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SB0038AEL N I12" IRF 69.956 Ac. 75.72 Ac. Prosper 70 Investments, LTD. i &K 5TX Inveotme , LLC Doc. 009- 519,31 ` Doc.#2009-144-501 ____________________________________ + __________________________ 20' Sanitary Sewer Esmt. Doc: No, 2015-146188 To Be Abandoned BTP Lot 13,970.04' _101,70' 39.51°- S89'32'2Q"£-----_- `dam ~-\ Block X _ 244,13'-_ _ _ _ _ _ _ t 7Q.04' 70.00' 70.00' G5 _ + 50' Temp. Drainage Esmt. _ - _ _ a ► K: 9 ,*o4e_ t84 ' ~ e `` Doe. Na. 2015-1461$9 $i_ 11 12 �7.98' CD S89'S6'32"}`1 13 _ 4.2 ._ ! � �-� j i `` --______________--- _____________________________________.___________.4.__ a r- 83.33" 5' U.E.^63.52` 4�46 2# g - 20' $L I I I 121.03' -5F _ _ _ i 24' BL 1 ® 11 o , - ®- - - J f2" IRS 10 i , �, I B w , t; �---70.00'-_____70.00'_- 70.00°-_ _ --__-__--____________________________________________--___----__----- S89-56'32"w I 1 10 11 I P + t $#GA L-'A Y I E'�.i 'E - i -- -_ _\�" -----------------__ o t ! I 7.98' 1 i - - _ o _ -130.00, c? �' i i # _ - - I + i , 1 N84"1527'E 74.34' N$9'S6'32"€-_29040 --__=_ ___ .4 ______________________________-___________________________---_________________________________________ 64.29' Q I i I ! 7.26 111 ( 94.35 46.03' ' t S31 I S89`56'32"}U I i i 88.25` 120.06' 67,29' 57.69' 93.16' 1 i , 120.59' 8 12 Z uj 130A0' I 41i oj_ CD C_- I 2 -�°, 1 r-5 0Z 1 to S8956'32 "W 1 i 4p 1200' N89'56'32°E 14 120.00 ° S895632w ' N895634E ! , { 0Z #20.00' 12Q.00' 1 0 1 13 I� flL. c, Q o' I o c.t o I Cl o 1 �r 1 1` "�^ S89'S6`32"W ! I i ! + ' I S89'56'32"}y " N89'S6'34'E i' I } ,.tp � i , N89-56'32"E 120.04' I i S89'56'32'W f 120.00' t 124,Q0' 120.00` 1 134.40' t z I a 14 I 6I i 6 14 6 to 0, 1 `�! N$9'56'32"E S$9'56'32"W t 120.00' 15 a, , �I S89`56'32"W a , S89"56'32'W N89'56'34"E i , _ � , 120.00' �, I ; � 130.00' Imo; ;� 12Q.Qo° 124.Q4' , 5 1 � I °° a 5 15 m1 � C � �� I �, CN 5 ��� to �I to � '0 �u �`�, u? i � „ , �;.� `L I w I s l N89'Sfi`32"E z 589'56'32"w p. t 120.00, i I S$9'56 32"W I i i " I S89'56'32 W N89.56 3eE 120,QQ' , 120,00' 120.00' �! I: 130.00' 1 , 54 i 5p' , ty a I a I 4 0 16 d I 4 1 M 4 M °° 16 1 w ROW ROW ROW ca 1 ci 25+ 5 S89'56'32"w o N89'56134"E ( 25 I25 + I N8956'32"E S89'56'32"W 1 25 2T U S89'56'32"W i i t 120.00' 120,00' 1 ! 12QAQ' 120.00' ' i i (3134,00' I 3 1 I �! i1 1 3 d 17 I ►( i 3 17 I 1 i S89`56'32"W ` + , i9 I S89'56'32"W N89'56'34"E I + i { N89`56'32'E S89-56'32"W , 13Q.00' ,; i J 1 120.00 120Cl).0©' i t 1 120.00 12Q.00 I+ i 0 `''2 i EI 2 1g 'I 2 00 5 18 1 Ii { S89'56'32"W i i i1 S89'S6'32"W " N89S6'34 E I i1 N89'56'32 E S89'56'32"W , 130.00' I o {1, 124.00' 120.00' , {1 124.00' 124,00' �� 1 24.04' i i 1 6 19 I 1 19 I00 i I " 1 CY 114.44' 93.77' 120,4Q' i ' 120.00" 124.40' } 17.40' S89'56'32"W r 2Q.G0`v5' `�--120.00''_ _ i5 BL u"> + U sfa 9 aAS } N89"56 32"E S89'56'32'W I I f 120.00' 120.00' , 1 7 10 I _s Lq I I N89'56'32'E S89'5632"W s I 120.4D' 120A0' I 6 11; I N89'56'32"E S89'56'32"W I i 1 12QA0' 120.00' co12 I '` I N89'56'32"E Qc 0 S89'56'32"W' 124A0' 120.00' J m m _ iI N89'56'32"E S89'56'32"W I} 120.00' 120.00' I I ^ 1 3 � 14 1 tloi `I 1 } N89'56'32"E S89-56'32"W i 120.00' 120,00' i L1 2 15 to I co cc N89-56'32"E S89-56'32W i I 120.00' 120.00' } I- I 1 - 16 I ° 120.00' 120.00' t T - 20' Sanitary Sewer Esmt. } Doc. No. 2015-146188 + 40'x50' Street, Utility, ! 10' U,E. & Drainage Easement t By Separate Document LOCATION Mi#I t4�t�,yj, 50f 1" = 24NJ0* ROW tuna Artesia. LLC 25 25 Poo. 2015.121757 NOTES: 4Q'x5Q' street} Utility, & Drainage Easement ( i 1. + } Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network -Texas State Plane Coordinate By Separate Document System, NAD83, North Central Zone (4202). t Doc. No. } , i L4 2. 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. , t 10' U,E i } 3. No tots are within the 100 year flood plane according to FEMA t Temporary Access Esmt. Doc, No. 2005-8933 t i t i FIRM Map No. 48121 CO43OG Dated April 18, 2011. 