Loading...
SN1133A_ _ _ SF' ON a I 102 26 \ 69 - -- - -- -- -- - -- -- - -- -- - - (CALLED 50' R.O.W.) I Iz L) wa 25 27 ,,. 67 70 - - - - - - - _ g a oi ��I T 28 29 ' 71 72 PALDO N0. 2 70-311 PRDCT 3C - - - - - - - - - �" 3 Qi l ®E II�lnII 30 d 64 65 73 74 - PAL A CRE K SOU PHA 362� W d w o N N 7t INNII pALOM CREEK -PHASE 3D I LOT 19X 66 75 76 I OC. NO 2016- 7 PRD T 7. ae Am a mao E2 900.9 DRAINAGE, UTILITY& 91 g2 I 10� I �., orj zoo GRI NADB 202 DOC, . 01 250 PRDCT ACCESS EASEMENT , w 93 1 Z o I X I X l O < = o 94 I 95 96 97 98 99 l a m a+ 4 m c _ S5T51 3 E 1112.5g' C 5'UE� 1 o'UE 0 4 �10 U100 I N a s o M W 50.00' 50.00` 135.00' �' _ FCD 50.00' 50.00' S0.00' 58.90' 64.81' 68.43' 74.83' 73.40' 86.64' 78. 74.55' 52.19' 50.00' ma „ " S87"5 '2S''"E 1398. 1' N w w w 11.06' 35.42' 50.00, " n a I 3'WME I N OPi 25 26 '27 0 928 = = 7X = = 29 = = 30 a : 0 0 ;� ^ `�" rn r� o `� �'' w 14.58'w " " " n „ „ •� CIRF _ O 50.00' 60.57' n 125.0� p 48.45' x ;•� a J o 181 N N OPEN SPACE 31 P N 32 ;o � 33 r Q 34 �o n°j o`O , t=, '�-'- i '' rn �'' cn ,n 42 M °' o a'•'44 M o r%t 0 J NN88'23'04 174 "W O o OBL AND DRAINAGE o co ro N a 35 ti o^ %y �''• `� -! 40 rn o 41 `� N o �43°i ; (R45 == 46== 47== 48 = 49 == 50== 51 = 52 == 53 == 54 = 55 == 56 == 57== 58== 59 == 60== 61 == 62 == 63 == 64== 65 == 66o'-6 67 w ci a, 130.57 ut ? EASEMENT z 17.00'Z 2 ZN N� ^iprr 36 ylyOro O j 39 �a rn 00 oN � No - oN N M c O.DO_ .5 M --135�0' 7.5 UE 80.90' - 2 h a cD r" r" z 10.36'z z z � N Q6 -4LA!K.7, ' "� 'BL 7.5'UE o77-77, o' r N T , - S87'51'39"E - 3 59 2�@( �Sf✓ Arya �r�. z. 20'e� �c0 _55 27 r=Z3 20 "- - - - - - - - - - - - Ll N _ - - - - 20'BL 7.5'UE to o J N 80 3 " " " „ „ (CALLED 5 R.O.W. 382.00' (� - - - - - - - _ - - - - - - - - Z 19.3 N p " x V 1 e. _. m 45.26' C,7Q F, kh �p SJ�- 3 - N87'50'29"w _ DA VINCI DRIVE " " " aoe= -■F9� yt m 130.11 0 a - - - - - - - rt9t'33L -10'UE--65-06- 65.BB' -7P 66 ?p0 `� �'6 1 3 ��/ G9 ' o - - - - 1297.39' (TOTAL) - 3_ �i 0 179 O=I LINDA LAURENCE _ 780.03' _ t+ < °(t I I WOOLSEY a CIRF 3 20 BL 3 r S - - - - - - - - - - O '- I Z o INST. N0. 116 �' a_ = 20.72 S \ )• 1 !/1//' 45.03 55.60 �_ _ " - - - - - - - - 517.36' ar C2 co { o N $ N o ' ? �f' �y / '- _- 20'BL 7.5'UE " 152.12 50.00 = - - -„- » - - - 1n w = 128.37 � al I RPRDCT t ' o ' \ / �� /0'BL 7.5 UE g " 50.00 6TCO j '- - - „ ,�, r°'i W 118510 178 20os-DCT 8X �c. 0 L6 117 00 Uj 118 0 ,ri 119 ai °� 6� \ S / ti �osr , 0 0 3 I R W I �_�r6716 �, =n .n, 1 N N A" 'n 7Q' S 1 �9 79 O "> ut o = 1 F w 20 BL 5 UEp M r " T J N� N N m m a s: e; 0 W`CO V a1 N r g 0® O o O N ,' N F .� ss 1g22 9 o ui 2 ci 3 4 5 x 6 x a 7 x= g a x = 'h r� o o i� 126.62 cn „ N N 9 = 10== 11 == 12==13==14as`n "t 115 Z Jk. cnO cn N�1 hss'ti /LyN R N84'32'38 W o O1 102 == 3 x x 4 = a 5== 6== 7 x: g:= g c� 177qRF ��65.00' 65.00' 75.75 •w O O ?2 S , ti• 33 p11 96 0. 49.97 N e- 4 �JJ N N P N rn O) yh ,R ^ 0j'S87'5 `29"E 10.00` OTAL �^Ln T_ z N O N cn w o0 9 W 50.00 „ ( ) 1� " O Z v 125.70 0 w z o- �OOPC 87'S1'39"W 140.7 w N ? ^0� ry� 9 sue`\ ''� > 5 50.00 50.00 iv o 62.12 50.00 „ " „ )11 rF O rn 0 j `� ��' 70S4a 2 5� '�9 ��9 `�.�`S p'�� O� r3 0 OQ, 49.97' " „ " " " " o I I ^ S87'5 29 E 30.22 TOTAL 50.00 68.09 5 N o z = O U Q 0 120 �.y o s •o . s ,`� 32 h. 50.00' n „ „ m n N 176 p0 p0 u> L►t z �� 09 1. p dig• >�, �� \ p 3 „ „ " 50.00 60.00'I ri o 62.12' 50.00' " " " „ R W o o a T c� 50.00 68.09- W �cr 114 O m „ ^ ? ^0 vo = 0 3 0 = " J 125.00w o < o- • ^ 3 N83 5549 W 0°3' ��y �`1y 3 \ ��F N �ti 31 !n o M 0 O 3 m I I w W ml I °' m I a 1 y(n N =;t 0 I T. T L v I 175 1n = I o cn J z LO N J y+ G� �, rN30o�;29==28==27==26==25==24==23==22==21=- x =a / \ at M 0.m m As. �' �, F \ 2p, ,N ,� N N - 20 = 19 1 _ = 1 7 '� 1 6 s a = = e a x = : x ; a a1201 O ~ - „ W W o Co 121N� R I M m SAS°oo, 4 �k. \ �$1 13.30' voi - - N rt20 N N 13 \ - �'C O - 20'BL 7.5'U _ o I o ^ 0 BL 7.5'UE z m ci z ZONE AE N W rn O h 8� �nQC� 53 Z8 Q�0 - - = -- - - - - - \ - - - = I A 1 ` z -r o ^,'� I' 174 = I o is S89'59'07"W 137 M ?