89'31'40"W 123.44' C6 227'35" 425.00' 9.12' 18.25' S0'12'06"E 18.24' C7 5'26'26" 375.00' 17.82' 35.61' S1'41'31"E 35.59' C8 12'42'31" 550.00' 61.25' 121.99' N38'50'18"W 121.74' C9 2'12'29" 1970.00' 37.97' 75.92' S85-12.59"E 75.92' BOUNDARY LINE TABLE LINE BEARING LENGTH T1 S40'34'22"W 14.70' T2 S4'23'39"E 72.83' T3 N52'20'44"W 70.00' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 G 11000 0.253 2 G 9100 0.209 3 G 9100 0.209 4 G 11000 0.253 5 G 10850 0.249 6 G 11612 0.267 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 H 10579 0.243 2 H 8527 0.196 3 H 8527 0.196 4 H 8527 0.196 5 H 12022 0.276 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 1 10016 0.230 2 1 7798 0.179 3 1 7799 0.179 4 I 7800 0.179 5 1 8048 0.185 6 1 8042 0.185 7 1 8042 0,185 8 1 8042 0.185 9 1 8041 0.185 10 1 9676 0.222 11 I 10659 0.245 ROADWAY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C10 2'11'24" 2000.00' 38.23' 76.44' N85'12'26"W 76.44' C11 58*13'59" 950.00' 529.12' 965.54' S66'46'16"W 924.52' C12 19'51'42" 575.00' 100.67' 199.32' N42'24'53"W 198.33' C13 56'53'21" 635.00' 343.98' 630.49' S67'26'35"W 604.91' C14 2'35'07" 2315.00' 52.24' 104.45' N8524'18"W 104.45' C15 5'16'30" 400.00' 18.43' 36.83' N01'36'33"W 36.81' C16 524'15" 400.00' 18.88' 37.73' N01'40'26"W 37.71' C17 13'09'04" 400.00' 46.11' 91.81' N01'04'57"E 91.61' C17 13'59'01" 1315.00' 161.27' 320.94' N1229'05"W 320.14' C18 2746'26" 300.00' 74.17' 145.42' N05'35'23"W 144.00' C19 7'09'51" 1000.00' 62.60' 125.04' N83'51'30"W 124.96' C20 7'27'44" 1200.00' 78.26' 156.29' N84'00'27"W 156.18' ROADWAY LINE TABLE LINE BEARING DISTANCE T22 N0817'50"E 45.9 T23 S38'59'54"W 25.3 4' 4' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 J 10147 0.233 2 J 7843 0.180 3 J 7800 0.179 4 J 8124 0.186 5 J 8112 0.186 6 J 8112 0.186 7 J 8112 0.186 8 J 8500 0.195 9 J 8054 0.185 10 J 9641 0.221 11 J 12160 0.279 12 J 10974 0.252 13 J 10106 0.232 14 J 8662 0.199 15 J 8116 0.186 16 J 8114 0.186 17 J 8114 0.186 18 J 8301 0.191 19 J 7813 0.179 20 J 7800 0.179 21 J 7800 0.179 22 J 10207 0.234 LOT LINE TABLE LINE BEARING LENGTH T4 S41 *13'11"E 14.16' T5 N39'55'42"E 14.34' T6 S51'56'36"E 13.46' T7 N6'36'26"W 13.96' T8 N8239'16"E 14.14' T9 S85'30'17"W 13.91' T10 N1'48'52"W 15.10' T11 S36'59'25"W 15.0,V T12 S51'45'48"E 12.68' T13 N50'23'49"W 13.86' T14 540'18'06"E 14.43' T15 N4932'23"E 13.81' T16 S45'06'14"E 14.98' T17 S45'39'04"W 13.42' T18 S43'32'32"W 13.19, T19 N37'26'03"W 13,96' T20 S5356'32"W 13.98' T21 S7'20'44"E 14.14' REASON FOR AMENDING PLAT 1S TO ADD OWNER DEDICATION STATEMENT CITY PROJECT NO. 22-2334 AMENDING PLAT MOSAIC PHASE 1 B 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' 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 / SURVEYOR (t7 �' P.O. BOX S75 I WAXAHACHIE, TEXAS 75168 214.903.8200 1 TBPELS FIRM NO.10194367 � SURVEYING 1NFOCaAXIS-SUAVEY.00M ENGINEER Filed for Record 17 PE- SO in the Official Records Of: ®� Denton County n: 3:1co1:09 PM ENGINEERS I a PLAT R In the PLAT Records MOSAIC PHASE 1B 610.5 TENNYSON PKWY, STE 210 I PLANQ TX 75024 1 214.42A.6494 Doc Number: 2023-342 Number of Pages: 4 TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390 Amount: 200.00 CONTACT: MICHAEL DOWDEY Order#: By: DP EMAIL: M DOWD EYOP APE- DAWSON. COM 3 OF 4 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, DENTON COUNTY, TEXAS AND BEING PART OF A TRACT OF LAND DESCRIBED AS TRACT 1 IN DEED TO TELLUS TEXAS 1, LLC, RECORDED IN DOCUMENT NUMBER 2021-137876, OFFICIAL RECORDS, DENTON COUNTY, TEXAS (O.R.D.C.T.), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 5/8" IRON ROD FOUND AT AN EASTERLY 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 NUMBER 2008-9821, O.R.D.C.T.; THENCE WESTERLY, OVER AND ACROSS SAID TRACT 1, THE FOLLOWING COURSES AND DISTANCES: S 83' 22' 34" W, A DISTANCE 1,479.68 FEET TO A 5/8" IRON WITH CAP STAMPED 'RPLS 5674 SET FOR CORNER AT THE POINT OF BEGINNING OF THE TRACT OF LAND DESCRIBED HEREIN, ALSO BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 10' 44' 25", A RADIUS OF 2,430.00 FEET, AND A CHORD BEARING AND DISTANCE OF S 00' 07' 22" E, 454.84 FEET; SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 455.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 05' 29' 35" E. 