0 i 1/2" IRS To Be Abandoned B.T.P. t 4. All Block X lots to be used for amenities, sidewalks, trails and O V N 841°5652" E ^� 364.55' ; landscaping; easements for these uses are granted by this plat, ------_-- 75.45 65.45 80,82 138.81' 112- iRS , ' _ i 14E• i t i t ii (F(} 00 \4V ! C?coALI..l. t t t1 4 a a 19 1$ cc 10' Grading & Utility Esmt. 1 °' 21 C> 20 Doc. No. 2005-$936 y To Be Abandoned B.T.P. t i r l t i-7545'=-- I E-6545' 2463f139.90 y� ty6`� �4t I F 1 Lot 2, _ _ ° 207:34' Lot 5, 6 24HO' Lot , � 240A4' ',-Lot 9, � � _ _ _ y v _ - � � � _ ®� _ T _ � r r _ _ _ _ _ _ � _ _ _ � 10' Grading & Utility Esmt. Block X -- f _ Block X � MAL7_154N SQUARE WAY Block X _ _ � _ �Blo�k X � _ � +I" _ _ _ �• _ � Y �-v Doc No. , 005-8936 i - _ 10' U.E. _ 290.56' Lot 4, _ 10' U.E. _ 289.44' Lot 6, N$9`5fi'32"E ►#Q' U.E~_ 294.04' o � 235.53' " 1 17 " `���`� i , Lot i, - ----- - ! Block X �, s + by � '- 7 t ! 2Q9.52' Stock X I 37.67' 239:42' N ;,.� J X ci 20' SSE * -,' , L,t ,`- __ __185.911__; ---I / 177' i ------------------------ Block __ _ RM 20' Sanitary Sewer Esmt. Doc, No. 2015-146188 To Be Abandoned B.T.P. Prosper rt a # t1f • #' •. 0 i `P. or L - 15 D.E, ra0' NOV 56 32 £ y t --58956`32 W - 22.23' 113.77' 102.98' a 11&94' 117.90' 11,55' to.ao' t24.44' 11$,97 !_ �____________________________ ,a o - 11.55' 00 21.27 I i 10' U.E. + ROW 125.00' , 121.98 10' U.E, o r 20 1 n 1 {" 21 a "' 1�n 23 n`" 4Q.24' 8.94' i 60' -8.1$' 1 � 11.13' "' 14.85 " , o v 1 I� {, " �. 25' 25' �; I 16CD 36 3.06' � +ROW <r I " `II S89`56'32"W ! N89'S6 32 £ r, S89 56'32"W -- " N89'56'32'E S89'56'32 W I �? �! t 14' !t E Q 1.0 > > t 10,ti N895632 E 109.18' t u 116.36' 115.36' 118,73 115.64' 1 � i S$9'S6'32"Wt3Dt 30, 130.00' 1 o { w 18.84' zc «a N f5' U. E "? N$9'66 32"£ Q 134.04' , I 19 w 2 16.05' "' 20.60'20 w LA 12.21 2 �. °rs r° 22 "' tk , Lot 10, i Sia t"' 125.4 (} i _ { - I-r + 1 N89'56'32"E } v 1 � " 21.38 ' , i Block X + i � 4 , _ to 35 1 2 S89'56'32"W i S$9'Sfi'32'W �, S89`56'32 W 15 ` N89`56'32"E i I d tt } i� 113.91' { 115.17' r, 115.11' M tQ " 115.40' ROW ' , ! c., ri }, I N89'56'32"£ ra *� K ax «� D 115.61' - r,1 i , I:� 1") iSi t t i S89'S6 32"W I -- r 3 r `4 I ' , 25' 125' " s ! i Note "A" + } I I _ e 3.24' �+ 19 i �*', 21 01 co See Note A' I o N$9'S6'32"£ q i i 1 130.00' 7 18 " 3.24' 10.05' 10.05' 3 ' �, �, , - s i OL 125.00' Sfl'x54' Drainage &Utility Esmt, 130A0' I 12.54 N8956'32 £ I -_ _t Doc, Na. 2flfl5-$934 1 } 1Q' CoSery Esmt, I : S89'S6'32"w " S89'S6'32'W r~ K, , ,� I 19.63' S89'56'32"W 0 34 I �, ) 115A0' N89'56'32 E, ; CoSery Esmt. 1Q' o 1 3 115,00' 1 i 50 1 0 - tt5.40' 1 � 50' w 115.00` Doc Flo, 2015-55330 ' ' 14 To Be Abandoned B.T.P. Doc. No. 2415-55334 t 1+ , 1 I t 1 N89'S6'32"£ 1 1 ROW o 1 4 « 18 I ROW �'o I 115A0' o 20 n+" i _ " ; * 14.45' i i S89'S6'32"W 1 ! i N89'S6'32"E t 25'125' `1 � t Nf _ '� 126.68_-______________.______.__._______________4_i_-.___-________ __,______________..._,_--___.______.____..____ ! 13QAQ' 25` 25' S$9'S6 32"w o r' S89'S6"32"W --I BL3 - -- 130,QQ' l i S89'S6 32"W I 3 'o I 0 115,00' Q 315.00' I R5Q' t58.88' i Lot 11 _ _ _ Lot 13 - _ 1 1 7 1 „ _ 115.40 i i N$9'S6'32"E _ -i3Gl si. . �., 4 t j 0 33 C) , 4 <r 1 . i `c�5 1 5 "' «, 1 ai 115:00' 106.61' (",." Block _X _ _ Block X cc t cn I t °', �' m 17 x ' -, - { Nt39"56'32"£ - s" I OLtv15TED PARK 13C7t1LEVARD S89`56'32"W I i t 1 N$9'S6'32"£ 1 " I ! 1 N89 56'32"£ w 1 ! °' I- � _ 19 „' o , _ !. _ ._ _ _ - _ _- Lot 12 _ _..__. LAt 14, S89'56'32"W Z � n o, 5LVD i 183.88' ! f3L t j2" IRF ' / `'` i er r w 130.QQ'i a I 130A0' S89'5s32 W i iIm #15.QQ «� i4 I 2 _ �3a Block X 43.$ N Sa°52 ^� 1i2?,i3Block X _- r za;0 6 .c+w _ 115.Q0' ! -- i N89'56`32"E _ 9 -- _-+ - '"T' '.. c, l 4-a J 115.Q0' o h m yy4 _ ` 538$ 5' U.E. 75,$7! t BLb,, - 77.45` __61:61`_fi' U.E. `11373 #9.Q1' o co c� co a xoI n"� ei I c.t o �= ao " I �m cc4 in 115.00' 1>kg ~ 47 72 --I " r c k w 'er v _ ._ "- 32 `�'"s" ^ o"' H K 16 0 b ~� ✓ i + tt 116.99` 12#.91 121,23' t22.41' 9. 1 119.42' 118,73'i171 6 :01' i I 4� « 15 i "' N89 56 32"E N corn �a 20 BL i �- :� 0 17' I- 20' BL - r j �•' - / - R - 15' Rear BL 1-- 5 1-.-- s' sat• © 1 l I I 154WitEsit--- Front Property Line 215 LOTS 50.151 ACRES (4.29 UNITS/ACRE) _ - s$2`56 32" u = i w l `N 1 ;us i "' 1 6 �, 1 9.12 - w " ! +t} „, i 1 18 `� 1 18 ` ' '� `� 1 16 j ~' w �� - _ / t .._ fJ 1 t • 4 cn wl i 115.44' S$9 56'32"W I[ 1 0 �' t ca o `- r s4� er to t c t / 1 co 0 0o e> �Q N89'56 32"E S89"56 32"W.' c 1 o t�' 1 c c4, �, o / rn / a 17.52 r ;., 0 3v o m • - 115.OQ` *C "' c , u; 16 1 t t r r;' o "' �' S89'S6'32WW t' t •• t N89 56"32 E i ! 4� N t 11 ,xs 1 {} i 130.00' 115,00' 4�4t c 7 �, i N89'S6'32"E 18 _ 17 < N8..