� , O`1 00 ? <T " " 1 - n /� ^ I I17 N ° tK h• 1' , " O-O ' an nn l L62.12 n " " „ �- , (EL 537) 125.99 I �I r o © °�i• 'Oo �`1 oar - - - - - - - "- - ;z9.Q4 529.2$J (�•i m J W w U Z 7) 5 ^, , 9 - 3 N87'50'29"W n m m a 1 112 N. c, II b h p 6� \ �� 148.30' 300.00' - I.AI{E GROVE DRIVE - 1310.21' (TOTAL) 3 L5� 1' 0 173 = I I 8X �N 36 9sr• .S2y �° O 3 r 300 00' - - - C4 L N 1LiO F ( GRF /OPEN SPACE AND " w ` d; 5 20, y°� �' • )j�' �"� �^, 6 °' 0 3 1 p , / DRAINAGE EASEMENT 4410E 25 1q 9 '?0I y1 �8 �l io o r UE 0 1.70' 15 BL �y7g' 25 \ ` �60 969 93, N N 7 0 3 0 9 oI I 111 O 125.00 12 N624 �`1 N h 8 M o n NO THLAKE ESTATES / 3 0 �O c� 3• IrI N N LO N87'50'29"W PHASE 122 1 I / �N 0125.005R D C. NO. 2018-74 ro "� I? 35 8 36oa o 0 PRDCT f�i CO10 10 ` 0 9 W rd I 87.23' 'a �p / LAKE 123 " �, `0 7 �Ag?6. 'h,1' !`gyp 'o n� � „ I R W LEWISVILLE sa o2o,51,E � �� s,. F o� ��, 31 ^ N ® LO = 11 x 125. 25 109 s ' Ni1y5�� N�� s 34�7E2 30 �� �I I l a� „ ` >> 124 ';,,\ 0 32 6 15 J J m 108 aw ` �� °° 6�55�6•� s° \'L'?,��. y�� tiR /s ci 1y1 = 12 o=I o No / 3 J 1� N 1y10 G�\v'�i, \ : yo �=l `i3 N /�' 9s\ ui " I `'' "' / o a '� d g O.,'. so s`�oa P\ L6 r29 �, a ~ m I- e' ( s 125 F, Ci `ii• �y c� ` S, o " z o,•` 1 `'� : 06s• 33 �1 40 = 13 = I C0 1 7 twit j w a O ��' °u ga�6o,0°� \vr\, \ Y \Gar p2� r� 6N q�' 1`32 6 �4 f m 13 w a z o: tP4 �. �, �6 `�6 a3\Se ,y �/ v o.• 0 -- --- o� mod+ `\ 126 yoti �sss4°%!��`'\V� _Q/�'�'% E SRs 28 0 = 3 14 I=I N 1 3 z r w O� 7 5 U yS I voi 106 o n F) ¢ •O \ \ ti 09) e`O �o \ ��s 5 �. %P �s� soti 0 „ In J \ S3� A. >� ��. �00 �y 27 �s• F a N Q 4 11 00 6' 127in . iJO Fj ? trs eOe $p,y _ VI \ g�• 1 �• 15 I = z F \ �'9e 86s �,eA �g�� ��\ �� �s \ �s' 26 �s F` �� ��91 I 105 I � a 8X �9 S• \ 6I' ti Go " 1 A 25' 12 R W J Q Flo A .. fV Hj N 3 U M rn OIQ I \ `'' > L7 rf` 0 561.90 m as r - ,r - - `n . w o _ _ I m 20'BL 10 UE JJ " j o N O '2 0 3 '_ILj 0 m 0�2 == 3 == 4 == 5 == 6 == 7 == 8 == 9�� Z 171 =I Of M I I N p �° 1 Q'I I r I N N O I dl " Z O rn N875 '29"W 33.07' OTAL) O � ^ I= : I a 1 = d 61.18' 51.18` " " " " " 51.18' 62.45 O I I 170 a z ROW 126.03' ^ _ 57.36' 57.36' S7.36' 57.36' 23 M 151.34' - 01 1 _' o 25' 25' kN87'50'29"W 6 Ld -cry yam N g I 169 oI o 1 1., 126.03' 0 cd sue, m N N88'23'04"W '� N o 22 00 N c0 �� ' co s..11 Ln 25' 25' (o pl lj 125.00 I 1/2 IRF N 01 co 1 r.l r 3 I= I 21 O Za a6'i c'o, 13 0 N6 168 rTmi I M w z; o m „ ��'a+ yo 14 J� j� 4y °�j 45Qg s"W I z 1 < " 'S� J a U 1 a �' •O°.� 15 1• �i J$O 1= N 20 =� �� 167 a'In zaNa o o� 16 �p0 �g2k� 5° saw "�1 zzm l0 19 0 o c" 17E i% �� y� N23 59 25 E 'oI w / v0il o yr %QQ j L? 3.79 1 = t- N8126 03 "W m N6Z/.�� \ 166 i9�. s / a �' Z s /' d z \ 1 I ICI 18 0D .ems \ 165'°� '•`� /PO Ir 19.604 5 15 BL y 164 J 4) o<c. I` 08 " 300600' \ ( w 128 �yo �, \ o �� �6tio I N �� - - 300.00' - , �' � ~ \ �� / Cry ��'$ COE MON. \ a = S87'50'2S"E 644.55' TOTAL 44.65 ,L � s 163 d, i 61 s� \'s 25 16 I I w ( ) ROADRUNNER DRIVE �� z \ �6 0�, / �'.-3-2 104 rn� k`O O " " Z f -1 -- s8 2'---- ---------_ 3" '� � 162 \ ` O Y� J- 15BL n 58-32'- SE.3�F'- 9-8 �c� NORTHLAKE ESTATES PHASE 1 1�N 129 O\ \ �. `ro, 555, a ' ^0 " I AI Im 150 0 3 7.5 UE 20'BL _ DOC. NO. 2018-74 PRDCT t� H T. vi w� 0 rci r 3 16.39 N, moo, y,. 