Loading...
SA0223A (2)I D74 Radius: 60.00 Delta: 300000100 Arc length: 314.16 Chord bearing: N86°09158"E 60.00 D73 Radius: 270.00 Delta. 17002142" Arc length: 80.32 Tangent: 40.46 Chord bearing: S88055'59"W 80.03 LOT 21 J 0,252 AC. RESERVED BYOWNERNI ITI nAnt / - `� A== 02°2 7'S1` _ z DI Nos°24'06"E SHEET �. J � � J � 1� %� EASEMENT � 4 ° R= 2441,22' °` '\ D2 N34 42' 49"E MA /'� `�'' (''� (� �' 8,298 AC, 7 -4f D3 N26°49'39"E 1 ! j L ¢- L= 105,00 v� L-46 D4 N37028'33"E I t ! a i i _ l_ CH=N 40059'01" E / �2 n L-48 ^ D5 N37°28'33"E SHEET �ti p~ L-45 /4G D6 N20019104"E t04,91' u° °� �V�"`"D /` ( D7 N04o37'S8,'E �j J J L-44 h D8 N06°57'56 E 0�' �� '� D16 q D9 N33 00 28 E D10 N12036131"E Xav Le D11 N36036' 20"E -29 D12 N55 43 37 E _ �� L-43 / D13 N76038'52"E �'` v2 sE , IRON P'N --'p13 ,�14 �� L-30 tQ D14 S77010140"E / D15 N61°43'47"E / L-15 L-28 L 31 L-32 L-40� J ° „ / D16 S89 58 21 E / L-16 L-38 i9g1 D17 N23035'46"E L 13 L-14 L-17 L-27 L-33 _3� D18 N12°39'39"E CH= N,S6 39 54 E, 4 I N I ° „ o i " fFiC) PIN L-12 /'L D19 N32 17'56 E / L-18 L 26 L-37 / �� D20 N27°05'15"E 396.63` � ��� L-9-lo L-11 L-19 /5� �1 �s �� L 3s i5 L❑T 1S ° -34 L-36 D21 N59 21 56 E D22 N37°08'15"E u L-25 / D54! 3.886 AC. D23 N53041'41"E L-20 / D24 S79021'52"E L-21 /g� D25 N10038'0811E L-7 L-24 / D26 N75003'30"E I_-22 D27 N82°29'53"E Q QQ L-1 L-23 r5g D28 N72007'50"E L 5 L_6 __ -✓ 4 LOT 4 y D29 N68014'43"E vp L-2 L-4 D62 ~ D61 -�'160 D59 3,139 AC. �M �� gNI� e� D30 N68°02'27"E v2 r y' 0 Zt j 3 N� ' D31 S02017' 13"W L-3 i�b ® Ho "r' sv1 p`7 0� D32 S80000118"W _CN 0 N� �J• 2�� D33 S77006122"W '1 D10 m° L❑T 3 A=180°00'00` �O` �ON A=90°00'00" CO D34 s75°21'1x"w G� w a R=60.00 R=60.00 5N D35 S74043102"W �� ^ ° 3,722 ACC L=188,50' L=94.25' �' D36 S70016'34"W z sert / CH=S00°35'06'W. CH=45°35'06°W. LOT 6 ° D37 S10 38 08 W IRON PIN CHL=120A0` �' CHL=84.85' W cA _ D38 N83051, 25„ E W 2,316 AC. 4 D40 N69°36'35"E / ( io S 19Ij. ^' S.89°24'54W. k2k� q'F WS° D41 S02017'13"W 1 w o� `SS° �6. �' R=60' 0 153.33' \cam? �� 5 NR� �99 ?