`56'32 E �, qi S89'56'32"W i / 89'S6 32"E 589 S6'32"W : I - i - r 122.36' _ - r 1i7.98` I- I I 115.Qfl' �, /,/ v 121.45 t 117.22' o~ / r rn 121,41 to v> i � � « " 1 � � o .-,,t #19,26 l3 _ � f 31 i 1 J 14 i t N89'S6'32"E r Z -- _ r I t 6 � 1, f" I "� I to "' L "' jam 1 Y y/ 2 Y tt1 2 *� Z 15 i " v?r tit _l 1 t _ " ! " ttL � ,, 115,0fl _ S89 56 32 W Q �, M 7.88 2 P r, 17 s<, n h 7 i o xr 1 S89 56 32 W I , I S89 56 32 W i �, i 7 C5 �, w} ti % u,ti.' -- ,� u, *� " f , ut N89 5632E 17.46` r" •? r t , (- J c� + ' a i }}��.. 114.14' 72,30' 53.88' 57.55 f j "� " r p N$9 56 32 E "' o �i 44, + "r S89 56 32 W r 104.99' 41 130:00 i ' N89'56'32"E 115.00' t C1. I 8 0 115.00 4-' ! I 3$, r '' *� N89'S6'32"£ S89'S6'32 W r t �C N89`56'32 „ r ac tr -- i i 116 5013 51.19 46.9Q 51.17 93.54 ,/ (y} �- �, / 126.63 S$956'32'W i 11S,Q6 116AE ,, "aC t 122.45 i3L14 I r ( t 15.49 i p I N89'56'32'E :- I 50.33 / i ! i 1.13' 130.00' ,� 13 I 14 -4 N I �#t .. 121.65 .1 121.56' t ri _ 30 - "' o[ 74.59' 4.27' tI89`56'44"E} ..t , :! . , / 3 " ' 1 _ f ,, 14 «+ "� ! 1 t 5 0 / as 5 U.E. n ca 10:83' 1$.36 N o 123,54 0 �', ' .n � o j f J " , i I 1 1t 00 �, 16 / 0, * �, W d 3 � " '� 12 8 # 1 _ i S89 56 32"W i i 6 11.36' " _ . . + / 3 " qj f" 13.34' N89'56 32"E ; 16 i u; " "' S89'S6'32 W _ t t C - L N&Vol' " "' i i � �1 �, � I `� � 44 C4 i � . � � n, �' _N � � S g° o � � }�' � "`' ' S89 5632 W � � AC ! � � N$9 56 32 E " �� 112" IRF 29 W (t ! i 1 115.Q0 , t a 5° 1 i { 04 � j 0 11 0 12 13 14 N89'S6'32"E Wt 1 134.09' S89'56'32'W 115.52' r S84 26 45 E + �'- M �r a o ®- 14,22' 121.68' �"' , - ._t { m 115:34` b m o i ► ` 3 J C� i 120.Qa - t �t a .r 127,811' S$331'S4"E ^ I ' I 7 j C54 5�90 5.79 0o t c $ TMa 9 0 o /v t� 121.68' 128.84` 1 t !td " 1 " '" T ; i - 7' �' , t ri 12 F o t #17. h`a { " ca { o - Ex, 5 1$.46 ^� 4 F tt ( .ri a , J34,34' , 15 z, , c, a ! h t n " I rn a 51. `s z - 2Q' $L U,E� 4.33 - t26,fl4' ( r} 8.3S o %� `' ra ua Ut Ib 4 EiT 7 t l l Zt I 1 a ^h 29 t q cV 1 u� ri c r cn ' a? v to 1 j t S$9 56 32 W t 66.2 _ 1 t 1 0 4 co cis 50' 10.67' N$9 6'32"E 1 u; n �' S89`56'32"W I t w , 1'a I i 1 t «3 os 13 1 1 - 1 tk c, + S89 56 32"W ", See Note ."A' In r i N89'56'32'E E---5 U.E. n e 115.00" i i i K r i- 142.41' i - 4 8 _ r e co _ 12 a } 50.42 - 50.16' S1.24' - 4"- - - 7' 4 `- " N89'56'32'E Rp{y �, i 50' v 115:05 t 121.61 f t 115.02' 1 R4W c�3 + ti r` o o - w c' : 0.24- r , t 4 r ,_ - S89'56'32Nw __ S$9'34'2]'E i d 2 � iY I I � 11 cra o - ,, 6 ✓ 1«3L8 121.86 �� mi rs 25 2fi' h' _ i1 n 120.00' 1 f 2 i r f n 13L6 r r &. " �; i 1 i �, r o + _ . - _ - _ _,.. - -_ ._.. m % c' 135.98 50 I ,, t 2 I I " j I i aC c f Ip wG'vt l IRF 2' S7 1 j f `•,, r r 49.28 1 r s 11 {i o _ " 5'o8ery Esmt J C r 14 f <n 1 0 4ri " i 25 25 } I i I / r r l £ S89'56'32"W i - g1® Al ___ - 112 tRF " N8956'32"E 14 ® n ROW I u' S89`56'32 W 0 14 , I + 1 , . 28 r i4 115.OQ' I 41. T Doc. No. 20t5-55330 Ul j� t r u, u, N$95632 E 1#5.01' i "' I s I - d TA 61' ' co S$9'S6'32'W 115.09' rn o N$51$ Q2"E I t 1 `� � � 48. •""�" � .� � � � �©'' _ - _ _ � _ _ _ _ _ � _ ._ _. _ _ _ _ _ _. _ .. ._ � v' N8936'32'E S89 56'32 W � � 150.94 �.I 25` 25 t i i ,' rr tr g �y ;,,, "0 10 14.05` � .� � �..- �..51 f 4 - __ --- __., ._.._ r -... r� 122 fl#' „ t t N, � � � � � � � I + � c:+c ,t � � �-{' f t v�- 1 r �• � � t:. t� i7»33 r 9 �? - Ex. 5' U.E. I w - _52• - 50 x5 CoSery Esmt - - t 522:5Q' _ ^ t' .r to i i 1 i { , 12Q.00' POINT C ,rr� �` _ ] �o rs �, / 144.04' i, � 4 cn � 12.6$' -^ .i`V3..tV 1 l.li' r r 1 „,_, t.„,. na Y.'(u' " �...- 5 u� r'� • 1 l co Ij m s r �. % � s� s - J RF -� ..... -Doc, No 2015-55330 t � R 1 � � `�- "' t N89`56'32"E vl �* -� -? - " - o E 5 U E 17 95` � T...�-2'"'i f � � � -�- W 1t5 00' 15 32' �M rr X. Drainage & Utility Esmt, do f $ c� "' 1 58402i4 15 5 t 1 BEGINNING , $ , 24' aL - _ _ _ Q :.. _ - �- To Be Abandoned B.T.P. 9 y r ! S89756 32"w t t 155.30' 13 ¢' 1 _ - 9 4 _ --p11 - `~_ 1 13R l R Doc, No. 2005-8934 ' " 122.94f rir i SQ.OQ 65.QQ t ! (/ - t2.0 l i r2 N89`56 32'E , Z. 7 � 50.04' 1 t o N84 0214 E $r 1yy�rn l� - 2 R To Be Abandoned B.T.P. t 1 24.42' 121.66' o 1 ; ' u, " 58402'14 W 157,41' i 65.00' t t t r -- - - Di 40 _ ` V2' IRF > a _ - _ - ` _ 11 t , E I t co 12 #2` 75.72' } t t { z 1 1 1z t 120.OQ' _ - _ I -- --- / y _ 1 R 16P ,° t ' % 442'14"W 1 t' ! 