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 LEFT HAVING A CENTRAL ANGLE OF 13' 42' 38", A RADIUS OF 1,030.00 FEET AND A CHORD BEARING AND DISTANCE OF S 12' 20' 54" E, 245.89 FEET; SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 246.47 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 19' 12' 13" E, 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 18' 33' 17", A RADIUS OF 770.00 FEET AND A CHORD BEARING AND DISTANCE OF S 09' 55' 34" E, 248.27 FEET; SOUTHERLY, ALONG SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 249.36 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 00' 26' 18", A RADIUS OF 570.00FEET AND A CHORD BEARING AND DISTANCE OF S 00' 25' 47" E, 4.36 FEET; SOUTHERLY, ALONG SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 4.36 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 44' 12' 18" W, A DISTANCE OF 14.50 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 87' 44' 19" W, A DISTANCE OF 200.61 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 07' 27' 44", A RADIUS OF 1,225.00 FEET AND A CHORD BEARING AND DISTANCE OF N 84' 00' 27" W, 159.43 FEET; WESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 159.55 FEET 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 07' 09' 51", A RADIUS OF 975.00 FEET AND A CHORD BEARING AND DISTANCE OF N 83' 51' 30" W, 121.83 FEET; WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 121.91 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER; N 02' 33' 35" E, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 05' 14' 18" E, A DISTANCE OF 65.95 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 16' 25' 20" W. A DISTANCE OF 62.22 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 16' 55' 28" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 14' 23' 41" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 11' 52' 10" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 09' 20' 32" W, A DISTANCE OF 64.84 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 06' 48' 54" W, A DISTANCE OF 64.95 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 05' 29' 35" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 05' 27' 40" W, A DISTANCE OF 60.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 05' 28' 37" W, A DISTANCE OF 60.00 FEET TO A 5/8 IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; N 00' 08' 05" W, A DISTANCE OF 91.09 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' 36' 52", A RADIUS OF 610.00 FEET AND A CHORD BEARING AND DISTANCE OF S 89' 31' 40" W, 123.44 FEET; WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 123.65 FEET TO A 5/8 IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 40' 34' 22" W, A DISTANCE OF 14.70 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' 27' 35", A RADIUS OF 425.00 FEET AND A CHORD BEARING AND DISTANCE OF S 00' 12' 06" E, 18.24 FEET; SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 18.25 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 05' 26' 26", A RADIUS OF 375.00 FEET AND A CHORD BEARING AND DISTANCE OF S 01' 41' 31" E, 35.59 FEET; SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 35.61 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 04' 23' 39" E. A DISTANCE OF 72.83 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 85' 36' 21" W, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 71' 22' 02" W, A DISTANCE OF 70.71 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; CERTIFICATE OF REGISTERED PROFESSIONAL LAND SURVEYOR S 63' 42' 31" W, A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; STATE OF TEXAS § S 56' 50' 21" W, A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER; COUNTY OF ELLIS § 1, Sean Shropshire, a Registered Professional Land Surveyor in the State of Texas, hereby certify that this plat is S 49' 58' 11" W, A DISTANCE OF 57.51 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; true and correct and was prepared from an actual survey of the property made under my supervision on the ground. S 53' 45' 26" W, A DISTANCE OF 94.80 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 57' 30' 58" 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 LEFT HAVING A CENTRAL ANGLE OF 12' 42' 31", A RADIUS OF 550.00 FEET AND q SEAN SHROPSHIRE - SEANSHROPSH.RE Q CHORD BEARING AND DISTANCE OF N 38' 50' 18" W, 121.74 FEET, FROM WHICH A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" Registered Professional Land Surveyor A� 5674 Pv 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 No. 5674 9i�°Fess�o o THE CITY OF CELINA, RECORDED IN DOCUMENT NUMBER 2022-24205, O.R.D.C.T., BEARS S 29' 19' 35" E, 2,014.76 FEET; OSIJR`I�c. STATE OF TEXAS § NORTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 121.99 FEET TO A 5/8" IRON ROD WITH CAP STAMPED COUNTY OF ELLIS § "RPLS 5674" SET FOR CORNER; BEFORE ME, the undersigned authority, on this day personally appeared Sean Shropshire, known to me to be the S 44' 48' 27" W, A DISTANCE OF 155.