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SB0066AJ:\Job\CEN15001_Stone ate\Sur\CEN15001_PA2.d i CLEARICREEK PARKWAY dp SITE 'yam O Oo � V a F z D v 0 o a J U FRONTIER PARKWAY Vicinity Map N.T.S. LEGEND U.E. = Utility Easement B.L. = Building Line IRF = Iron Rod Found IRS = Iron Rod Set W.M.E. = Wall Maintenance Easement RP = Radius Point Denotes Street Name Change PartnerSY.NP �. P F arn' g65� 9 Merr'lttljhOr\nst G R NO. BEARING DISTANCE Lt S 11' 03' 35" W 14 26' L2 S 78' 5551'' E 14.03' L3 S 11' 00' 27" W 14.27' L4 S 33° 28' 46" E 15,27' L5 S 10' 43' 15" W 14.34' L6 S 79' 19' 33" E 13.94' L7 N 45° 28' 48" E 14.14' L8 S 44' 31' 12" E 14.14' L9 S 45° 28' 48" W 14.14' L10 N 44° 31' 12" W 14.14' Lll S 44° 31' 12" E 14.14' L12 S 45° 28' 48" W 14.14' L13 N 44' 31' 12" W 14.14' L14 N 45' 28' 48" E 14.14' L15 S 44° 31' 12" E 14.14' L16 S 45° 28' 48" W 14.14' L17 N 44° 31' 12" W 14.14' L18 N 45' 28' 48" E 14.14' 1_19 S 32' 07' 17" E 14.30' L20 S 59° 07' 45" W 14.30' L21 S 07° 42' 11" E 14,17' L22 S 83° 32' 52" W 14.43' rHPVF TARI F NO. DELTA RADIUS LENGTH BEARING DISTANCE C1 00' 32' 26" 1670.00' 15.76' S 55° 02' 58" W 15,76' C2 DO. 53' 52'' 1620.00' 25.38' N 55° 13' 41" E 25.38' C3 32' 21' 11" 50.00' 28.23' S 49° 39' 21" E 27.86' C4 01' 57' 49" 1070.00' 36.67' S 53° 39' 52" W 36.67' C5 01' 52' 18" 1020.00' 33.32' N 53° 37' OS" E 33.32' C6 02° 00' 34" 770.00' 27.00' S 52° 54' 39" W 27.00' C7 06-15- 41" 720.00' 78.68' N 55° 02' 12" E 78.64' C8 33° 58' 13" 200.00' 118.58' S 73° 30' 21" W 116.85' C9 14° 40' 58" 1645.00' 421.55' S 47° 26' 16" W 420.40' C10 92° 41' 43" 50.00, 80.89' S 06' 15' 04" E 72.35' Cll 92' 12' 44" 50.00' 80,47' S 79° 35' 09" E 72.06' C12 15' 50' 30" 1345.00' 371.88' N 46° 23' 14" E 370.69' 013 24° 57' 45" 1 1345.00' 585.99' N 25° 59' 06" E 581,36' C14 13° 01' 25" 1345.00' 305.73' N 06° 59' 31" E 305.07' C15 52-12' 09" 1045.00' 952.11' N 26° 34' 53" E 919.51' C16 51° 25' 33" 745.00' 668.68' 1 N 26° 11' 35" E 646.46' C17 90° 00' 00" 50.00' 78.54' 1 N 45° 28' 48" E 70.71' C18 90° 00' 00" 50.00' 78.54' 1 N 44° 31' 12'' W 70.71' ca 40>= O =O C C T y N» A= co D O mm 00 9. rr� o 8 GC,cS mho °' c NoCD oC)F, � 0Q c w ro]oo W , C n 2L N O CD N I -< v, i w a. F0 C y O x a Default L/1.5/LULU oazo U/ AM Copyright ©2020 Peloton Land Solutions, Inc. IdU-La rirm Neg.no. IUI///Uu N Q. 7h@Ma"t,�5ocl 2 U F W wv9 QaS����� W E O e kTxa m I CY e 26 E I C�aCon S 27 � I S38° 05'14"E IRF 4 0 100 200 300 60.19' 3 '...tt IRF o --- I D`w`-- - -- --- APProxlwte Survey Llne 0\ OP °��"` . � - -2 - -- ----------- -- GRAPHIC SCALE IN FEET 56 X0�6 ° �� O> �� c�6 O 00 , N6 25 R 1IRF 6D 2V ° 28 \ \ Cn 5 o �� O .,� 1 26 s, IRF SySbO� �1� 28 27 2 00°'5 29 2s 2 6 �' 6 00 W - 5' W.M.E. OA ase' `y 15,30 /O, IRF �� ��. N 00 00 Za Ns N �a �S 30 my 6 0� T�O� k, cs RF X /HF 31 0 Q �h l 31 7X O 32 z 20'81.' g7 A/ 9��, 55�� 0 Z �001 �Pl Ve 7 261 8_68;� gj / a0 �, v; 6 \� 37 �9Y1 6 IRF N89'3033 W D1Ckl�$O / yk JO ,V Y \\ ��� osa1�'�e O 5 ' �j0' o r- 6'= A� i� 4 - C8 22 > / ,S c 5 F O� fro a 3 NNoRP �0• 560 3 S� R6, 609, SOS a r'`� 2 aGy west \� O $ r_� s� 4 O s,s 5°�Ss ti�,s OM\'O�, 1�� Creeks PhdseB 3g4 6' > > 6°y 7 IRF o '�� 'Y ie `LO 8 62• 6� � S �� �, __ 0 �/ �ySt� R .0 3 5g1' r i Gs P, c 2 rn ° �� o, 8 �o j G1 lotO� 00 0 3 rn o D �" Rc2 O S RF �s IRF 25 24 23 22 21 r. nN 2 rn OO S 2Q d'; O, �' O,' 26 00 6s A8, p° ti G ° M 9 5�/ / N56° 49'09"E �' z 1 o ro 2" ,2� DSO u, Ci� 1�J� / !R/N�9 I� 38 59.60' �� 27 0 5' W.M.E. oo 0 2 S,, O, 2 / 6 tS` � 91.67' � 6SQ6 R2° 10 sy /y 65.00' N89° 30'32"W c�'�O 2S v9� / e Sid 7°IRF y0 69.19' 94.08' yR 22 00 >, �j Sj l� �a 1 �s� 37 Sc�, C ZveY� 27.79' u° /y �°' 49) 2 , S 6- s O RF 96 ,a S; 5 J paa� 7 36 2 j 6� 2 �j O 6 5' s� SO S 7j, OF r? 5 lN N 60 12 Gj�? ObJ� A S SA9 °O, �7, S S,� .,�6, hO 2 ll: LQ� 4 m Shy �/ O �� 35 S F 0" 3 SS° 24 O �� �o� uS� L�o , %s 6 / s�2sOs, s9s� �9 °4 �Ir �o '� (aF S24° 10'03"W 2 3 a°s 13 ?� / sx F o, F 6o>i .s ti�� 2s �� 20.00' y �, 7/ S° 34 0 iy 51.26' l�,S`]� 01 'S� 2n rS, /' -` ~J 1 �6 s6s 14 6 �O / / L SA p0, i9 S9 ?, c'Q G p iI � R `� IRF G 17 S S° F 6 �° ;" Ro° 26 iy 33 2 O, 9. g9� 1� CIl IRF 18 �S °2, , u vS S cy'3, �L.-- RP 6x 19 9 ,g '>> S; 20 / (f1 v'° 20 3221 15 Dry '� 2A2° 27 Ai ,oO / ��� / ti' o u A 2- / / 0 22 l ( '/ OHO 2`SD ,R6 S`9 G'%y '.v ti Q, �9k/ / . / d- `�'�, s `�•%,��,, �6,� v( I RP 40.45' SAO°o, F 60, ) AS° 28 /y �j9 ' /, / \ 90 fl� n `r• 23 S80° UP O1'51'v/ Cl 31 39, �° ��u,OR / so /,/ SS s5? \O: \ Tract Una e o 123. m P,siG a 1 s s ,r ek Y� 99\G O,O`Ye ��\ir; /' S \36•�,S?3 > \'C; •?7'�ry'` c3` ,2A°090 16, /J`O QO ir, �9 O �'c2\�•� Si" eecill 16 o`' a' �tio' `'�• 6�\ ; ss\Sy��3!\ O\� �?\y ,�s\>, ��1 T�J�• , /, / 2Ru°3 , /RF30 4 s SS563114W 5 L50.00' O 1O42 R17 2 Dc \ ?