158. 2. 55.72' 55.72 1 i i U'`.J == , (. " { 16 -�i tt --_ } j C _ - ` z •- 5i1 tt5' CoSery t c 4 i i ifi " 16.42' 58 55.7 z c" �r c" `' . ✓1d _ -- - D`oc No. 2015- 330 f \ ' 10'CCosery Esmt. ._` I N89'S6'32"E 124:67 4,67' } w 72.65 ti.:J s i„ { 7 g c { `t o�° y N$4'02'14"£ t d rr p a, t t t i '1f \ w Qfl 7 i I I 2 v ci <T !�' a, o i rn I 0ii` 25 r t ��` C t - To B Abandon B.T { Doc. 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No. 2045-8936 i � `, i5`�' u' �, 21 .x: 19 1. f 2�J l I ! t To Be Abandoned B.T.P. 1 1 o cn o ? 2 :-cn csr 7 A 1 oR ` - _ BEGINNING -- , t 1 �, 23 R s ! 4 1 .ee v - ,%fj /'' 1 1 t; i I 2 i 23 i - , ' 1 �- r ' fl, 0.1 .13' j titt r} 1 I = S - e�c - TI'"*wf" C7 .eeG. 1 S `i i g� 1 )� } � t i4 t � i i i� ti.:� 6 r� i 4 �L15 i i �,tt �. - - _ i �1 r� �1,,,t, v 4 _....____ i 3 i I..._ _ ®_. t.- _- -_ _-f.... - .....---'" i^••Ltt", u-r , 1 �l p 1 2R j 1 3F\ ' 1 ^'fir 7'f 1 5 t it l J 'i i 4 i .J t i v / 1 1 I i i� 1 1 Q S ss1, iii y �1 ti3 � OR 1.; E I l 1 x Z i 1 It i !- - �t1 �R 1! t t -"_ cA ii i E _ 1 { J , ; I ; _ - _. - Kt•1 _ A 1 ;} li ' L i 2 2 + l FINAL PLAT T t / 1 5RQ- -- 1 6E; 1R '- ?_�- y- -1{1 l 5 2,� __ _ - 2 t. E i 1 % ; { ( `�%�� 1 % `C 1 � �, J C 1 - I i l 1 t -- TESI Aft N R H �1. / ,/ ft.7 ' i L t t _, .-., t zi.r< S t . S ; 1 [ \ t I {i ' i i 7�5 t i --1- THAS" l 1 ,' } j i,, 1 1 i { - LEGEND (Not ail items may be applicable) 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRF IRON ROD FOUND CIRF GAPPED IRON ROD FOUND IPF IRON PIPE FOUND CM CONTROL MONUMENT Esmt. EASEMENT MY. UTILITY DE DRAINAGE EASEMENT DUE DRAINAGE AND UTILITY EASEMENT UE UTILITY EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT YAM VISIBILITY, ACCESS & MAINTENANCE EASEMENT BY LAT '' RldWT­ MEET NAME CHANGE CENTERLINE BLOCK DESIGNATION STREET FRONTAGE S, DENTON COUNTY, TEXAS PLAT RECORDS, DENTON COUNTY, TEXAS 0001 i 6 5 4-"- _- L. T L SUl� - ABSTRACT PTO.9 2 _OV`� Gov i� � TON COUNTY, TEXAS rya - . Pg.177 '�.��� Acres j a l l ��_ - - - --- _ { i f' .0 CT1 i t 0 ((tt . . « . ( 37 �. 1 OWNER / APPLICANT ENGINEER / SURVEYOR CORONA ARTESIA,-LLC Spiars Engineering, Tnc. 3899 Maple Ave., Suite 250 765 Custer Road, Suite 100 Dallas, Texas 75204 Plano, TX 75075 Telephone (214) 855-9400 Telephone: (972) 422-0077 Contact: Will Walton TBPE No. F-2121 Contact: Matt Dorsett Scale: 1"-100' February, 2017 SEI Job No. 15-197 STATE OF TEXAS § COUNTY OF DENTON § =" TRACT OWNER'S CERTIFICATE BEING o tract of land situated in the L. Netherly Survey, Abstract No 962. Denton County, Texoe, the subject tract being o portion of o tract conveyed to Corona Artesia, LLC according to the deeds recorded in Document No. 2008-34098 and Document No. 2013-121737 of the Official Public Records, Denton County, Texas /OpRDC71, also being all of the vacating plat of Artesia Phase 1B Artesia North Phase 1B, as recorded in Document No. ____�_______________-___.______~ the subject tract being more particularly described as follows: BEGINNING at o 1/2^ iron rod with o plastic cop found for the northerly corner of Lot 27R. Block i and o westerly corner of Lot 1R, Block A' according to the Reo|ot of Artesia North Phase 1B, recorded in Document No. 2015-299 OPRDCT, and being along the east line of Lot 26, Block /, according to the Plat of Artesia North Phase |A, recording in Document No. 2015-267; THENCE, N 26�36^57" E` o distance of 88.12 feet, to o 1/2" iron rod with o plastic cap mtornpad "SP|ARSENG" found; THENCE. N 00l03'28" YV, o distance of 1259.17 feot, to o 1/2~ iron rod with o plastic cop stamped '^SP|ARSENG~ found; THENCE. 5 88~32'20^ E. o distance of 970.04 faet, to o 1/2~ iron rod with o plastic cap stomped ~SP|/\RSENG" sot, THENCE. S 00l03'28° E, o distance of 145.97 #*et, to o 1/2^` iron rod with o plastic cap stamped "SPIARSEWG" met; ~ THENCE. N 89�56'32^ E. o distance of 80.00 feet, to o 1/2~ iron rod with q Plastic cop stamped" SP{ARSENU. set; THENCE, S 00^03`28" E. o distance of 455.00 femt, to m 1/2° iron rod with o plastic cop stamped "GP|ARSENG" set; THENCE. N 89~56'32" E. u distance of 360.53 fewt, to o 1/2" iron rod with o plastic cop ytornpe6 "SP|&RSENG~ set; THENCE, 3 00l03'28= E' o distance of 405.17 feet, to a 1/2° iron nod with o plastic cap stamped "5P|ARSENG" set; THENCE. S 88*56'32^ 0( o