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein stated. N 49' 37' 45" W, A DISTANCE OF 64.87 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the_L8 day of 20?3 N 52' 20' 44" W, A DISTANCE OF 70.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; S 37' 39' 16" W, A DISTANCE OF 155.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER; Notary Pu lic in and r the State of Texas LNotary OSUE CHAVIRA A= n0 #133558256N 52' 20'44" W, A DISTANCE OF 190.00 FEET TO A 5/8" IRON ROD WITH CAP STAMPED 'RPLS 5674" SET FOR CORNER;AoA J 0®;ission Expires''� �~ry 28, 2026 Type or Print Notary's Name N 37' 39' 16" E, A DISTANCE OF 341.29 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 58' 13' 59", A RADIUS OF 980.00 FEET AND A CHORD BEARING AND DISTANCE OF N 66' 46' 16" E, 953.71 FEET; 1. 40, a a My Commission Expires: NORTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 996.03 FEET TO A 5/8" IRON ROD WITH CAP STAMPED `RPLS 5674" SET FOR CORNER; S 84' 06' 45" E, A DISTANCE OF 326.96 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 02' 12' 29", A RADIUS OF 1,970.00 FEET AND A CHORD BEARING AND DISTANCE OF S 85' 12' 59" E, 75.92 FEET; EASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 75.92 FEET TO THE POINT OF BEGINNING, AND CONTAINING 21.889 ACRES OF LAND, MORE OR LESS. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT TELLUS TEXAS I, LLC, acting herein by and through its duly authorized officers, do hereby adopt this amending plat designating the hereinabove described property as MOSAIC PHASE ONE B, 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 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 oof�� f Celina and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of prL/v"l �nissi from .anyone. By. r Name: PA-410 A'O-' Title: Date: .W=1041 Zo, 2-p23 STATE OF TEX�AS�§ COUNTY OF �110 1]O� § BEFORE ME, the undersigned authority in and for WVVI County, Texas, on this day personally appeared -01Xv\A bkoy %_ , 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 V1Q t,2 , and that he/she is authorized to execute the foregoing instrument for the purposes and consideration therein expressed, nd in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the o aL'7_day of LcCg::�, 20 1�. Amaris Lozano My Commission Expires Notary Public in and # he State of Texas le 9/12/2028 Notary ID133955790 {krvUW'S 1- l.e-irDul o Type or Print Notary's Name My Commission Expires: 9IIZ)ZLP LENDER: THIRD COAST BANK SSB, a Texas state savings bank By. V Name: Tiffany Weber Title: Bank Officer Date: STATE OF TEXAS § COUNTY OF"IA.r'VfS § BEFORE ME, the undersigned out ority in and for �"65 County, Texas, on this day personally appeared It \)JAW known to me to be the person and officer wh se name is subs ribed to the foregoing instrument and acknowledged to me that he sh is ldymL .r4X 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 day of &D�Y• 20'' . Ndacv Public in and for the A j Skate of Texas Lot". K tAomDson LE Z L 1 i'! 14 -WO r'1 1 1 p /4 My Comm 12'02Ion ieKDlfa: 11ltlr2y0�25 Type or Print Notary's Name 458 Si80D My Commission Expires: %I / 1 /2.5 Approved CERTIFICATE OF PLAT APPROVAL 1 Date City of Celina, Texas Witness by hand this day of 31 p-F ``L" ,20 2 3 1TY OFc� u c L f City Secretary City of Celina, Texas REASON FOR AMENDING PLAT IS TO ADD OWNER DEDICATION STATEMENT CITY PROJECT NO. 22-2334 AMENDING PLAT MOSAIC PHASE 113 21.889 ACRES 75 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF CELINA JOHN M. McKIM SURVEY, ABSTRACT NO. 889 DENTON COUNTY, TEXAS JULY 2023 SCALE: 1 "= 60' 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 SURVEYOR A X I P.O. BOX 575 I WAXAHACHIE, TEXAS 7516E 214,903.8200 I TBPELS FIRM N0.10194367 SURVEYING INFO@AXIS-SURVEY.00M ENGINEER Filed for Record P- SO/i in the Official Records Of: Denton County On: 9126/2023 3:11:09 Pm ENGINEERS In the PLAT Records MOSAIC PHASE 18 6105 TENNYSON PKYVY, STE 210 I PLANO, TX 75024 1214.420.8494 Doc Number: 2023-342es: 4 Pages: Number Of TEXAS ENGINEERING FIRM #470 1 TEXAS SURVEYING FIRM #10194390 Amount: Pag 0.00 CONTACT: MICHAEL DOWDEY Order#: EMAIL: M DOWDEYOPAPE- DAWSON. COM By: DP 4OF4