�\. s Q° �ti ti o ��, J b S37° 19'03"E 2 Co �O� ��� 18 O� �c \,is . �\ �N />° 4 �,, h� 9 x o 41 °' /y O , O .d L22 " O S O `7 (RF 50.00 2Sc�Q o, `'J/ GDc /0a .0 2A 'dam, N V6 1 NSS° 19 00 L 21 J�' SSO° 5 2s F k0� a s°� 40 �O�//RF s Gb IRF 1a' `7 72 47' / ,' / �d �R Ns �v' O a >, 2S', h, / 2Sp �S'', 6/ 2 yY 4u 39 >9, S', h Jk RF cT�° tS> 16 15 ry� ^O. .8 y, 0. OJ S O, F -gyp, h O� 6° �O" 1h ,/ 6 Z\ Use° 20 0Y S2° 6 30, , u a j 7 \ CP. � 17 v 1 4' b > '' d / t' h 9 R �' `L `1� 'S SS SS r, R' `�' 5 X /^j� 0, '1P �� 9S 900 / 4�6 , d° 19`�° > �: �• 18 �°, o. '�Q s s }�, sue, sF e �e / S 7 SO`3 ti F9°OO, �F; `�9, '•�� 19 ``� 01?,DTl 'D 1 Jp„ J39 21 SS° R2 2y Si° 37 co / �0 0 �° t8 F d$ 9 >ti >>, /� / s >,, 9 u 2� '� p ems, 6 1j1g la'O 277 2°O3 lb:' 6,70 .j�� R �2RSSS•, h / o-j Sp1,sOp�°9,, R`9 A`9`' 60� s\,� �� ° 7••�� '�h Z O c�10 ,�p� . \& Z a° 00 10 R" A 22 SS 8 3&, 29g 40 �' / �2 76, 6s'O ��$ J co 12 0 11 Cn I 'SR S p x9 A, �A 20 9 �GJ I✓) 2 OSa oi/ / 7? 49,7 67 <Y 26.79' �u 22', ��? O SA6° 16`?° °°' RF,'Ry,7y 2 ,5`L , O° \ IRF �° ��` O 2 14 0% 13 p L" CD 3> 2„ w; a % s s., 7 , 6 , o s o \ \, Q • 4.QI 4' / S Ns>° 35 h/ / % �S >, F 59,, 2 S " u> S 01 ° � OD 9 w h' °0' F ° � 7 O' 6" 9 c' � �7 � � CO � V (0 r 29° a p S p 59,, 9 ? 2A O, ' Op W J N N / 3' O, 72 O 8 3° <i O lRF O Q N 't o N6S° 23 / y ,/ S67° 9 4?57,, J2sr 84&,, /Yj SSA° 159°S F s, 6o S, 3 21 �h f0 lP 16 ° 6i 1 N O? tJ� CV n 33, �r ' �� / �g 7 4 6 7 N 21.21' 62, ly �p / �� 7 3>, >'p Q Jj,, G l CA _1 c4 (r1 va f T1 s- 7 'S 2 0. G 1 � 17 O S SODS Q9u y2 uj° 22 sG, !y �? RF r O��L ! o �f - 0 Q IRF IRF lRF 24S`49° 14- -1 O �� 3S �Y �?J� V �(1\ to O �1 Cn 1RF o ii 5' W.M.E. S,6 10 E 4„W 16.22 33S' W ho' I�S4�R ,g9°8'' R R,A� �O� / O Sys° 18 sS O s� � <" IRF A = 26 38 04 77� ISp„ rn Qy,/ Cl3 72 40Sp 70' N62° /I S3 °0, 9F As h NSA° 23 h�%/ ��' 7� / r SA RF RF R 235.00' 0 39 W / F 72 3742 ryh; / SS>° 133°-y 0� > 72 2>, / l7 3 19 S p p, Q IRF IRF L 109.24' '�'>O,`S>' A 73,, �` SS��O' `�; Q90p, -% 2� LC- S610 51, 11„ W .21 00, 25 b 32 24 z 7° RF 108.26' yL , �o •� � °'tij�O� 2.gS, �y Op, E o 4> I1 h' 7 7 4 8„ JP (� Off• ao N a > ¢� C/5 / ?S 3g„ 9 !y 17.23' co O , / S2p° 0?5 ¢)/ �`o p0, F 44, 25 h,' / sr •V� ! '� 26 �, J / /L SS2 N6 37 Ut. / S2>° J NS9° KO S 21 Sy°O, N>2- ./ ^'`? l $> 12 69°W io >°S4, �'' •ti/ S 11 77• 2, J 03, h / /O `SOo /° �6,� IRF 0 13 S8'3g„W°3225„ 7.10, W 12486 S w/v?l /`O J64°7j:?27.25, 2469'SS'!y / 2S S" 4, 2S,p0 E n 26 �• 0 0 F 26 / 22 S °' F 9� y ° N> 30 / Q/ h / S24° 0 N6 11X tr er j SJ>° 4 3 /� S 10 0>2 2219' co 2 tler Par 61624 /S'=` 27 13 Sg 1„W �° 6, 0 (y y 67° 4 9" a 72 ?p„ pp S 6. 24, 2"W h' J / J 'h 27• 9.4 w 4'6 ti �? 0 72S jOc 4y8'" A 190 40'57" S FrOn 7uNI N 7p3 8g`_ �� 25 p0, f J 7p' 29 71 a �� �� h 2po� 30// 4 N6 ° 27 Sd 23 32 ° , R = 565.00' 2 st C R C 73•, v� O / / F S O f 6 \n p. Keya L2o / s7s° N>3° �. 9 S7,3 40, �. o ° ° 3 L = 194.09' - N, 6 6 >, ro>6zy,�.D.tgV 03, �> 1>'?9'� h S>0° 4 3 w >> 124 44„ �- (D'/ in I? 743 q 3, IRF = o „ 4GW I32 g� l 4 67 �� 3, 724.g7, w % / M 1 3j'25„ 9.44, N >S, W h/ Cl6 /gym' / S SOO 0•e 976E LC S58 22 38 W s>6° Qo 2s-oo, e ^ 28 a / 24 a>° 193.14 L19 2410j„E 28 �y,n/ " h SI>°4> N> d A S6 23, co 3 0 „ 12s.o0, N j �N 8 38„ °° ti ��o / / 4° a>„ 8 34 19 00 /0'U.E. b 112° a8> 7 5g5s'W/� � S>3°4720" 44W �S, 124294p9„W/ Go/ 72so836'e976!v R = 200.00' 15 °B'ps„NI 2' 24.81' / 12S.00, f 29 ~ 25 S22° 0 RF L = 119.79' pj 4i S79° 19' 67.70, y'�. 27 N, /h / OS7¢°3T4 $ON7 ° / (4 S6 ° 3922„ = o , u 48"E N78° O 7 3"W 4 7>, (V J o 9 42 4g76W ,�� LC S51 03 36 W 125.00, '�> 1240'22"Wlhl l S76°57,ts'4g.44, r24 3'3,W h ^� X�p047'F �. 118.01 I, 4.73 m 1,251, 25 F i 82 j n . S7>° 10X 50, 609° 72'18"W 26 N' I h / S10 2>' 11 S9' 30 2g O S 96"W 67.10, o / 6 47"W N> / % S>4 4g•16' NOTES S82°75'36"E N81°2P491W a; ' S80°0T 49.44, 8°OS'5g„W �, 26'4>„ _4 125 oo� 18.69' 724 87, 10"E 124•68, / j 2 / 125, p0, f (p 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION `no hIa Sob° 76'30°W 25 N; ��' 7 508- 17'52" py -7 91' 31 ' m 27 S73°41'J7''W OF CITY ORDINANCE AND STATE LAW, AND IS SUBJECT TO FINES AND WITHHOLDING N' N 17 5 49, S>g° 70, 9.16, h OF UTILITIES AND BUILDING PERMITS. I �C/4 I 67.10' N84°03'76"W S83° 44' 2 N81°54'22"W'� ' S2°E S85° 71'23"E 23.68' 124.63' ' 125,Ops E 2753, 124.66' g 5(y hi ISp827'D 0° C-) 2. THE UNDERSIGNED DOES HEREBY COVENANT AND AGREE THAT HE OR SHE OR c 0 125.00' 24 NI ti I oI S05° 07'57" n N85 424 2 I �I 28 49. 