distance of 127.50 feet, to o 1/2" iron rod with o plastic cap stomped ~SP|&RSENG~ found; THENCE around o non -tangent curve to the left having o central omg|a of 01*19'40^. n radius of 625.00 feet, o chord of N 04'24^08~ E - 14`48 feat, on arc length of 14.48 feet, to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" found; THENCE. N 86'15'42^ VV, o distance of 50.00 feet, to o 1/2^ iron rod with u plastic cop stomped ~SP|ARSENG" found; THENCE around o non -tangent curve to the right having o central angle of 02'18'52". o radius of 575.00 feet, o chord of S 04*5234~ VY - 22.84 feet, on arc length of 22.84 feet, to o 1/2^' iron rod with o plastic cop stomped °SP(ARSENG" found; THENCE' S 89~56'32° N( o distance of 38.43 fent, to o 1/3" iron rod with o plastic cup stamped "SPiARSENG~ found; THENCE. S 08703'28^ E, o distance of 50.00 feet, to o 1/2" iron rod with o plastic cap stomped `^SP|ARSENG" found; THENCE. N 89'56'32" E' o distance of 15.78 feet' to o 1/2'^ iron rod with o plastic cop stamped ^SPIARSENG~ found; THENCE around o non -tangent curve to the right having a central angle of 07'51'48°. o radius of 570.00 feet, o chord of S 15l05'05^ VY - 78.17 feet, on arc length of 78.23 feat, to o 1/2" |nun rod with o plastic cap stamped "SP|AR3ENG" found; THENCE. S 19~00`59° W( o distance of 100.00 feet, to o 1/2" iron rod with o plastic cap stomped °SP|ARSENQ" found; THENCE around o tangent curve to the left having o central angle of 03*35^08", o radius of 1030.00 feet' o chord of S 17^13^25" YV - 84.45 feet on are length of 64.46 feeL, to o 1/2° iron rod with o plastic cup stomped "SP|ARSENG" hound; THENCE around o non -tangent curve to the right having a central angle of 06^37'50'', o radius of 225.00 feet, o chord of N 86*44'33^ VV - 26.02 feat, on arc length of 26.04 feat, to o 1/2~ iron rod with o plastic cop stamped ~3P|ARSENQ" found; THENCE. S 89^56`44" YV, o distance of 127.42 foet, to o 1/2" iron rod with o plastic cap stomped ~SP{&RSBWG" found; THENCE around o tangent curve to the left having o central angle of 17*12`15"' o radius of 1025.00 feet, o chord of S 81^20^36" VY - 306.82 feet, on arc length of 307.78 feot, to o 1/2" iron rod with o plastic cop stomped "SP{ARSENG" found-, THENCE around o reverse curve to the right having central angle of 13*57^54°^ o radius of 1475.00 foet, o chord of S 79*43`28^' YY - 358.62 feet, on arc length of 359.51 foet, to o 1/2° iron rod with o plastic cop stomped ~Bp}ARSENG' found; THENCE around o reverse curve to the left having o central angle of 05l1'36~, n radius of 525.00 feet, o chord of S 84,06'35^ VV - 47.57 feet, on arc length of 47.59 feet, to o 1/2" iron rod with o plastic cop stamped ~SP|ARSENG~ found; THENCE, S 81~30'46" YY, o distance of 76,91 feet, to o 1/2" iron rod with o plastic cap stomped "SP|ARSENG,' found; THENCE around o tangent curve to the right having o central angle of 24*49`05". o radius of 175.00 feet' o chord of N 86104'41" VY - 75.21 fmet, on arc length of 75.80 feet, to o 1/2~ iron rod with o plastic cop stomped °SP|ARSEN8" found-, THENCE around o non -tangent curve to the left having o central angle of 01~14'05''^ o radius of 535.00 feat, o chord of N 24'25'44" E - 11.53 fent, on arc length of 11.53 feet, to u 1/2" iron rod with o plastic cap stomped ~SP|/\RS[NG" found; THENCE, N 66l1'18° VV, o distance of 60.00 feet, to o 1/2^ iron rod with o plastic cap stomped "SP(ARSENG" found; THENCE around o non -tangent curve to the right having o 000tro| angle of 02l05'27". a radius of 475.00 feet, o chord of S 24*51'26^ YV - 17.33 feet, on arc length of 17.35 feet, to o 1/2" iron rod with o p|ooUo cop stamped "SP|ARSENG" found; THENCE. N 62^11'24^ YV, o distance of 137.59 feot, to the POINT OF BEGINNING with the subject tract containing 1.607'097 square feet or 36.894 ooran of land. Boundary Line Table Boundary Curve Table JIM TRACT OWNER'S CERTIFICATE BEING o tract of land situated in the L. Nother|y Survey, Abstract No. 962. Denton County. Texoo, the subject tract being m portion of o tract conveyed to Corona Artesia, LLC according to the deeds recorded in Document No. 2008-34098 and Document No. 2013-121737 of the Official Public Rmoorda, Denton County, Texas (0PRDCl)' the subject tract being more particularly described as follows: BEQ\WN|WQ at o 1/2~ iron rod with o plastic cop found for the right-of-way corner at the northeast intersection of Artesia Boulevard (o 80' right-of-way) and Benbruok Boulevard (o GO' right-of-way) of Artesia Phase 1C, recorded in Cabinet X. Page 177, OPRDClE THENCE, M 80*04`05^ W, m distance of 18.14 feet, to o 1/2" iron rod with o plastic cap stamped ~SP|AR3ENG~ found; THENCE around o tangent curve to the right having o central angle of 05-49'35^' o radius of 860.00 faet, o chord of W 02`51'20" E - 97.58 feet, on arc length mf Q7.82 feet, to o 1/2" iron rod with o plastic cap stomped "SP|ARSENG" found; THENCE around o reverse curve to the left having o central angle of 10^25^07''. o radius of 200.00 feet, o chord of N 00*33^34" E - 36.32 feet, on arc length of 36.37 feet, to o 1/2" iron rod with o plastic cop stamped ~SP|ARSENG" found; THENCE around o reverse curve to the right having o central angle of 15*48'32", o radius of 200.00 feet, o chord of N 03^15^16" [ - 55.07 fest, on arc length of 55.18 feet, to o 1/2" iron rod with m plastic cap stomped "SPIARSENG" found; THENCE around o compound curve to the right having o central angle of 07~51'27'', a radius of 970.00 feet, o chord of N 15705'16" E - 132.92 feot, on arc length of 133.02 feet, to m 1/2^ iron rod with o plastic cop stamped ^SP|AR3ENG~ found; THEWCE. W 18*00^59" E. o distance of 100'00 feet, to o 1/2" iron rod with o plastic cop stamped ~9P1ARSENG^ found; THENCE around o tangent curve to the left having o central angle of 08^28^51~. o radius of 630.00 feet' a chord of N 14'46'34" E - 93'17 faet, on arc length of 93.25 feet' to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" found; THENCE, W 89`56`32" E, o distance of 1126.98 feet, to o 1/2" iron rod with o plastic cap stamped ~SP|ARSENG" found; THENCE around o non -tangent curve to the right having o central angle of 0277'36"' o radius of 475.00 foet, n chord of S 20~35'54" @/ - 19.01 feet, on arc length of 19.01 feot, to o 1/2~ iron rod with o plastic cop stomped ''SPIARSEWC^ found; THENCE around o reverse curve to the left having o central angle of 09^57'35~. o radius of 585'00 feet, o chord of 3 18^4555^ YY - 101.56 feet, on arc length of 101.88 feet` to o 1/2^ iron rod with o plastic cop ntornpod '^SP}ARSENG" found; THENCE. 3 89~56,32" YV, o distance of 121.78 feet, to o 1/2^ iron rod with o plastic cop stamped "SP|ARSENC" found; THENCE around o non -tangent curve to the left having o central angle of 18'32'23", o radius of 575.00 haot' a chord of S 0378`26" VY - 185.25 feet, an are length of 186.06 teet, to o 1/2" iron rod with n plastic cop stamped °0»|ARSENG° found; THENCE` S 05~57`46" E, o distance of 288.34 feet, to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" found; THENCE. S 88^17'02" VV` o distance of 45.13 feet, to o 1/2" iron rod with o plastic cap stomped ~9P|AR3ENG^ found; THENCE, 3 84702'14^ Y, o distance of 355.00 feeL, to o 1/2~ iron rod with o plastic cap stamped ~SP|AR3ENC^ found; THENCE, N 05*57'46" W, a distance of 170.00 foot, to a 1/2~ iron pod with a plastic cop stamped "SP\ARSENG^ found; THENCE. S 84w*02"14" VV, o distance of 574.31 feet, to o 1/2" iron rod with o plastic cop stomped ^SP|AR3ENG" found; THENCE around o tangent curve to the right having o central angle of 05*57'32"' n radius of 970.00 feet' o chord of S 87l01'00" YY - 100.84 feat' on arc length of 100.88 haat, to the POINT OFBEQ|NNING with the subject tract containing 585.863 square feet or 12.990 acres of land. That CORONA ARTES|A` LLC, A DELAVVARE LIMITED LIABILITY COMPANY, acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as ARJE5NA NORTH PHASE 2, on addition to Denton County, Texas. No bui|dingo, fanoon, trees, shrubs or other improvements shall be constructed or placed upon, over or across the easements shown on said plat. At the discretion of Denton County Fresh VVotar Supply District No. 10 (The District) and subject to its written opprovol, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use the some unless the easement |innYta the use to o particular utility or utU|t/em, said use by public utilities being subordinate to the District use thereof. Any public utility given the right by the District to use said eooernonta shall have the right to: remove and keep removed all or port