161 \ S3• S79'27`41"E r = 17 0 = I at N r i "' o `� n % 0 •t o U 10X N ZONE AE RS ,r► '� I I (EL 537) 4 103 es y 44.98 24 O 0 ri 152 = ri 153 = vi 154 ui 155 = ,� 156 N -' ' °� S87'50'29"E 151 w N N 1 t0 0= N > p 160 r 6 \ S ? 69 C'� „ I N N c.r = ui 157 0 ,�; 158 � O 159 t^ � OPEN SPACE � rcs 125.00 n N N N P N �'` O AND DRAINAGE •N ~\ \ 537 CONTOUR \ 6 !y gy• y'L O. G n I w o O N Cq a? >, 6y• i n (AS SURVEYED CIRF �- - 1p0 y $ " 6' ".0 0 149 rno �' N w rn 38+ " EASEMENT �� m 6� N78'04'56 E ZONE AE V '\ 102 \ ON THE GROUND) p N\. Np 1g60 r- o 18 , S87-5029"E �� 68.42 68.32 „ g9' "�' 52.63 5y 13D '�. \ 23 " r ccoo N87'50'29"W `� 125.11' COE MON. 68.E 68.34 81.06' 87.15' g3' (EL 537) 1 s1.26 �,9 w',. \ �, ,LC S6 OA•w a,•\1� \ ya0q W 125.00 25' 125 FND. hI�%•4�="� , am Sara USA FLOWAGE EASEMENT 101 ZONE AE s 56939 �� 4\ 56g39 03 �E MON. (DEFINED AS LANDS FALLING BELOW AN s (EL 537) '�'yr �,f'O"F SX 9s �S. 11g' '� °� �' FND. ELEVATION OF 537 FEET, MEAN SEA LEVEL) \ o� \ 1 S� 9iy ti c9• VOL. 468-537 RPRDCT \ \ ���, IG, o \ C` �iJ4rob LIMITS DENTON COUNTY FRESH WATER SUPPLY DISTRICT 100 \ �§ `Fq J�ti �O NO. 11-8 ANNEXATION TRACT ^ REFERENCED 8Y SF�'y0 O (. �O �O DESCRIPTION IN INST. N0. 2006-137919 RPRDCT, INST. LAKE LEVISVILLE <Y�',, NO. 2006-137920 RPRDCT, INST, NO. 2006-137921 �\l \ �� 1 Q�•�► �� 5E`� 04zP�' RPRDCT, INST. NO. 2007-2233 RPRDCT, INST. NO. LE �` ` O``� LAKE LEWISVILLE 2007-116051 (TRACT 7) RPRDCT, INST. NO. 2009-19769 P�6L0, I6A v� �00 P 2015C108071 RPRDCTO& INST. NO. 2016-395128 RPRDCT, DOC. NO. RPRDCT ` \.00000 NOTES: 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-B 0, 2. UTILITY PROVIDERS: S7 (1) ELECTRIC & GAS COSERV SERVICE: \ \ LIMITS DENTON COUNTY FRESH WATER SUPPLY DISTRICT 7701 SOUTH STEMMONS, CORINTH, TEXAS 75055 \' NO. 11-B ANNEXATION TRACT - REFERENCED BY PHONE: 1-800-274-4014 DESCRIPTION IN INST. N0. 2006-137919 RPRDCT, INST. )� NO. 2006-137920 RPRDCT, INST. NO. 2006-137921 (2) TELEPHONE SERVICE: 2301AT&RIDGEVIEW DRIVE, PLANO, TEXAS 75025 RPRDCT, INST. NO. 2007-2233 RPRDCT, INST. NO. 2301 2007-116051 (TRACT 7) RPRDCT, INST. NO. 2009-19769 PHONE: (972) 559-3084 RPRDCT, INST. NO. 2009-23718 RPRDCT, DOC. NO. „ 2015-108071 RPRDCT & INST. NO.2016-39612 RPRDCT 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL DETAIL ,�A 5 95 I I I 100 %F I 4 THIS PTHE LAT MAINTENANCE RESPONSIBILITY OFNG AND DENTONDRAINAGE IMPROVEMENTS COUNTY FRESH WATER SUPPLY�DISTRICT EASEMENTS O. 11-B. ON O I I ( I ZO I APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR C PALOMAI CREEK S UTHHTEI382 O DOCK. N0. 2016-77 li'R C MAINTENANCE PURPOSES. in S87'S0'29"E 1398.61' CIRF 5. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON. ARE HEREBY DEDICATED BY THIS PLAT FOR 0.00' 60.57' ��� 25' 25' �f 29 E THE NOTED. USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-9 UNLESS OTHERWISE 1 J �I I 48.45' _ DETERMINED TO BE Ki a� QO 6. SUBJECT PROPERTY LIES WITHIN ZONE X (UN SHADED AREA), DEFINED AS "AREAS on I OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN', ZONE X (SHADED AREA), DEFINED AS "AREAS OF 0.2% J I I N 181 � I ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 A m I FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% o Ln I� N8823'04"W ANNUAL CHANCE FLOOD', AND ZONE AE, DEFINED AS 'BASE FLOOD ELEVATIONS DETERMINED" ACCORDING TO Ir I 1 FEDERAL EMERGENCY MANAGEMENT AREA FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS AND L- - - INr1CO -a 2,5. GG' - -I (DA15'BL0 U I� 4 N87'50'29"W `o 16 4 d�dJJ co N87'50'29"W `ZI 0 lol 125.00' 0 0 125.00' 2 0 It o It 15 IV n „ 1' 3 = = 14 = I I " J „ w " 4®_ 1•- n O _� 13 ?I=I " Im I=N 5 � " m I _� 12 0I=1 " O „ vl 7 O 0 10 joI N87'50'29"W f "' N87'50'29"W I'I r0II 125.00' 0 0 125.00' ILL- I- $_5'UE � 15'BLg ��1 _25. J - ;-� - --4 99- 17S (1!1• N10'UE6 5' 1 ca N87'50'29"W `° 1 LO N87'50'29"W mI 0 125.00' 2 o Q 125.00' 15 LO LO I� I' 3 = _ 14 =I .. " 0 n I=I 4 .N I =� w 5 LO xa3 12 U) T n r 1.10 6 : 0 = N °� 11 O 1 =1 0 0 „ roI 7 0 0 10 I� ' N87'50'29"W "' 'r' N87.50'29"W ro 125.00' 0 0 0 b 0 125.00' L� .VU� `ro 15'BL 9 IIqq , V 1 V llr 1 1 1 1T1I'iJI. NOT TO SCALE 100 0 50 100 200 1 inch = 100 feet I- W w .OT F- ( o IU EET 10' 10'x10' SIDEWALK & VISIBILITY ESMT. (TYP•) LOT LOT 10'x10' SIDEWALK & VISIBILITY ESMT. (TYP•) LOT NO SCALE WOO' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION ("TYPICAL EXCEPT AS SHIN ) LEGEND P.O.B. POINT OF BEGINNING VOL. VOLUME PG. PAGE CAB. CABINET PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS RPRDCT REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS UE UTILITY EASEMENT DE DRAINAGE EASEMENT SSE SANITARY SEWER EASEMENT WME WALL & FENCE MAINTENANCE EASEMENT BL BUILDING SETBACK LINE DCFWSD DENTON COUNTY FRESH WATER SUPPLY DISTRICT IRF IRON ROD FOUND CIRS/F 5/8-INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" SET (FOUND) R.O.W. RIGHT-OF-WAY R (RP) RADIUS (RADIUS POINT) ESMT EASEMENT COE CORPS OF ENGINEERS 20 DESIGNATES SUBDIVISION BLOCK aC> DESIGNATES STREET NAME CHANGE SN1133A G01,S10,W25 43868 A1068A T RODRIGUEZ, TR 6, 73.868AC/PT 565232 A1068 T RODRIGUEZ, TR 6, 73.868AC/PT FINAL PLAT 6 N 67 I v 130.57 1 INCORPORATED AREAS - MAP NUMBER 48121CO405G, AND MAP NUMBER 48121CO410G, REVISION DATES NORTHLAKE ESTATES PHASE 2 I w APRIL 18, 2011. 537 CONTOUR SHOWN PLOTTED HEREON IS AS SURVEYED ON THE GROUND. W I I 1$O o I o Q 7. SUBDIVISION PROPERTY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT-RPLS 4087" 73.868 ACRES I �� 00 L I Q FOUND OR SET, UNLESS NOTED OTHERWISE. LOT CORNERS ARE 5/8-INCH IRON RODS WITH CAP MARKED 251 RESIDENTIAL LOTS 4 HOA LOTS 0'BL _ `� I U a "PETITT-RPLS 4087" SET OR AN "X" CUT SET IN CONCRETE. WHEN A FENCE OR RETAINING WALL HAS BEEN r; I o PLACED AT THE REAR LOT CORNER, A 5/8-INCH IRON ROD MAY BE SET FIVE FEET (5') FROM THE REAR STREET RIGHT-OF-WAY - 12.748 ACRES 5'UE 19.33 M o I 130.11' o LOT CORNER ALONG THE SIDE LOT LINE. 49.02 �I m w�l p r 1 8. PROPOSED SITE IS WITHIN THE EXTRA TERRITORIAL JURISDICTION OF THE TOWN OF LITTLE ELM. SITUATED IN THE I `" I I 179 �I j - 0 w DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-B RIGUEZ SURVEY ABSTRACT NO 1068 CURVE TABLE NO. I CHORD DIRECTION CHORD DELTA RADIUS LENGTH C1 S0119'33"E 52.91' 8-40'12" 350.00' 52.96' C2 N8814'56"E 47,73' 7*49'11" 350.00' 47.77' C3 NO2'01'22"W 44.42' 7*16'36* 350.00' 44.45' C4 S88'06'46"E 9.48' 0'32'35" 1000.00' 9.48' C5 N32'12'56"E 50.90' 61*12'00" 50.00' 1 53.41' C5 N44'12'36"E 81.22' 85'11'20" 50.00' 89.21' C7 N77'29'14"E 177.29' 29'20'35" 350.00' 179.25' C8 S57'24'13"E 244.43' 40'52'32" 350.00' 249.69' C9 S67'35'47"W 290.98' 49'07'28" 350.00' 300.08' C10 N57'24'48"W 244.54' 40'53'42" 350.00` 249.81' C11 SO4'43'28"E 180.32' 29'51'21" 350.00' 182,38' C12 N19'39'09"W 100.00' 180'00'00" 50.00' 157.08' C13 S31'28'50"E 143.48' 23'39'22" 350.00' 144.51' C14 N45'55'33"W 50.05' 310*15'15" 59.50' 322.19' C15 N31'50'13"W 139.21' 22'56'34" 350.00 140.15' C16 S45'37'01"E 298.61' 50'30'10" 350.00' 308.50' C17 N13'15'57"E 135.05' 22*14'52" 350.00' 135.90' C18 S09'56'11"W 174.91' 28'56'25" 350.00' 176.79' C19 N79'38'S1"E 51.67' 308'3138 59.50 320.40' LINE TABLE LINE BEARING DISTANCE Lt S87'51'39"E 20.00' L2 NO2'08'21"E 50.00' L3 N87'51'39"W 20.00' L4 S03'00'32"W 33.19' L5 S88'23'04"E 10.26' L6 N43'18'30"W 2.47' L7 N71'00'06"E 31.97' L8 N22'24'07"E 32.16' L9 NO2'09'31 "E 36.52' L10 N24'27'49"W 36.49' L11 N39'02'58"W 65.00' L12 N87'50'29"W 65.83' L13 N0o'20'52"E 48.84' L14 N85'27'58"E 9.58' L15 N14'57'54"E 21.82' L16 N25'13'43"E 47.53' L17 S02'09'31"W 75.01' L18 S0216'14"W 50.05' ,'nn °° A A VINCI DRIVE C2 !