6W THEY SHALL CONSTRUCT UPON THE FIRE LANE EASEMENTS, AS DEDICATED AS SHOWN W 3 m a I Iml S03° 20'43"W N I o I 4 49.44' ^ 7"yy n, S83° 54'58"E IRF HEREON, A HARD SURFACE IN ACCORDANCE WITH THE CITY OF CELINA'S PAVING o E r O r-> N86° 44'43"W 'nl ,� S86° 27'00"E �j 725.00' ° �� STANDARDS FOR FIRE LANE, AND THAT HE OR SHE OR THEY SHALL MAINTAIN THE xo u o I I 0 18 61.10' 28 124 61' I 125.00' llsl, 124.76' I �Im So3°24'48"W 0 33 25 18 SAME IN A STATE OF GOOD REPAIR AT ALL TIMES AND KEEP THE SAME FREE AND o w s88° oTn°E 6>, m N o 0004 CLEAR OF ANY STRUCTURES, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS 125.00' 23 I SOl° 58'03"W m n m N 49.1s' R= 140.00 a 29 OR OBSTRUCTION, INCLUDING BUT NOT LIMITED TO THE PARKING OF MOTOR VEHICLES, 32.26 S00° 47'S0"W 27 N89° 26'09"W n 1gS 3 49 48 33 n ! S88° 39'03"E L = 81.66' TRAILERS, BOATS OR OTHER IMPEDIMENTS TO THE ACCESSIBILITY OF FIRE APPARATUS. a.o 4 s89° 3r12"E N812 .96' 125.26' p IRF ° " THE MAINTENANCE OF PAVING ON THE FIRE LANE EASEMENTS IS THE RESPONSIBILITY 0 35.24' 19 64.44' m 124.80' S�, „� 125.OD' LS 124.96' a IQ92, g6 _ LC- S17 11 27 W 0 1 �I h l0 Soo° 28'48"W 0 ?' MI C 30 r`' 80.51' OF THE OWNER, AND THE OWNER SHALL POST AND MAINTAIN APPROPRIATE SIGNS IN 4j ( S89° 31'12"E � r) ,L 22 co co o m o ,o ^ '0 0 34 _ CONSPICUOUS PLACES ALONG SUCH FIRE LANES, STATING "FIRE LANE, NO PARKING." 125.00' �� 00 M 0 0 2 o r S89° 31'12"E t I v1 o N89° 31'12"W r' N S89° 31'12"E N89° 31'12"W t' THE LOCAL LAW ENFORCEMENT AGENCY(S) IS HEREBY AUTHORIZED TO ENFORCE IN ti 124.84' 0 25.00' 125.00' 0 125.D0' o PARKING REGULATIONS WITHIN THE FIRE LANES, AND TO CAUSE SUCH FIRE LANES SOO, 28'48'W°N° 27 m; ;o SOO' 28'48"W o O of 00 31 I AND UTILITY EASEMENTS TO BE MAINTAINED FREE AND UNOBSTRUCTED AT ALL TIMES 10 m 20 76.29' m N N oI o 35 0 " FOR FIRE DEPARTMENT AND EMERGENCY USE. -___ l5'81_ I o I L--- o l5'BL. I �� S89°31'12"E w 115.00' --- - 115.00' lL z-115.00' --115.00' -� '0 125.00' o I - L16 I 0 0 3 3. THE UNDERSIGNED DOES HEREBY COVENANT AND AGREE THAT THE ACCESS TractUne� L17 7.5'U.E. L13 75'UE. L12 �` l0 32 0 EASEMENT MAY BE UTILIZED BY ANY PERSON OR THE GENERAL PUBLIC FOR INGRESS Solomon River Trail _ _ ' ~�'----------- - - -- a ----------- -------- h S89°31'12"E 'r' AND EGRESS TO PUBLIC VEHICULAR AND PEDESTRIAN USE AND ACCESS, AND FOR ff 300.00, 58931'12"E 300� - 4 125.00' FIRE DEPARTMENT AND EMERGENCY USE IN, ALONG, UPON AND ACROSS SAID PREMISES, H I L18 7.5'UE L15 7.5'UE. j o 0 L14 L71 f o� WITH THE RIGHT AND PRIVILEGE AT ALL TIMES OF THE CITY OF CELINA, ITS AGENTS, � 1-- 115.00'--- 175.00' -- 115.00' -- 115.00' -- m ,� 33 ao y 1 -� 0 0 EMPLOYEES, WORKMEN AND REPRESENTATIVES HAVING INGRESS, EGRESS, AND REGRESS 00 ,y. o r l5'e•L• o b, ,o �5'B1. o ( 'n S89°31'12"E "' IN, ALONG, UPON AND ACROSS SAID PREMISES. N I o 24 0 to I W o l 1 00 24 Oo 1 ,0 125,00' o y S89° 31'12"E D N89° 31'12"W h1 S89° 31'12"E O N89° 31'12"W 12i 0 34 0 4. THE AREA OR AREAS SHOWN ON THE PLAT AS "VAM" (VISIBILITY, ACCESS AND j', • 125,00' 125.00, -i h I � 125.00' 125.00' _ I6 MAINTENANCE) EASEMENT(S) ARE HEREBY GIVEN AND GRANTED TO THE CITY, ITS c� Ib 0 o m of o m 0 pjlo, S891 31'12"E O SUCCESSORS AND ASSIGNS, AS AN EASEMENT To PROVIDE VISIBILITY, RIGHT OF ACCESS INw to l 2 6 23 alp, to N 2 o O 23 a p' to t25.00' o O FOR MAINTENANCE UPON AND ACROSS SAID VAM EASEMENT. THE CITY SHALL HAVE THE w� S89° 31'12"E N89° 31'12"W N S89° 31'12"E N89° 31'12"W �I N o 35 0o T RIGHT BUT NOT THE OBLIGATION TO MAINTAIN ANY AND ALL LANDSCAPING WITHIN THE io m 125.00' 125.00' 125.00' 125.00' o' D o �l VAM EASEMENT. SHOULD THE CITY EXERCISE THIS MAINTENANCE RIGHT, THEN IS SHALL 0 o S89 31'12' E W o 3 OL 22 01 o 0 0 oI I BE PERMITTED TO REMOVE AND DISPOSE OF ANY AND ALL LANDSCAPING IMPROVEMENTS, 0 0 22 0 125.00' �j o N o ° �I o 3 o n, ;o o INCLUDING WITHOUT LIMITATION, ANY TREES, SHRUBS, FLOWERS, GROUND COVER AND r S89° 31'12"E N89 31'12"W I S89° 31'12"E ° N89° 31'12"W 1 0 36 H o N y o l O o w FIXTURES. THE CITY MAY WITHDRAW MAINTENANCE OF THE VAM EASEMENT AT ANY r� I 125.00' 125.00' �_ 125.00' 125.00' ,n am i 00 0 o I o o b I I S89° 31'12"E TIME. THE ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST N i I o 4 0 21 l o� l0 0 21 0, A 3 WITH THE OWNERS. NO BUILDING, FENCE, SHRUB, TREE OR OTHER IMPROVEMENTS OR 125.00' O S89° 31'12"E D N89° 31'12"W °i I ;� S89° 3t'12"E N89° 31'12"W ; I l0 0o GROWTHS, WHICH IN ANY WAY MAY ENDANGER OR INTERFERE WITH THE VISIBILITY, SHALL 50' 0 37 o C. BE CONSTRUCTED IN, ON, OVER, OR ACROSS THE VAM EASEMENT. THE CITY SHALL O 25.00' 3 _ 125.00' 125.00' 3 25.00' �1 Z o o °� o I to 0 0' (# "o S89° 31'12"E ers, �` ALSO HAVE THE RIGHT BUT NOT THE OBLIGATION To ADD ANY LANDSCAPE 60 I 5 0 20 J 0, 0 o r tr to N I 5 a 20 I I 125.00' r Pa 62A IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT ANY TRAFFIC CONTROL DEVICES OR S89° 31'12"E N89° 31'12'W °p o� ' o o FrOntle Q1� "61 SIGNS ON THE VAM EASEMENT AND TO REMOVE ANY OBSTRUCTION THEREON. THE S89° 31-12"E N N89° 31'12'W 1 38 8 2 5a 125.00 0 _ 125.00' _ I 125.00' 0 125.00' -1 h o 2 last R 0 •C CITY, ITS SUCCESSORS, ASSIGNS, OR AGENTS SHALL HAVE THE RIGHT AND PRIVILEGE o m 0 0 0 '0 0 E) m o, I S89° 31'12"E C AT ALL TIMES TO ENTER UPON THE VAM EASEMENT OR ANY PART THEREOF FOR THE I 0 a 6 N 0 19 0 �+ l0 6 v 0 19 N o' ap m 125.00' o PURPOSES AND WITH ALL RIGHTS AND PRIVILEGES SET FORTH HEREIN. n S89° 31'12"E N89° 31'12"W D A 1 0 S89° 31'12"E in N89° 31'12"W 'o � I loll 0 I 125.00' 125.00' 0 125-00' 125.00. o N 39 0 5. THE CARE, OWNERSHIP AND MAINTENANCE OF ALL OPEN SPACE\COMMON AREA LOTS ,o 0 0 .