of any buildings, fenoea, tnees, shrubs or other improvements or growths which in any way endanger or interfere with the oonotruotion, maintenance, or efficiency of its respective system on any of these easements, and any public utility shall at all times have the right of ingress and egress to and from and upon any of sold easements for the purpose of nonutrocting, mecunstruoting, inspecting, patrolling, maintaining and adding to or removing all or port of its respective system without the necessity at any time of procuring the permission of anyone. | do hereby bind myself, my successors and assigns to forever warrant and defend o|| and singular the above described eonannenta and rights unto the district against every person whomsoever comes lawfully claiming or to oioirn the some or any port thereof. This property is located within the extraterritorial jurisdiction of the Town of Prosper. However, the Town acknowledges and agrees that Denton County shall have exclusive jurisdiction over all subdivision and permit approvals within the District and that such exclusive jurisdiction oho|| continue even if all or any portion of the District is at any time in the future included within the extraterritorial jurisdiction of the Town of Prosper per that certain agreement signed and dated on or after May, S, 2003 by Jinn Dunmire, Mayor of the Town o/ Prosper; Nancy Heinto|. President of the District: Joy B. Jones of Inwood Plaza Joint Venture; and Philip Huffin*o. President of Binary Investments, Inc. and Vice President of Both Huffinoa Communities, Inc. and Sealed Bid DFM( L.P. This plat subject to all the platting ordhounoea, rules and regulations of the County of Denton. WITNESS, my hand, this the of 2017 GRANTOR: CORONA ARTESA, LLC. A Delaware Limited Liability Company By - /_aw R. ScoA Harris - Authorized Signatory STATE OF TEXAS 8 COUNTY OFaENT15N � BEFORE ME, the undersigned, o Notary Public in and for The State of Texas, on this day personally appeared R. Scott Honiy^ known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the morne for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN ER MY HAND SEAL OF OFFICE this the �doy of 2017 Notary Public, State of Texas BRENDA A. WOODHAM SURVEYOR'S CERTIFICATE That L Darren K. Brown, of Spiors Engineering, Inc., do hereby certify that | prepared this plat and the field notes made o port thereof from on ootuo| and accurate survey of the land and that the corner cncmunnants shown thereon were properly placed under my penauno| supervision, in accordance with the Subdivision Regulations of the County of Denton, Texas. A, Dated this the _l�epl_doy of 2017. tr /nAIRREW K. BROWN sslo STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personallyappeared Darren K. Bnown, known to me to be the person and officer whose name is subscribed to the foregoing instrurnent, and acknowledged to rna that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. UL GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _��_d 2017. joy aBRiEN Notory-T4,+--tid�e-of Texas 1� This plat was prepared without the benefit of o commitment for title insurance. No research was performed for any easements other than that shown on the record plat of this property. Therefore, eosenlents, agreements, and Other documents may exist that affect the subject property that are not shown on this plot. 2. []uejS of beoring, hohZ0nbo| and vertical position derived from the Texas V0}S R ' Network -Texas State Plane Coordinate System, NAD83. North Central Zone /4202\. 3. Sellingportion of this addition by metes and bounds is o violation of Town ordinance and state !ow and is subject to fines and withholding of utilities and building permits. ELECTRIC & GAS COMPANY: COSERV - DATE TELEPHONE COMPANY: AT&T - - DATE DENTON COUNTY WATER SUPPLY DISTRICT NO. 10 DENT0NCOUNTY FRESH WATER SUPPLY DISTRICT NO. 10 CONTACT CLAY E. CRAWFORD 18 BRIAR HOLLOW LANE, SUITE 245 H{}USTDN, TEXAS 77027 PHONE /713\ 021-3707 1. Water service to be provided by Denton County Fresh Water Supply District No. 10. 