�t N I 3 I = tO I ►- Q 128.73 I w 9. THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE TOWN REGARDING ANY APPLICABLE FEES DUE. 10. NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF TOWN AND STATE LAW AND IS SUBJECT TO FINES AND MATHHOLDING OF UTILITIES AND BUILDING TEODORO ROD ' TOWN OF LITTLE ELMS ETJ DENTON COUNTY, TEXAS Filed for Record in the Official Records O(: Denton County On: 2 PM c`1 �,n w a to ORDINANCE DENTON COUNTY FRESH WATER a PLAT Re orris the PLAT Records PG I m PERMITS. SUPPLY DISTRICT NO. 11-B PETITT & ASSOCIATES N NORTHLAKE ESTATES PHASE 2 _ 7.55 UE 30.24_ M o I 178 =I a 11. THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. CONTACT: CHRISTOPHER JORDAN 1100 SURVEYING CONSTRUCTION ADMINISTRATION Doc Number: 2020-356 26.16 N cnl I > 1 3ALL McTINAS ST., SAE. ENGINEERING Number of Pages: 2 20'BL -� r . 00 I I N 12. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED EAST LINE OF PALOMA COUNTY, DALIAS, TEXAS 75201 TBPE FIRM REGISTRATION NO. 1488 Amount: 100.00 m I�? CREEK LAKEVIEW PHASE 2C, RECORDED IN DOCUMENT NO. 2015-280, PLAT RECORDS OF DENTON PHONE (214) 981-9090 TBPLS FIRM REGISTRATION NO. 101068 Order :20201013000$64 IN 126 62` TEXAS (SOt'27'30 Y1). Sy: MK �I I ! = N N1 13. ALL LOTS DESIGNATED AS "X" LOTS WILL BE OWNED AND MAINTAINED BY THE HOA. LOT 19X, BLOCK P IS 1651 GLENVILLE DRIVE, SUITE 212 Tel. N . (214) 221-9955 OWNER: MM NORTHLAKE PHASE 2-3, LLC Fax No. 214 340-3550 Richardson, Texas 75081 ( ) N O I 177 o AN OPEN SPACE LOT. CONTACT: ROME BARNES VALLEY VIEW LN, SUITE 300 DATE: SEPTEMBER 2020 SCALE: 1 "= 100' 9 10 r�l I I 1 14. MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100 YEAR FLOOD PLAIN. 1800 FARMERS BRANCH, TEXAS 75234 SURVEYOR: MWHITKANACKOPETITT.SOLUPONS JOB NO. 06026-00BO2 1" = 50' 15. ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. PHONE (469) 892-7236 SHEET 1 n N n j 1 y0 DN Loo DN i O N �a li A 0,00 �� �OP�G��pEN"� CiN � ' ORP\�P / Ogg COE M 92c ' � I KE o D. J D. I� !N \ ZONE AEFox \ �, 8X \\rn `� ss 1 0 I I G 1 55 i � MON. ; z l ( Cd C { I 94 W' ORTHLAKE tATES PHASE 1 �' O. 2 8-74 PRDCT 93 / 0 Z 92 / 8X MON. FND. LIMITS DENTON COLIN FRESH WATER SUPPLY DISTRICT NO. 11-B ANNEXATION ACT - REFERENCED BY ` DESCRIPTION IN INST. N . 2006-137919 RPRDCT, INST. NO. 2006-137920 RPR T, INST. NO. 2006-137921 RPRDCT, INST. NO. 2007-2233 RPRDCT, INST. NO. 2007-116051 (TRACT 7)IRPRDCT, INST. NO. 2009-19769 RPRDCT, INST. NO. 2009-T23718 RPRDCT, DOC. NO. 2015-108071 RPRDCT & INST. NO. 2016-39612 RPRDCT MM NORTHLAKE PHASE 2-3, LLC INST. NO. 2019-5855 RPRDCT ZONE AE STATE OF TEXAS § \ COUNTY OF DENTON § LAKE LEWISVILLE \ M NORTHLAKE PHASE 2-3 LLC ' th f th t t' t t o d 't t d' to a• - SANIT 0 0_ W SEWER 8X 'W N\ N STAT V! 0, EASF,i� Z aoa�\ aa.\ \ N31'33'36"W� ` 39.09' LA �s N66-01 WHEREAS M , Is a owner o a cer aln rac o an sl ua a - USA FLOWAGE EASEMENT " the Teodoro Rodriguez Survey, Abstract No. 1068, in Denton County, Texas, and being a part of (DEFINED AS LANDS FALLING BELOW AN that certain tract of land described in deed to MM Northlake Phase 2-3, LLC recorded in ELEVATION OF 537 FEET, MEAN SEA LEVEL) Instrument No. 2019-58552, of the Real Property Records of Denton County, Texas (RPRDCT), and VOL. 468-537 RPRDCT being more particularly described as follows: , Beginning at a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found for comer at the northeast corner of Lot 26, Block A, Northlake Estates Phase 1, an addition to Denton County, Texas according to