� D42 585° 06' 00 "w Iq ?6, In I o ��c05' r S, D43 N86019119"W h 2 1- ro M S,89°24'54'W, a 5 2 s_�? <'S S 4' ° „ F S,89°24'54'W.o a '� , ' �' Qi> D44 S89 15 09 W 129,60' o0 191.40 991�^ P�� D45 S5105115911W zvi 169.47 vA LOT 5 �� D46 s86°24113"W j N.89°24'54'E. c^ F , C /* D47 $26°07' 09"w I 129.60' 2,082 AC, � /j��0 D48 502o31'OI"W N.89 24 54 E. 331,03 \\� ✓, 9Z--k 5� ZtON 9 D50 S11°57'07"W �p A=18°37'41 � y `�' pay ' iW R=270,00' % �Z� / OP D51 S64022' 46"W I LOT 1 \R ? �\ O D52 s53°58'23"W I0 LOT 2 W� -9 CH8S.63°24'48'w. 3�J a O •� o W' sv1 D53 S64 18 13 W 6155 AC. ii 3 jA d -\ ,�• A`l �� D54 s77 40'06"W Iq o� pin �1 CHL=87.40 �%O �o P\ O�J�1 D55 N71028'44"W 2,527 AC, w l G a ° DEDICATED FOR I cu Wo Ns, D56 s54 19 46 w DRAINAGE EASEMENT I I CDN �8)° W �� 2 DSO D58 S66°39158"W o Ig, t5 �% o o o DENTON COUNTY / / �F9° W Z 5�3� W6 Q ^�h ��e� ' �D59 NSS°10,47' W ELECTRIC COOP./ � JS S , � 6j 5 D60 570°37'07"w 6`402/193 D.R./�c� /!�� zS 1'- 30' BUILDING LINE, DRAINAGE, S.88°15'12'W, '0 p �c�� D61 Ns4°33'26"w ° , ' _ __. .__ _._. _-- _ __. _ 5.15 N_ 'l d� �' 2i D63 662°41109"W / A-511146 & UTILITY EASEMENT \ 0 5 �' / S.88°42'59`W D64 S30021'55"W N,54°51'09 / b0 R=345.59 84,78' 5,88°42'S9`W, 41H,72' o / D65 S05011'46"W / Ia12' p7CH=S.63-07 06'W ROBINSON CANYON ROAD PUBLIC ROAD D66 S02°44'43"W R~ tno 0J _ ocu � U.S.A.. 7,3 , o IOg,8j, Z 411 194 D:R/ 12' SGT 1 / IRON PIN @ r-cP ire -SET OCPIN N 76°38`38" W WK 116,22' f N 83°53'51" 24,69' �z i CALLED D L'9 ACRES ROBERi LEE:MERRIFIELD et ux 0 VOLUME 969. PAGE 251 C+ 30' CHL=298,63' �2ip" /b01 2 w 7� R=270.00' /gyp =Sl 11f46" o L=272.76 9 cv CH=S.66°27'40"W, / oo R�285.59' z / CHL=26L31' / 0 CH=S. ,19' N CHL=246,78' i84°5'54'W. R� 343p1 f DRAINAGE ° D72 D73 IG / EASEMENTmr o 35,41 S4°W, A=57°52'53' 4 105,41` R=330,00' ' 8 1N0 L=333.37' Iz NAIL �� CH=S.66°27'40'W, CHL=319 38' 30' BUILDING LINE, DRAINAGE, & UTILITY EASEMENT LOT 14 4,793 AC, N 80o42,0 xnt: FC 126.58' 598.68' 2 n W FG 472,94, S 89024'54" W N 87029'04" W KHOSROV SADE:GHIA ROBER1G SY-. ULA ElUx' 14,48' ( VOLUME 4167, PALL: BSI v01_t M6 42d6. PAGE 66 ,1OSM-1 WILLIAMSON SURVLY ABS'I'RAC'I` No.1418 T Li CN UQ (u O' (N Ln01 h� Mo 0 o M c? O �c 0G 4r 1�0 �= =330,00' =90.62' CH=N,62°O E CHL=90.34' A=129°56'2 R=60.00' ^Q4, L70=1367''57'E.CH=N.9°12 95° c', CHL=108.73' L❑T13 9C1,64 A, 62 32,0' 125 224.87' CALLED 4.6660 ACRES 630.74' xTIE BRIAN WELA N et ux FC CLERKS FILE 