-0 0 o " S89' 31'12'E o O o I o 0 0' IS THE RESPONSIBILITY OFTHE HOA, INCLUDING DETENTION PONDS. I l0 7 0 8 �' ;o 7 O o 18 0 125.00' �o S89° 31'12"E ' N89° 31'12"W C� S89° 31'12'E N89° 31'12"W of ;0 40 o a 6. ALL CORNERS SET ARE 5/8 INCH IRON RODS WITH PLASTIC CAPS STAMPED i 125.00' 125.00' .+' 125.00' 125.00' o "PELOTON" UNLESS OTHERWISE NOTED. o a :o 0 o S89° 3112"E o �+" 0 8 0 17 0 v '0 8 0 17 0l 50' 125,00' 0 0 N 0 0 0; 0 0 7. THE HOME OWNERS ASSOCIATION SHALL BE SOLELY RESPONSIBLE FOR THE ' I S89° 31'12"E N89° 31'12"W S89° 31'12"E O N89° 31'12"W ° l0 41 125.00' 125.00' �" I 125.00' 125.00' 6 MAINTENANCE OF THE STORM WATER SYSTEM AND STORM DRAINAGE SYSTEM ON �I :0 0 t6 0l o 00 0l W I S89°31'12"E PRIVATE PROPERTY. THE PROPERTY OWNER SHALL FURTHER HOLD THE CITY OF m I > l0 9 0 0; Io 9 o 16 o 2 125.00, CELINA HARMLESS FORM ANY DAMAGES TO PERSONS, TO THE OWNER'S LOT OR ANY m o P' I S89° 31'12"E N89° 31'12"W w S89° 31'12'E N89° 31'12'W owl � ,0 42 o LOT ARISING FROM SUCH MAINTENANCE RESPONSIBILITY, THE DRAINAGE EASEMENT ro o u o , w 1 125.00' 125.00' o i 125.00' 125.00' o of SHOWN HEREUNDER SHALL NOT CREATE ANY AFFIRMATIVE DUTY TO THE CITY TO a Ld �' Ja o m o m o: o m o I ° S89° 31'12"E Loll REPAIR, MAINTAIN OR CORRECT ANY CONDITION THAT EXISTS OR OCCURS DUE TO J�IQ N 10 00 15 NlOnl o ,o N 10 0 15 o OOi W o m 125.00' 0 00 THE NATURAL FLOW OF STORM WATER RUNOFF, INCLUDING BUT NOT LIMITED TO, i W g� iD S89° 31'12"E N89° 31'12"W I z S89° 31'12"E D N89° 31'12"W 'n' I to n 43 o STORM WATER OVERFLOW, EROSION AND SLOUGHING, LOSS OF VEGETATION AND ono IZ 0 125.00' 0 125.00' oI I o 125.00' 125.00' N ,0n) 00 TREES, SUBSIDENCE, AND INTERFERENCE WITH STRUCTURES. THE CITY RETAINS THE 1 ,0 o L o 0 0 4 0, Io S89° 31'12"E n1 RIGHT TO ENTER UPON THESE EASEMENTS FOR PUBLIC PURPOSES. " 0 11 6 O 14 0, to O o, 0 125.00' ° S89° 31'12"E n N89° 31'12"W I h S89° 31'12"E N89° 31'12"W 12 0 44 0 0 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAIN ACCORDING O to 125.00' 125.00' 1 125.00' 125.00' 1 0 0 (n TO COMMUNITY PANEL NO. 48121CO290G, DATED APRIL 18, 2011, OF THE NATIONAL o 0 0, o 0 0 S89° 31'12"E FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. M 12 0 13 0' 0 12 75'UE. 0 3 15.06' 125.00' 15.39' A �0 5'B.L ° --�n I I O 'o ? r) o 1 _ _ ` l5' 1 92> ;, tI N 45 10 9. A PUBLIC TRAIL SYSTEM MAY BE INSTALLED ON ANY HOA OWNED OR MAINTAINED P; Rp 5'-lo o0' "-115.00''-- L9 I L10-115.00' ' 1-100.00' - RP 'Cp 18.71' N LOT. °0II` N55'!0'04^N 7.5'U.E. N56'07'40"E / S85° 42'52"E E, Go\ C18� 359T _ _Rinco_n Bayou Drive_ 35.97' /� 120.68' oo 'A 250.00'----------- -�- Y N� S° =5 ' 7S`U£.N893/'12W S89'31'!2"E 25-7.5U.E h 0 A Final Plat of n 4�2 r L8 I L7 50= R 0 M/ti 46 H 50.00' SO.OD' S0.00' 50.00� 50.00' 50.00' 50.00' 50.00' y5 1 SQ OCo N9Ol 1i i�-52 00 - BL25'BL50, N �S 00 3 =e °° -It °° O 00 a ) oo 00 �l Creeks of Legacy1) 00 o 00 60 �a0^ C, F w Point of Beginning RF N00o 29'27"E 35.00' IRS o o (n 60.13' `- 1 a� N S0.00' 2� N S0.00' Lo 3 `� o S0_00' � 4 N °¢ O Lo S0.00' 1 5 N `- o O 50.00' v 6 60.01' �i l WIC j N Lk1 �bi - c J. 2 I N ' l N o p lm N 60.01' 51 N o o �N 50.00' o 50 a o o 50.00' a) 49 a o- 50.00' ro 48 58.61' . co 3 159, 5' WM.E_156.42'_ IRF City of Celina (Right -Of -Way, 1.436 Acres) I'll 4­.- 2008-9821 C.R.D.C.T. West Phase 2 211 RESIDENTIAL LOTS, 4 OPEN SPACE \ COMMON AREAS, Totaling 50.449 ACRES SITUATED IN THE J MCKIM SURVEY N89°28'22"E 370.18' 35.00' 5' W.M.E. 13X IRS N89°28'22"E 425.07' 35.00' 12X 35.00 IRS ° ' S89 28 22 W 370.18 S89° 28'22"W 425.07' TO BE ABANDONED 25' 25' TO BE ABANDONED ABSTRACT NUMBER 889,AND THE A.THOMASSON N00° 28'48"E Rs IRS S00° 28'48"W SURVEY, ABSTRACT NUMBER 1265, City of Celina 35.02' S89° 28'22"W 35.02' City of Celina CITY OF CELINA, DENTON COUNTY, TEXAS (Right -Of -Way, 1.358 Acres) (Right -Of -Way, 1.358 Acres) Inst.- 2008-9821 50.00' Inst.