the Final Plat thereof recorded in Document No. 2018-74, of the Plat Records DEDICATION STATEMENT of Denton County, Texas (PRDCT); f /OPEN SPACE AND DRAINAGE EASEMEN 0 o� I o IW O 6; ` 8X OPEN SPACE AND DRAINAGE EASEMENT N COE MON. FND. COE MON. 4M FND. N88108'16*w 182.53' THENCE South 87'51'39" East, with the common line of said MM Northlake Phase 2-3 tract, NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: ZONE AE (EL 537) N2513'43"E 47.53' S14'57'54"W 21.82' J� OHO Ile C�°O COE MON. FND. ZONE AE (EL 537) LAKE LEWISVILLE Paloma Creek South Phase 3D, an addition to Denton County, Texas, according to the Final Plat THAT, MM NORTHLAKE PHASE 2-3, LLC, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED thereof recorded in Document No. 2019-250, PRDCT, and Paloma Creek South Phase 3C, an OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN DESCRIBED PROPERTY AS addition to Denton County, Texas, according to the Final Plat thereof recorded in Document No. NORTHLAKE ESTATES PHASE 2, AN ADDITION TO DENTON COUNTY, TEXAS, AND DOES HEREBY 2017-311, PRDCT, a distance of 1112.59 feet to a 5/8-inch iron rod with cap marked 'PETITT DEDICATE TO DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-B (THE DISTRICT), IN FEE RPLS 4087" found for corner; SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF THENCE South 67'50'29" East, with the common line of said MM Northlake Phase 2-3 tract, said DISTRICT 11-8, ALL SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES Polomo Creek South Phase 3C and Paloma Creek South Phase 3B2 an addition to Denton County, EXCEPT AS SHOWN HEREON. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS Texas, according to the Final Plat thereof recorded in Document No. 2016-77 PRDCT, a distance SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT of 1398.61 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for the THE DISCRETION OF THE DISTRICT AND SUBJECT TO ITS WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING northeast corner of said MM Northlake Phase 2-3 tract and being located in the approximate TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, center of Salt Branch Road (p y p ), (partially dedicated public road); SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE T THE DISTRICT 0 E D STR CT USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO: THENCE South 01*36`56" West, with the easternmost easterly line of said MM Northlake Phase 2-3 REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER tract, and generally along the center of said Salt Branch Road, a distance of 917.74 feet to a US IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, Army Corps of Engineers brass disk in concrete marked "J801-3-2" found for a southeasterly MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS, AND ANY corner of said MM Northlake Phase 2-3 tract and being a corner of Parcel No. 3 as described in PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND Quit Claim Deed recorded in Volume 468, Page 537, RPRDCT and being on the 'Take" line of Lake UPON ANY OF SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS Lewisville; RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. THENCE South 51'00'18" West, with the southeast line of said Parcel No. 3 and with said 'Take" I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL line, a distance of 283.24 feet to a US Army Corps of Engineers brass disk in concrete found for AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS UNTO THE DISTRICT AGAINST EVERY ORCLAIM THSAE C NG PTH corner at a southeasterly corner of said MM Northlake Phase 2-3 tract and being on the 