495-R0016336 D67 S43 02121"W D68 S22°36140"W D69 S31022'55"W LOT 12 D70 S42°55119"W D71 S43026'32"W 2 007 AC D72 N84035'54"W W WU BRIAN WELANet ux l w I W�-- ('LERK`S FILE "94 R0051639 = =< C.'o 0:2:: Y� • 16.00 91.10 71.56 92.87 150.84 137.59 64.84 87.35 99.04 7.81 245.84 228,98 91.80 167.94 202.67 95.52 117.79 100.54 98.31 112.82 131.42 156.52 209.09 6.80 6.19 155.92 50.23 49.47 68.91 91.84 130.38 146.27 91.04 70.28 95.84 52.39 353.28 288.45 101.71 110.80 145.76 284.28' 141.93 79.40 136.88 174.85 85.70 52.22 45.57 33,69 89.83 81.39 36.24 102.47. 127.55 97.85 58,14 105.17 44.56 51.18 54.38 100.09 81.62 97.46 217.54 112.79 110.86 70.48 73.50 54.96 133.05 96.61 FINAL PLAT NAIL SPRINGS BRANCH AN ADDITION TO DENTON COUNTY Filed for Record in: Denton County on: Dec 28r2005 at 12s30P As a Plat Document Humber: 159996 Amount 172.00 Receipt !•umber - 252659 ey, Jane Morris z o, co N Z m z m I I NORTH 198,03' zz n u u ru.omCo II A -Poo OD U1N00 AWCnoo co O O ° q' \ \ o Filed for Record in: 0 Denton County Ut \ On: Dec 28,2005 at 12:30P o As a Plat p IfY \\ ° Document number: 154886 v, r- \ / \ Amount %, 1 172.00 p l N \ I J \ Receipt }lumber 252654 �bJ ( J I \ \ Jane Morris o r/ r r r o �I CO P9t SOUTH 313.31' r I 1> fl n rn I 1I \ v co a/ ro \n r r I / \ N n r CV W ds\ m \ \ \ N \ W 0 \ V d\ \ \ C�700 r M 0 z L d r w n ny / JA d� �\ Ca r N DIy ''w I I'Dw \ d� �p dCS co CO I r- I �1g\ / / ss - \ g, \JS w 7 � F \ � o o w41n i I I EET 2v i i I / 0�nr r / } N N \ �oS \ r srj ! 1 \ \ >roa (ji1U 9j50p ryl G .54g D48 z z c� ! 1 \ n a OF r AAA A \ r X) a 4 c� a 1 lA\ T p� oo�o �l �o r Z�tmt `\ �b I \ �p�'tsiF9Fy z aw�oQ or-�r } �'N •- o c r n®Cn ro pu (� cno o� w Cn NR N� ow w c' \ a� I / t%> io Cb CA V °; w vt `D v m t�} cn w! j" cn \ / ,/ \ ..1..49 Cn rI w v CnC,I N no (il 1 [ / BUILDING LINE, DRAINAGE m of U '8 } r ! \ / L___._ �� \ �ti0 RN�� & UTILITY EASEMENT :ate } cn r� } 1� __ I \ w w w/r2,v _ _._ _ o w Cn z ! .— - i 263,15' ! r ` Q qe __i 60' R,O-V 331.71' PUBLIC ROAD A=14°49'48` u INE � ~- �1 1 3Q RUILDIN \\ IK a R=1149,79' a \ ` 1...