* 2008-9821 C.R.D.C.T. C.R.D.C.T. Owners P CADG Creeks of Legacy Stonegate, LLC., Partnersh1p CADG Creeks of Legacy West, LLC, er M t/�hpr�tFg9 p965�9 1800 Valley View Lane r,t ors C 9 O.0 Suite 300 Farmers Branch, Texas 75234 469-892-7200 City Project City of Celina s m ::::: A Final Plat of Job #: CEN 15001 Revisions: . • . • . ' f' E LOTO N Drawn By: D. Freemon N � I LAND SOLUTION S Creeks of Legacy West Phase 2 Checked By: T. Bridges X Date: 08-30-18 m SITUATED IN THE J. MCKIM SURVEY, ABSTRACT NUMBER 889, AND THE A. THOMASSON m i 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH, TEXAS76177 PHA817-562-3350 SURVEY, ABSTRACT NUMBER 1265, CITY OF CELINA, DENTON COUNTY, TEXAS J:\Job\CEN15001_Stone gate\SU'\CEN15001_PA2.dgn Default L/1J/LULU 0:ztD;zI /HIVI Copyright©2020 Peloton Land Solutions, Inc. IbJ-Lb rirm Keg. No. JUviiUU STATE OF TEXAS COUNTY OF DENTON WHEREAS, CADG CREEKS OF LEGACY STONEGATE, LLC., CADG CREEKS OF LEGACY WEST, LLC., AND THE CITY OF CELINA, ARE THE OWNERS OF A TRACT OF LAND SITUATED IN THE J. MCKIM SURVEY, ABSTRACT NUMBER 889 AND THE A. THOMASSON SURVEY, ABSTRACT NUMBER 1265, DENTON COUNTY, TEXAS AND BEING OUT OF A 56.448 ACRE TRACT AND A 46.050 ACRE TRACT CONVEYED TO THEM BY CTMG FRONTIER 80,LLC. AND A 1.358 ACRE TRACT CONVEYED TO THEM BY COUNTY CORNERS PARTNERS, L.P. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEING A TRACT OF LAND SITUATED IN THE J. MCKINN SURVEY, ABSTRACT NUMBER 889 AND THE A. THOMASSON SURVEY, ABSTRACT NUMBER 1265, DENTON COUNTY, TEXAS, CITY OF CELINA, DENTON COUNTY, TEXAS AND BEING THE REMAINDER OF THAT TRACT OF LAND DESCRIBED BY DEED TO CADG CREEKS OF LEGACY STONEGATE, LLC. (HEREIN AFTER KNOWN AS STONEGATE)RECORDED IN INSTRUMENT NUMBER 2017-89840,COUNTY RECORDS, DENTON COUNTY, TEXAS, BEING THE REMAINDER OF THAT TRACT OF LAND DESCRIBED BY DEED TO CADG CREEKS OF LEGACY WEST, LLC. (HEREIN AFTER KNOWN AS WEST) RECORDED IN INSTRUMENT NUMBER 2017-89907, SAID COUNTY RECORDS, AND BEING A PORTION OF THAT (1.358 ACRE) TRACT OF LAND DESCRIBED BY DEED TO THE CITY OF CELINA RECORDED IN INSTRUMENT NUMBER 2008-9821, SAID COUNTY RECORDS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE SOUTHWEST CORNER OF SAID STONEGATE TRACT, BEING THE NORTHWEST CORNER OF SAID CITY OF CELINA TRACT, AND BEING IN THE EAST LINE OF THAT TRACT OF LAND DESCRIBED BY DEED TO MERRITT / THORNTON FARM PARTNERSHIP, L.P. RECORDED IN INSTRUMENT NUMBER 99-096579, SAID COUNTY RECORDS; THENCE N 00' 29'27"E, WITH THE WEST LINES OF SAID STONEGATE TRACT AND SAID WEST TRACT AND THE EAST LINE OF SAID MERRITT / THORNTON FARM PARTNERSHIP TRACT, AT 869.86 FEET THE NORTHWEST CORNER OF SAID STONEGATE TRACT, BEING THE SOUTHWEST CORNER OF SAID WEST TRACT, IN ALL 2464.63 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; THENCE N 00' 29'21"E, 145.18 FEET, CONTINUING WITH SAID COMMON LINE TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE SOUTHWEST CORNER OF LOT 26, BLOCK A, CREEKS OF LEGACY WEST, PHASE 1, AN ADDITION TO THE CITY OF CELINA RECORDED IN INSTRUMENT NUMBER 2018-394, SAID COUNTY RECORDS; THENCE DEPARTING SAID COMMON LINE WITH THE WEST LINE OF SAID PHASE 1 THE FOLLOWING COURSES AND DISTANCES N 56' 31'14"E, 110.76 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 38, 0511411E, 60.19 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 56- 3114"E, 143.84 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33' 28'46"E, 115.01 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND, S 110 03'35"W, 14.26 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 56- 31'14"W, 20.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33' 28'46"E, 50.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 56° 31'14"E, 20.00 FEET, TO A 5/B INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTOW FOUND; S 78- 55'51"E, 14.03 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33° 28'46"E, 230.02 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 11-00'27"W, 14.27 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; WITH SAID NON -TANGENT CURVE To THE LEFT, AN ARC DISTANCE OF 15.76 FEET, THROUGH A CENTRAL ANGLE OF 00- 32-26", HAVING A RADIUS OF 1670.00 FEET, THE LONG CHORD WHICH BEARS S 55- 02'58"W, 15.76 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 35' 13'15"E, 50.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; WITH SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 25.38 FEET, THROUGH A CENTRAL ANGLE OF 00° 53'52", HAVING A RADIUS OF 1620.00 FEET, THE LONG CHORD WHICH BEARS N 55° 13'41"E, 25.38 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 34' 19'23"E, 125.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 56° 49'09"E, 59.60 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 32' 02'19"E, 137.35 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 24° 10'03"W, 20.