2. Utility Providers: /1\ Electric fk Gas Service: CO3ery 7701 South St8mmDns Corinth, Texas 75065 1-800-274-4014 /2\ Telephone Service: AT&T 2301 Ridgevievv Drive Piano, Texas 75025 /972\ 509_3084 3. Sanitary sewer to be handled by facilities approved by the Texas Commission on Environmental 8Vo|ity. 4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility of Denton County Fresh VVutar Supply District No. 10. Approval of this plat by Denton County does not constitute acceptance of same for maintenance purposes. 5' All surface drainage easements shall be kept clear Of 6anceo, buildings, foundations, plantings, and other obstructions to the operation and maintenance of the drainage fOCUity. 6. Blocking the flow of water Or constructing improvements in surface drainage eosarnonts, and filling or obstructing the 0Oodway is prohibited. 7' Denton County will not be responsible for any damage, personal injury or iooa of life or property occasioned by flooding or flooding conditions. 8. The existing creaks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or oorOSs the lots. 9. Construction not o0rnp|8te within two years of the commissioner's court approval shall be subject to current county subdivision rules and regulations. 10'No construction without written approval from Denton County ShOU be allowed within an identified "Firm" fluodp|oin area, and then only after O detailed flmodp\oiR development permit including engineering plans and studies show that no rise in the b000 Mood elevation /ARE\ will rasu!t, that no flooding will resu|t, that no obstruction to the natural flow of water will result; and subject to all owners Of the property affected by such construction becoming o party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of two foot above the 100yeor flood elevation. 11. All UtO\tioo and drainage structures are located in the right-of-way except as shown, 12.Tha subject property is depicted within Zone "X" (unshaded) on the Flood Insurance Rate Map, Map No. 48121C0430G, Dated April 18, 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance floodp|oin. 13. All corners are 1/2" iron rods with plastic cop stomped° �P|A���NC�, o8t, unless noted otherwise. 14. All lots in Block °X" are non-residential lots. Maintenance of all )uta in Block °X" ahoU not be the responsibility of Denton County Fresh Water Supply District No. 10. 15.DentVn County shall not be responsible for maintenance of private streets, dhvee, emergency access eoaannento' recreation areas and open spaces; and the owners shall be responsible for the maintenance of pdwJt8 streets, driveu, emergency ocueeS eosernentS, recreation areas and open spaces, and said owners agree to indemnify and hold harmless Denton County from all o|oirns, dornogee and |8Saes arising out of or resulting from performance of the obligations of said owners set forth in this paragraph. ON DGE ON COUNTY, TEXA§ FINAL P AxxT.Vs-j,S1A N"IRT-1-1 __TL_`XaASE 2 L. NETHERLY SURVEY ~ ABSTRACT NO. 962 DENTON COUNTY, TEXAS 4 Acres OWNER/APPLICANT CO8D0A&RTESZA, LLC 3899 Maple Ave., Suite 250 Dallas, Toxcezo 75204 Telephone (214) 855-9400 ' Contact: Will Walton ENGINEER /SURWEYOR. Spiars Engineering, Inc, 765 Crzot+az Road, Suite IOO Plano, TX 75075 Telephone: (872) 422-0077 TBPB No. F-2121 Contact: Matt Dorsett Sheet 2 of Lot Area Table u II II III J f� l 4 �1 1 III p i #Area Table f � *## i • #Area Table l i o •#4 4 • r :ip ! • IIII II* I 7 Lot Area I IIle 0 40 m m m m Lot Area Table m� ♦Area Table { # i I. I I : i • M I I E iArea Table I i • i I ♦ i -t Table • Area �II•.•••III••II�1•R�••1••1•�1�1�.� , ; I f . �77 j 1 s � ! e • p I�I 1: lam : .1 mm : . i • ♦ i i ® •• i am Lot Area Table a o Lot Area Table F- I IM I M� N 0 Lot Area Table mom Open SpaceArea Table lam #IMME Lot Area . ,► - Lot Area . ,► - m Lot Area Table o Eon FCenterline Line Table t 1 � 1 I; • 4#OIL,.• .. s • TableCenterline Curve i N « • •• ##4 4# •• « 4 " f 1 • # � 3 I S ! #« 4 • ♦#! 4# ♦N ! a, , • p S i �� 1♦ i1 pi /. i• i i Lot Curve Table • • tp ! • is i 1 • •i S 55#5521"III 11 I #�I I i �� • 1 i # t :: # M . • • •t // ♦•N 7677'57* FINAL PLAT yj M0-W--1 I a WO U 111 101\14, I y I I 18 1 a I I I i I FOUR M I ABSTRACT OWNER 1 APPLICANT CORONA ARTESIA, LLC 3899 Maple Ave., Suite 250 Dallas, Texas 75204 Telephone (214) 855-9400 Contact: Will Walton ENGINEER I SURVEYOR Spiars Engineering, Inc. 765 Custer Read, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Matt Dorsett Shut 3 of 3 Scale: 1"=100' February, 2017 SEI Job No, 15-197