<. _� UTILITYL ASCDRAI- AGE \� !io Co° ° a ROBINSON CANYON GAD L=2g7,6Q w °i mC PRIV` C S.0227,7 ' ROB I t1N R©AD S.1Q03g 227,78' _. QBqV \ CAIVYpN ROAD N,1Q^ 3Sc':7g IdNii — \�zrv�38 Q8. - 64 R.il b/ I I AN c E V a \ u z w N z+ r 698,4E, \ rz�o� Now.o Y a Cn �._.. N,20° / \ sQ \ z n n rl A n W o CD co �; in : N o d (- 3g`QS•E. J a O w n m m Cn z o ro o? ' w Cn ni ww I� ( p - D37467.57 '-- _.. l O� r z •-" " `0 A w w ... ni o ' N _ � � Caco M w w Can° �^ r Sg 4 UTI ITYLI S DRAINAGE T l i ,o C > c� r a 19 0- CD \ iv N sp c I } ENENT / / z z n If If o cza I r 1 / m r u z-CDC> — ! ? ° �r W Ca, ra W (` Iw L-621 / It=fI \ N� c N o \ I Cp �C¢° w) r co CD �? CIt r "off �0Cy n Go ED I 1 !\ /1 I \\ w o �pss 3 'r p tU f LL 664 CI ��n /� C II 1 0 NIX £ 1 \ \ ( a C z ?> �1 Q 1 L-65 1 �D i a I J r i c� C7 v S b / d\ :I y ry 1 i r I - a b I 1 I C-)CO ) ,� m i a , F- M M i m CIN M M ON i , (T \ CQ �z \ ro W 1 210,23' ! I \a / / d} ` C21 283,39` 380.21' 1 ov \ II l ro v \ } D41 \ ( / 0-. fTl / 494.14' l} D31 d`>\\ 757.58'ZU)S 02°17'13" W 1213,39' bM S 02017'13" W CALLED53.2nCREs W°z �ACKSHEPHERDetux 1459.02, Mm VOLUME 512, PAGE; 430 CALLED 64.577 ACRES - - i CNALESAet axa'da- 7 CLERKS FILE'95,R00658991 NORTH 313.31' REVISIONS o N C3 z M Z M A z z N Ll S03047' 06"E 14.91 1 DEDICATED L, FOR 55 W / f- L2 S12045'21"E 60.55 / DRAINAGE L-541J Q N.10°38'08'E. L3 N55°47'07"E 49.03 / EASEMENT L-51 - 147.98" ORM �{ NEE; L4 N63037'07°E 62.01 p� q MATCH LINE / L-50 L-53 �*�r t N � <�s, L5 N71°07'06"E 49.93 L-52 1-L� o L6 L7 N84024'36"E N08008' 38"w 41.47 41. 47 � �"� E E T � ?` `` .�1- -49� - 5,10°38`08 W•/ � r M / v / 91.74 SHEET 3 L8 N20053'24"W 35.26 L-46 30,030.0' i L9 N35°18'31"E 28.64 SHEET Z L-48 ic L10 N66030'41"E 27.26 L-45 o ' T L11 N32056'31"E 27.90 0 j A=12°12`22 L ClT 2 0 J L1 N51033'46"E .89 L23 N83 14' 49 "E 353S . 09 �- - - - - J -44 i CO N i L=238,55' 5,320 AC, L14 N65°24'32"E 69.63 J A=12°16 25' `� i CH=N.04°31'57'E. L15 S49040'48"E 31.68 L- 2 L-41I 1 R=1179.79' 1 m CHL=238,10' L16 L18 S78°42'41"E Sllo43'41"E 88.95 18 L-29 L-43 L=252.73' /CH=S.04°29'55'W. ° L18 S35 14 56 W 55.32 55.33 L-30 j 0; ¢ L19 S59056'43"W 45.57 L-32 CHL=252.25' J `r i L20 S38020'51"W 32.08 L-31 3 L-40r i a C ,a m Z mM z v L21 S06047136"W 17.2$ 1'- 9 A=120°55'33' i ( A=119°03'26' 1 L-33 L-38 L22 S54001' 11"E 27.40 R--60,00' R--60100'24.68' �Q°�g553 w1w E L23 N66039'58"E 31.54 L-37 L=126.63' Fa S, 5 L24 N66039' S$"E 73.63 CH=S,03°22'16'E. ¢ CH=N,03°21'45'W, L25 N41°0611611E 34.17 L-34 L-36 CHL=103.43' °a� `�� L26 N38054'48"E 72.87 / L-35 ~/ LOT 15 CHL=104.40' Robb N14cJ95' co L27 N53030'39"E 32.84 `~ `! 