'Take" UOMES BJECT TOULLY ALL THEI PILATTINGTORDINAN SE RUL SOANDNY PART THEREOF. SO PLATOAPPROVED line of Lake Lewisville; REGULATIONS OF DENTON COUNTY. THENCE, continuing with said 'Take" line, the following courses to US Army Corps of Engineers WITNESS MY HAND THIS 2<6 DAY OF� _, 2020. brass disks in concrete found for comer: North 87'49`04" West, a distance of 997.91 feet: MM NORTHLAKE PHASE 2-3, LLC,A TEXAS LIMITED LIABILITY COMPANY South 01'20'52" West, a distance of 791.87 feet; BY. MMM VENTURES, LLC, South 27'51'04" West, a distance of 238.40 feet; A TEXAS LIMITED LIABILITY COMPANY ITS MANAGER South 00'44'57" East, a distance of 226.25 feet; BY. 2M VENTURES, LLC, North 88'08'15" West, a distance of 182.63 feet; A DELAWARE LIMITED LIABILITY COMPANY North North 23'29'46" 04'29'34" West, a East, a distance distance of 669.27 of 198.64 feet; feet; ITS MANAGER /� a�`' And North 13'26'25" West, a distance of 201.07 feet; NAME: MEHRDAD MOAYEDI ITS: MANAGER THENCE North 49'49'26" West, continuing with said 'Take" line, a distance of 358.88 feet to a 5/8-inch iron rod with cap found for corner in the east line of Lot 8X, Block I of said Northlake Estates Phase 1; STATE OF TEXAS § THENCE, with the easterly line of said Northlake Estates Phase 1, the following courses to COUNTY OF DALLAS § 5/8-inch iron rods with cap marked 'PETITT RPLS 4087" found for comer: BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON North 27'06'04" West, a distance of 687.82 feet; THIS DAY PERSONALLY APPEARED MEHRDAD MOAYEDI, MANAGER OF 2M VENTURES, LLC, AS MANAGER OF MMM VENTURES, LLC, AS MANAGER OF MM NORTHLAKE PHASE 2-3, LLC, A TEXAS North 18*41'43" West, a distance of 225.62 feet; LIMITED LIABILITY COMPANY KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE North 02*15'44" West, a distance of 134.87 feet; CAPACITY THEREIN STATED. South 87'51'39" East, a distance of 20.00 feet; GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS � �-DAY OF North 02'08'21 " East, a distance of 50.00 feet; 2020. North 87'51'39" West, a distance of 20.00 feet; 12- ��.*�' kul.Z I :#129140981 BARNES �+ Kota y And North 02'08'21" East, a distance of 125.00 feet to the POINT OF BEGINNING of herein ;my crmExpires NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. ,ramSe:te, 2024 described tract and containing an area of 73.868 acres of land. MY COMMISSION EXPIRES: Ld w LOT LOT I- 10'x10' cn SIDEWALK & VISIBILITY ESMT. / O (') 10' STREET 10' O 10'x10' SIDEWALK & VISIBILITY ESMT. LOT (TYP.) LOT NO SCALE 10`x10' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION (TYPICAL EXCEPT AS SHOWN OTHERWISE) LEGEND P.O.B. POINT OF BEGINNING VOL. VOLUME PG. PAGE CAB. CABINET PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS RPRDCT REAL PROPERTY RECORDS. DENTON COUNTY, TEXAS UE UTILITY EASEMENT DE DRAINAGE EASEMENT SSE SANITARY SEWER EASEMENT WME WALL & FENCE MAINTENANCE EASEMENT BL BUILDING SETBACK LINE DCFWSD DENTON COUNTY FRESH WATER SUPPLY DISTRICT IRF IRON ROD FOUND CIRS/F 5/8-INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" SET (FOUND) R.O.W. RIGHT-OF-WAY R (RP) RADIUS (RADIUS POINT) ESMT EASEMENT COE CORPS OF ENGINEERS 20 DESIGNATES SUBDIVISION BLOCK DESIGNATES STREET NAME CHANGE CURVE TABLE NO. CHORD DIRECTION CHORD DELTA RADIUS LENGTH C1 S01*19'33"E 52.91' 8'40'12" 350.00' 52.96' C2 N88'14'56"E 47.73' 7'49'11" 350.00' 47.77' C3 NO2'01'22"W 44.42' 7'16'36" 350.00' 44.45' C4 S88.06'46"E 9.48' 0'32'35" 1000.00' 9.48' C5 I N32'12'56"E 50.90' 61*12'00" 50.00' 53.41' C6 N44-12'36"E 81.22' 85*11'20" 60.00' 89.21' C7 N77'29'14"E 177.29' 29'20'35" 350.00' 179.25' C8 S67'24'13"E 244.43' 40'52'32" 350.00' 