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; WITH SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 28.23 FEET, THROUGH A CENTRAL ANGLE OF 32° 21111", HAVING A RADIUS OF 50.00 FEET, THE LONG CHORD WHICH BEARS S 49- 39'21"E, 27.86 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33' 28'46"E, 224.79 FEET, TO .A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 56' 31'14"W, 50,00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33' 28'46"E, 15.27 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 10- 43'15"W, 14.34 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; WITH SAID NON -TANGENT CURVE To THE LEFT, AN ARC DISTANCE OF 36.67 FEET, THROUGH A CENTRAL ANGLE OF 01- 57'49", HAVING A RADIUS OF 1070.00 FEET, THE LONG CHORD WHICH BEARS S 53° 39'52"W, 36.67 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 37' 19'03"E, 50.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; WITH SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 33.32 FEET, THROUGH A CENTRAL ANGLE OF 01- 5218", HAVING A RADIUS OF 1020.00 FEET, THE LONG CHORD WHICH BEARS N 53' 37'06"E, 33,32 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 79° 19'33"E, 13.94 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33' 28'46"E, 230.09 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 10' 24'39"W, 14.42 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE To THE LEFT; WITH SAID NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 27.00 FEET, THROUGH A CENTRAL ANGLE OF 02° 00'34", HAVING A RADIUS OF 770.00 FEET, THE LONG CHORD WHICH BEARS S 52° 54'39"W, 27.00 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 38° 05'38"E, 50.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; WITH SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 78.68 FEET, THROUGH A CENTRAL ANGLE OF 06- 15'41", HAVING A RADIUS OF 720,00 FEET, THE LONG CHORD WHICH BEARS N 55° 02'12"E, 78.64 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PE'-OTON" FOUND; S 31- 49'57"E, 125.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE SOUTHWEST CORNER OF AFOREMENTIONED PHASE 1; THENCE WITH THE SOUTH LINE OF SAID PHASE 1 THE FOLLOWING BEARINGS AND DISTANCES N 580 51'31"E, 14.35 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 61- 51'36"E, 47.97 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 66- 28'50"E, 47.97 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 71- 06'05"E, 47.97 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 75- 43'23"E, 47.97 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N 80' 19'26"E, 47.59 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; N B4- 54'26"E, 47.59 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 85' 57'21"E, 48,34 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND IN THE EAST LINE OF AFOREMENTIONED STONEGATE TRACT, BEING THE WEST LINE OF THAT TRACT OF LAND DESCRIBED BY DEED TO 28 FRONTIER PARTNERS, LLC., RECORDED IN INSTRUMENT NUMBER 2017-61624, SAID OFFICIAL PUBLIC RECORDS, THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT; THENCE WITH THE EAST LINE OF SAID STONEGATE TRACT AND THE WEST LINE OF SAID 28 FRONTIER PARTNERS TRACT THE FOLLOWING COURSES AND DISTANCES: WITH SAID NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 109.24 FEET, THROUGH A CENTRAL ANGLE OF 26- 38'04", HAVING A RADIUS OF 235.00 FEET, THE LONG CHORD WHICH BEARS S 61- 51'11"W, 108.26 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 48' 32'09"W, 159.09 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 194.09 FEET, THROUGH A CENTRAL ANGLE OF 19° 40'57", HAVING A RADIUS OF 565.00 FEET, THE LONG CHORD WHICH BEARS S 58' 22'38"W, 193.14 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A REVERSE CURVE TO THE LEFT; WITH SAID REVERSE CURVE TO THE LEFT, AN ARC DISTANCE OF 119.79 FEET, THROUGH A CENTRAL ANGLE OF 34-19-00", HAVING A RADIUS OF 200.00 FEET, THE LONG CHORD WHICH BEARS S 51° 03'36"W, 118.01 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND; S 33- 54'06"W, 214.10 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 81.66 FEET, THROUGH A CENTRAL ANGLE OF 33° 25-18", HAVING A RADIUS OF 140.00 FEET, THE LONG CHORD WHICH BEARS S 17' 11'27"W, 81.66 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PEL.OTON" FOUND; THENCE S 00' 28'48"W, AT 965.97 FEET A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE SOUTHEAST CORNER OF SAID STONEGATE TRACT, BEING THE SOUTHWEST CORNER OF SAID 28 FRONTIER PARTNERS TRACT AND THE NORTHEAST CORNER OF AFOREMENTIONED CITY OF CELINA TRACT, IN ALL 1000.97 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET IN THE EAST LINE OF SAID CITY OF CELINA TRACT; THENCE S 89° 28'22"W, 425.07 FEET, DEPARTING SAID EAST LINE TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET; THENCE S 00° 28'48'W, 35,02 FEET, TO THE SOUTH LINE OF SAID CITY OF CELINA TRACT, BEING THE NORTH LINE OF AFOREMENTIONED MERRITT/THORNTON TRACT; THENCE S 89' 28'22"W 50.00 FEET, WITH SAID COMMON LINE TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET; THENCE N 00° 28'48"E, 35.02 FEET, DEPARTING SAID COMMON LINE TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET; THENCE S 89' 28'22"W, 370.18 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET IN THE WEST LINE OF SAID CITY OF CELINA TRACT, BEING THE AFOREMENTIONED EAST LINE OF SAID MERRITT/THORNTON TRACT; THENCE N 00° 29'27"E, 35.00 FEET, WITH SAID COMMON LINE TO THE POINT OF BEGINNING AND CONTAINING 2,197,572 SQUARE FEET OR 50.449 ACRES OF LAND MORE OR LESS. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THIS PLAT APPROVED SUBJECT TOO ALL PLATTIN-Gr ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY of CELINA, TEXAS WITNESS, MY HAND THIS THE s- DAY OF ��19 ,2020. BY CADG CREEKS OF LEGACY WEST,LLC, A TEXAS LIMITED LIABILITY COMPANY BY CADG HOLDINGS, LLC, A TEXAS LIMITED LIABILITY COMPANY ITS SOLE MEMBER BY MMM VENTURES, LLC, A TEXAS LIMITED LIABILITY COMPANY ITS MANAGER BY: 2M VENTURES, LLC, A DELAWARE LIMITED LIABILITY COMPANY ITS MANAGER BY'-- --------- ---- -- -------- MEHRDAD MOAYEDI ITS MANAGER STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED MEHRDAD MOAYEDI, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS ]THEREIN EXPRESSED. GIVEN 'UNDER `M,A ND E/A�L OFZICE, THI (' DAY �.L�`✓�L•�.��s�s/L - ^------- i IGE SIMMONS NOTARY PUBLIC IN AND FOR T E STATE OF TEXAS ����pYPV�i+� CAITLIN PA Notary Public, State of Texas Comm. Expires 06.05.2021 MY COMMISSION EXPIRES ON .,,,„o` Notary 10 131158423 THIS PLAT APPROVED SUBJECT TO ALL PLATT NO ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF CELINA, TEXAS WITNESS, MY HAND THIS THE 4 DAY OF 1�--____— ,2020. BY: THE CITY CELIN EXAS BY:— NAME:--- ToC+1�, TITLE __ ` — _-`rr4u�"�'r STATE OF TEXAS J COUNTY of COLLIN gEFjORE M THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY AND SEAL OF OFFICE, THIS QL DAY OF _�-2ti___, 2020, ---.:cep------------ NOTARY PUBLIC I AN OR THE STATE OF TEXAS MY COMMISSION EXPIRES ON --- 01 _aLs 7211) E::mNsy VICKI J TARRANTotary 10 g1030Z985 " Commission Expires eptember, 22, 2023 KNOW ALL MEN BY THESE PRESENTS THAT I, TODD A. BRIDGES DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS "SET" WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION ORDINANCE OF THE CITY OF CELINA. f _ i� Lill - f -42- ------.6 SIGNATURE OF THE REGISTERE PROFESSIONAL ME Q�• TODD A BRIDGES (P 5»•»:.�6 t s rer�991q TEXAS REGISTRATION NO. 4940 STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED TODD A. BRIDGES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UND S L OF OFFICE, THIS 13— DAY OF �'e%Marx , 2020. _ _ _ pUgr --- -- --------------------------------- �� rP'�i TIMOTHY WELLS N PUBLIC IN AND FOR THE STATE OF TEXAS "j" mz°°•'' Notary Public, State of Texas „r1� , z�Z Z„ ° i� Comm. Expires 07-27.2022 MY COMMISSION EXPIRES ON - ------------- ------- ++� r,p NOtery ID 13188139.8 THAT CADG CREEKS OF LEGACY STONEGATE, LLC, CADG CREEKS OF LEGACY WEST, LLC., AND THE CITY OF CELINA, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS CREEKS OF LEGACY WEST PHASE 2, AN ADDITION TO THE CITY OF CELINA, TEXAS, AND DOES HEREBY DEDICATE, IN FEE SIMPLE TO THE PUBLIC USE FOREVER, THE STREETS, RIGHTS -OF -WAY, AND OTHER PUBLIC IMPROVEMENTS SHOWN THEREON. THE STREETS AND ALLEYS, IF ANY, ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED, FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT, 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 PLACED ON LANDSCAPE EASEMENTS, IF APPROVED BY THE CITY COUNCIL OF THE CITY of CELINA. IN ADDITION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF CELINA'S USE THEREOF. THE CITY OF CELINA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF CELINA AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF CELINA, TEXAS WITNESS, MY HAND THIS THE F 3 DAY OF t ee�4 ul-n 1 2020. BY:CADG CREEKS OF LEGACY STONEGATE, LLC, A TEXAS LIMITED LIABILITY COMPANY BY CADG HOLDINGS, LLC, A TEXAS LIMITED LIABILITY COMPANY ITS SOLE MEMBER BY: MMM VENTURES, LLC, A TEXAS LIMITED LIABILITY COMPANY ITS MANAGER BY:2M VENTURES, LLC, A DELAWARE LIMITED LIABILITY COMPANY ITS MANAGER BY'-- --------- "f ------- MEHRDAD MOAYEDI ITS MANAGER STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED MEHRDAD MOAYEDI, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE ANDr!CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER M444' AND SEAL OFFICE, THIS t3 DAY OF rya 20 0. __ ___________ _ _ ___ __ ____Pyp1,,+ CAITLIN PAIGE SIMMONS NOTARY PUBLIC IN AND F R STATE F TEXAS o�?' eGy gar „Notary Public, State of Texas •'�� Comm. Expires Oe-05.2021 Q •- Q �� � Notary ut Ij.it ID 131159423 MY COMMISSION EXPIRES ON _ nnr oar00ma om=„ w CD C C] 1'ri C CD T N � 7 CDCD N•• O .s —�O�NO -M�o= 2.m NOS NT -J �O 4 CD co L7 n !'