3,886 AC, ~ <� L28 N42°04'36"E 96.67 S,86008'17;w, -j W S L29 N69024'47"E 35.38 145,05' f LOT '7 N Ql L30 S37011'27"E 46.43 a (y) L31 S88040'42"E 36.20 R 3,558 AC. " L32 S51°55115"E 31.55 N,86°08'17'E. o +� ao L33 S25003136"w 47.20 x h� 145.05' yz s M a by f_ 30' BUILDING LINE, �- m o L34 S30°59'25"E 41.56 jM �In N�0 , rW I z L35 N45°41'5$"E 15.00 or �M 3g pP; cry iW z Nco DRAINAGE, & UTILITY EASEMENT SCALE IN FEET , o L36 N45°41'58"E 24.91 �(h rvi pgo�1 QCWiE 1N, z :-,r i L37 N32052' 12"E 32.91 R� yrk 26 W W 'No-, 3 ¢ ^nN! m L38 S66001126"E 48.46 p5 Z Cj C] VME MON v . L39 N54018144"E 86.74 GjN J� {z 6 i A=59°08'22' Sr i. ° z L40 N64035139"E 72.$8 c' oN o R=60;00` L41 N24°14 45 W 51.76 W� LOT 6 �tJ ° S g5 �00 rE• 6 M m a; z 1iJ `0 z L=61.93' 6 3 /^� " L42 s49001119"W 42.85 cS 2,316 AC, ��1pq CH=N,341711 W. �i m� L43 N6859'28 W 42.99 r - � ro - ° „ N g �� 30.0 30. CHL=59.22' N68`53I.44 0 (11 z L44 N21 41 02 E 75. 60 N L45 N36031113"E 48.34 ,` RO�jZ� 0� �S° o C7 0 L46 N55047' 53"E 22 .80 A=58°45'i8' r a L47 S50°30'07"E 7.85 ` C° bjh' 9✓ S, R L48 N75°20113"E 50.59�9 A- R=60,00' LOT 8 L49 NOSo46'07"E 29.44 9�t� /�54� L=61,53' L50 N48 2S 46 E 39.51 \ �❑ cJ /, ^O�K3 (JCH=N.24°39'37°E, 2,852 AC, L51 S77009'49"E 30.03 Y L �p \CHL=58,87' L52 N82056109"E 63.21 2,OSL AC. L53 N86°54128"E 65.37 N 7Y N L54 N48°'47' 5711E 52.81 0- ✓\ / QP ? `r S, L55 N57038'12"E 3.05� A=18°37'41' �, �S �S �s 5N L56 N55040'37"E 6.90 Q Y R=270,00' ,5� �� s Sfi O S L57 N20o 40' 15"E 28.76 \ v}� W\ L=87,78°QP(>F L5$ S8$ 38'19"E 48.34 CH=S,63 24 48 W. 5 ti P j; Nl, `a o' QP / p 5 R o pl L59 S63°31'05"E 11.42 \ CHL=87.40 %AO, li0 ll ��� (t BOO\Q_ i S `' �1�K, / co L60 S61034'58"E 60.45/�� L61 N37°52'28"E 54.68 L62 S72048144"E 67.24 ���\ L63 N57059154"E 7.13 ` 1� ��O �eF' �pU� LOT 11 �'� AA/� �O / x� L64 N77043118"E 26.91o� cj , L65 S62018107"E 33.13 �i 5R 11 h �2 �Q Z ? L866 AC, �'� go / L66 N29005' 41"E 49.80 ` 30 �� 1p 5N 5 Z�p 0 L67 N76016147"E 68.04 'o O S L68 