249.69' C9 S57'35'47"W 290.98' 49'07'28" 350.00' 300.08' C10 N67'24'48"W 244.54' 40'53'42" 350.00' 249.81' C11 SO4'43'28"E 180.32' 29'51'21" 350.00' 182.38' C12 N19'39'09"W 100.00' 180'00'00" 50.00' 157.08' C13 I S31'28'50"E 143.48' 23'39'22" 350.00' 144.51' C14 N45'55'33"W 50.05' 31015'15" 59.50' 322.19' C15 N31'50'13"W 139.21' 22'56'34" 350.00' 140.15' C16 S4537'01"E 298.61' 50'30'10" 350.00' 308.50' C17 N13*16'57"E 135.05' 22'14'52" 350.00' 135.90' C18 S0956'11 "W 174.91' 28'56'25" 350.00' 176.79' C19 1 N79'38'51 "E 51.67' 308'31'38" 59.50' 320.40' SURVEYOR'S CERTIFICATE KNOW ALL ME BY THESE PRESENTS: LINE TABLE LINE I BEARING DISTANCE L1 S87'51'39"E 20.00' L2 NO2'08'21"E 50.00' L3 N87'51'39"W 20.00' L4 S03'00'32"W 33.19, L5 S88'23'04"E 10.26' L6 N43'18'30"W 2.47' L7 I N71'00'06"E 31.97' L8 N22'24'07"E 32.16' L9 NO2'09'31"E 36.52' L10 N24'27'49"W 36.49' L11 N39'02'58"W 65.00' L12 N87'50'29"W 65.83' L13 N00'20'52"E 48.84' L14 N8527'58"E 9.58' L15 N14'57'54"E 21.82' L16 N25'13'43"E 47.53' L17 S02'09'31"W 75.01' L18 S02'16'14"W 50.05' THAT I, JAMES MARK WHITKANACK, A REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE LAND DESCRIBED HEREON, AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE TOWN OF LITTLE ELM AND DENTON COUNTY SUBDIVISION RULES AND REGULATIONS. I �(/0 �7'J�7i1� �P(rG•0 MASS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6134 �. CEO RFo •,s ................................... JAMES MARK WHITKANACK STATE OF TEXAS §,..........................,..... 6134 COUNTY OF DALLAS § lOFEss�QN� Q �ti0 SURV��� BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR TH OF TEXAS, ON THIS DAY PERSONALLY APPEARED JAMES MARK WHITKANACK, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN ��STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS�DAY OF 2020. a NOTARY "LIC IN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: b3 - OZ- 2d zy JENNIFER ADAMSKI •".-N- z°' 4,.z Notary Public, State of Texas E�9 +P� Comm. Expires 03-02-2024 Notary ID 132383829 DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-B CONTACT: CHRISTOPHER JORDAN 3100 MCKINNON ST., STE. 110 DALLAS, TEXAS 75201 PHONE (214) 981-9090 100 0 50 100 200 1 inch = 100 feet VICINITY MAP NOT TO SCALE UTILITY COMPANY APPROVAL ELECTRIC & GAS COMPANY: j� _ COSERV TELEPHONE COMPANY: AT&T 10.01 A0A0 DATE p- l -2pzo DATE REVIEWED AND APPROVED ON 0,- _ I A , 2020. C, / DENTOCOUNTY Eit-) H�WATTE/ERR! SUPPLY DISTRICT NO. 11-B �SS1u taro ��',' `` """"•••ti IY ti2�� :0� 1-n - APPR D BY THE TOWN F U LM ON THIS AY 0 4 '� 020. TOWN OFFI L DATE: TOWN OF U ELM, TE DATE: 1B /� • 2 dZ- O ECRETARY TOWN OF LITTLE ELM, TEXAS FINAL PLAT NORTHLAKE ESTATES PHASE 2 73.868 ACRES 251 RESIDENTIAL LOTS - 4 HOA LOTS STREET RIGHT-OF-WAY - 12.748 ACRES SITUATED IN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11-B TEODORO RODRIGUEZ SURVEY, ABSTRACT NO. 1068 TOWN OF LITTLE ELM'S ETJ DENTON COUNTY, TEXAS PETITT & ASS4GIATES D ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION TBPE FIRM REGISTRATION NO. 1488 TBPLS FIRM REGISTRATION NO. 101068 OWNER: MM NORTHLAKE PHASE 2-3. LLC 1651 GLENVILLE DRIVE, SUITE 212 Tel. No. (214) 221-9955 CONTACT: ROME BARNES Richardson, Texas 75081 Fax No. (214) 340-3550 1800 VALLEY VIEW LN, SUITE 300 DATE: SEPTEMBER 2020 SCALE: 1"= 100' FARMERS BRANCH, TEXAS 75234 SURVEYOR: MWHnKANACKOPETrrr.SOLUTIONS JOB NO. 06026-00802 PHONE (469) 892-7236 a, Filed for Record 23 in the Official Records Of: 0 Denton County N On: 10/1312020 1:20:42 PM o In the PLAT Records NORTHLAKE ESTATES PHASE 2 Doc Number: 2020-356 E Number of Pages: 2 a Amount: 100.00 mt" Order#: By. M K $ o O N mo p N i N N n 12 to SHEET 2 OF 2