? te a, 'coNCO (,J O QnaN I -< w c w a i w c co -0 CD 4 x v N City Project 11 BLOCK A SQ. FT. LOT 28 9838 LOT 29 8116 LOT 30 11793 LOT 31 16286 BLOCK F SQ. FT. LOT 24 10731 LOT 25 7716 LOT 26 7717 LOT 27 7717 LOT 28 7717 LOT 29 7717 LOT 30 9139 LOT 31 9146 LOT 32 7760 LOT 33 7774 LOT 34 7774 LOT 35 7774 LOT 36 7774 LOT 37 7774 BLOCK L SQ. FT. LOT 1 7450 LOT 2 6250 LOT 3 6250 LOT 4 6250 LOT 5 6250 LOT 6 6250 LOT 7 6250 LOT 8 6250 LOT 9 6250 LOT 10 6250 LOT 11 6250 LOT 12 7366 LOT 13 7450 LOT 14 6250 LOT 15 6250 LOT 16 6250 LOT 17 6250 LOT 18 6250 LOT 19 6250 LOT 20 6250 LOT 21 6250 LOT 22 6250 LOT 23 6250 LOT 24 7450 BLOCK H SQ. FT. LOT 18 6809 LOT 19 6809 LOT 20 6809 LOT 21 6809 LOT 22 6809 LOT 23 6809 LOT 24 6809 LOT 25 6809 LOT 26 6809 LOT 27 6809 LOT 28 6809 LOT 29 6815 LOT 30 6357 LOT 31 6250 LOT 32 6250 LOT 33 6250 LOT 34 6250 LOT 35 6250 LOT 36 6250 LOT 37 6250 LOT 38 6250 LOT 39 6250 LOT 40 6250 LOT 41 6250 LOT 42 6250 LOT 43 6250 LOT 44 6250 LOT 45 6480 LOT 46 12508 LOT 47 14428 LOT 48 7294 LOT 49 6961 LOT 50 7005 LOT 51 7049 LOT 52 8467 LOT11X 64940 LOT12X 14877 BLOCKI SQ. FT. LOT 1 10017 LOT 2 8054 LOT 3 8054 LOT 4 8054 LOTS 8034 LOT 6 8054 LOT 7 8054 LOT 8 8054 LOT 9 8054 LOT 10 8054 LOT 11 8054 LOT 12 8054 LOT 13 8054 LOT 14 8054 LOT 15 8054 LOT 16 8054 LOT 17 8054 LOT 18 8054 LOT 19 8254 LOT 20 9487 LOT 21 7804 LOT 22 6285 LOT 23 6637 LOT 24 6634 LOT 25 6634 LOT 26 6634 LOT 27 6633 LOT 28 6633 LOT 29 6632 LOT 30 6633 LOT 31 6633 LOT 32 6634 LOT 33 6634 LOT 34 6634 LOT 35 6634 LOT 36 6634 LOT 37 6634 LOT 38 6634 LOT 39 6634 LOT 40 6633 LOT 41 6633 LOT 42 8733 CERTIFICATE OF FINAL PLAT APPROVAL APPROVEDID ] - Z_ Q- City Development Official Date City of Celina, Texas Witness by hand this _2� 4. day of City Secretary City of Celina, Texas BLOCK K SQ. FT. LOT 1 7450 LOT 2 6250 LOT 3 6615 LOT 4 6623 LOT 5 6623 LOT 6 6623 LOT 7 6623 LOT 8 6623 LOT 9 6623 LOT 10 6623 LOT 11 6623 LOT 12 6623 LOT 13 6623 LOT 14 6623 LOT 15 6623 LOT 16 6623 LOT 17 6623 LOT 18 6623 LOT 19 8316 LOT 20 8700 LOT 21 6900 LOT 22 6900 LOT 23 6901 LOT 24 6902 LOT 25 6900 LOT 26 6899 LOT 27 6900 LOT 28 6901 LOT 29 6902 LOT 30 6900 LOT 31 6899 LOT 32 6900 LOT 33 6901 LOT 34 6442 LOT 35 7450 SB0066A - G019 S179 C499 P1D15 713095- A0889A J. MCKIM TR 1 A(1) 31.4AC-ALL 530240- A0889A J. KC KI M TR 1 A 15.9295AC-A L L 149097 - A1265A A THOMPSON TR 5A 0.1822AC-ALL 52660- A1265A A THOMPSON TR 4 & 5 2.1818AC-ALL PROPOSED CREEKS OF LEGACY LOTS PHASE LOT TYPE 1(501 (MAX 60.07) LOT TYPE 2 (60') (MIN 30.OY) LOT TYPE 3 (70 (MIN 12.0%) TOTAL EXISTING PHASES 240 337 187 764 PHASE 2A 16 50 D 66 WEST PHASE 2 146 65 0 211 TOTAL 402 452 187 1041 PERCENTAGE 1 38.6/ 43.4% 18.0% 100.0/ EXISTING CREEKS OF LEGACY LOTS PHASE LOT TYPE 1(509 (MAX 60.OY) LOT TYPE 2 (609 (MIN 30.OX) LOT TYPE 3 (70') (MIN 12.01) TOTAL PHASE to 124 8 80 212 PHASE 1B 0 84 31 115 PHASE 1C 0 52 39 91 PHASE 28 0 83 0 83 PHASE 2C 0 33 33 66 MODEL HOME PARK 2 3 4 9 WEST PHASE 1 114 74 0 188 TOTAL 240 337 187 764 PERCENTAGE 31.4% 44.1/ 24.5/ 100.0/ BLOCK L SQ. FT. LOT 1 7450 LOT 2 6250 LOT 3 6250 LOT 4 6250 LOT 5 6250 LOT 6 6250 LOT 7 6250 LOT 8 6250 LOT 9 6250 LOT 10 6250 LOT 11 6250 LOT 12 7366 LOT 13 7450 LOT 14 62SO LOT 15 6250 LOT 16 6250 LOT 17 6250 LOT 18 6250 LOT 19 6250 LOT 20 6250 LOT 21 6250 LOT 22 6250 LOT 23 6250 LOT 24 7450 BLOCK M SQ. FT. LOT 1 7450 LOT 2 6250 LOT 3 6250 LOT 4 6250 LOT 5 6250 LOT 6 6250 LOT 7 6250 LOT 8 6250 LOT 9 6250 LOT 10 6250 LOT 11 6250 LOT 12 7450 LOT 13 7366 LOT 14 6250 LOT 15 6250 LOT 16 6250 LOT 17 6250 LOT 18 6250 LOT 19 6250 LOT 20 6250 LOT 21 6250 LOT 22 6250 LOT 23 6250 LOT 24 7450 BLOCK N S FT LOT 1 YAG05,} LOT 2 AKi LOT 3 128 LOT 4 11528 LOT 5 7759 LOT 6 8777 LOT 7 9007 LOT 8 7677 LOT 9 7677 LOT 10 7677 LOT 11 7677 LOT 12 9846 LOT 13 14159 LOT 14 12428 LOT 15 13188 LOT 16 17597 LOT 17 16711 LOT 18 12893 LOT 19 9670 LOT 20 7985 LOT 21 8391 LOT 22 13027 LOT 23 14155 LOT 24 12096 LOT 25 10338 LOT 26 8847 LOT 27 7667 BLOCK P SQ. FT. LOT 1 7623 LOT 2 7279 LOT 3 7330 LOT 4 7286 LOT 5 7242 LOT 6 8583 LOT 1OX 90822 LOT 13X 12956 A Final Plat of 7'EXA Creeks of Legacy West Phase 2 211 RESIDENTIAL LOTS, 4 OPEN SPACE \ COMMON AREAS, Totaling 50.449 ACRES SITUATED IN THE J. MCKIM SURVEY, ABSTRACT NUMBER 889, AND THE A. THOMASSON SURVEY, ABSTRACT NUMBER 1265, CITY OF CELINA, DENTON COUNTY, TEXAS Owners CADG Creeks of Legacy Stonegate, LLC., CADG Creeks of Legacy West, LLC, 1800 Valley View Lane Suite 300 Farmers Branch, Texas 75234 469-892-7200 City of Celina Cl) _ m • • • • . ..... A Final Plat of Job #: CEN15001 Revisions: n •P E L O T O N Drawn By: D. Freemon N N Creeks of Legacy West Phase 2 Checked By: T. Bridges LAND SOLUTIONS rrl SITUATED IN THE J. MCKIM SURVEY, ABSTRACT NUMBER 889, AND THE A. THOMASSON Date: 08-30-18 Fn 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH, TEXAS 76177 PH.# 817-562-3350 SURVEY, ABSTRACT NUMBER 1265, CITY OF CELINA, DENTON COUNTY, TEXAS