S24001'50"E 42.45 3` 0 p f Rc 9� x L69 N71034'48"E 102.95 0 0\ 0-rt? g+� 50 / -J m L70 N53055'01"E 37:99 L71 N53°55'01"E 14.49 R=30a.0' R �o_r� cab 2�0 / / A=113°39'03' � s OF L72 N76002'32"E 35.09 6p, A=15°44'OS F S' R=60,00' L73 N69043' 46"E 34.50 7172' R_330.00 / / L=119,02' L74 N82023122"E 67.88 L=90,62 / L74 N77016'57"E 67.89 CH=N.62°0 02'E, LOT 12 ti CH=S,20°55'10'E. o; �,. CHL=90,34' 13 A=156°2�51' CHL=100,44' R N% L76 N62008'11"E 60.04 2,007 AC. grO R=6 0' L77. N82°20' 42"E 67.07 _ ° , 'L ro �' M "r ' ° " R 0 00 6 28 + �� L 163,76' o g Sto�'P Q ! -Q L78 N7047 30 E 96.07 L79 N70°49 3011E 49.02 O S r4' 0� V o) LM=S,24°04'46"E. . s n L=136,07 P 9 g 5 v� 0 O z FENCE UR`IE L80 N35° 08' 56"E 14.50 u� S T 5 p�3 tr �� 0.� / CHL=117:46 N L O T 9 CORNER f CH=N.79°12`57°E. S, a c? p5 1 P 4 ci r v POST 1- K L81 N35014'28"E 39.74 O S Lt �O �Q Q / N o i w CHL=108,73' 9 5 2 �' v1 P w° L82 N35°5S'52"E 39.73 c�vm 6�f� S' Q0101�,Q / NcJ� 4,237 AC, - - - FINAL PLAT N L84 N36°21' 36"E 39.59 U1 N LOT 13 (� PS)�F�Nr D ro L85 N36°52'50"E 39.51 0�0 '�F'�VJ�` / LOT 10 t,.E £ NAIL SPRINGS BRANCH oof 1,964 AC IOC AN ADDITION TO DENTON COUNTY L86 N37029140"E 39.44 0 L87 N38°12'02"E 39.94 Z / 3,155 AC, S 01004'20" W L88 N37o41'07E 40.10 b2 / 15S,94 L89 N37 58 55' E 38.99 32.0' ti2� / L90 N43059'06"E 39.00 L91 N44016154"E 40.10 �' / 673.06' BILL D.BALL , 224.87 272.73 VOLUN4L 4467_ PAGE755 L92 N43°45'59"E 39:94 L93 N44028'21"E 39.44 o i p L94 N45005' 11"E 39.51 /XFI iG S 89 59 10 W 1170,66 L95 N45°36125"E 39.59 C W FENCE POINT � CAR LEDWELA ACRES CORNEEt (J t Filed for Record in: L96 N46°02' 0911E 39.?3 („�„� �i,� BRIAR WELA\ et ux CALLED 2 r4r8 ACRE) L97 N46°13' 1311E 39.70 i CLERKS FILE *95-R0016336 CALLED 25973 ACRES i POST Denton County BRRA� WELA etua RO�ALDYI 5,R0'et.ux BEGINNING L98 N46043' 33"E 39.74 CLERKS FILE °94-R0051639 A ( CLERK'S FILE °95�K0023901 ROKS FILE �a 4 R0 33S' � On: Dec 28r2005 at 12:30P L99 N46°49105"E 39_.95 CLERK' FILE 94 R0055389 As a DWN. SCALP Plat SHEET GWH ®Oss Document Number: 159886 Surveying, Metrop ex OF Amount 172.00 CKD. DATE4 4 �g / . RecelPt Number - 252659 DATE REVISIONS BY: 1 � W. HICKORY DENTON, TE S 7620 nfifo ietr xsury JOB No. "T 99 r com Jane Narr k