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SK0173ABURNS BRANCH ROAD 0 0 IX z SITE DENTON COUNTY ^R„ JACKSON RD US HIGHWAY 61'. GEORGE FOSTER RD LOCATION MAP NOT -TO -SCALE • 04 00 0 F• LEGEND RR.D.C.T. PLAT RECORDS OF DENTON VOL VOLUME COUNTY, TEXAS PG PAGES) O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS OF ROW RIGHT-OF-WAY DENTON COUNTY, TEXAS VAR WID VARIABLE WIDTH CC DOC NO COUNTY CLERK FOUND 1/2" IRON ROD DOCUMENT NUMBER (UNLESS NOTED OTHERWISE) INSTR NO INSTRUMENT NUMBER (RD)Q SET1/2'IRON ROD (PD) UE UTILITY EASEMENT FIR FOUND IRON ROD FBM FOUND BRASS MONUMENT A O BLOCK NUMBER FCP FOUND FENCECORNER POST FPK FOUND P.K. NAIL -"- - CENTERLINE O COMMON AREA / HOA 12 COMMON AREA / HOA LOT 28, BLOCK A LOT 15, BLOCK K 16 FOOT DRAINAGE EASEMENT (0.1556 ACRE) (0.0452 ACRE) (BY THIS PLAT) (BY THIS PLAT) 13 O COMMON AREA / HOA OCOMMON AREA / HOA LOT 22, BLOCK L LOT 30, BLOCK A 30 FOOT PRIVATE GAS LINE 10' UTILITY EASEMENT EASEMENT (0.0981 ACRE) (0.0230 ACRE) (BYTHIS PLAT) (BY THIS PLAT) 14 O COMMON AREA / HOA OCOMMON AREA / HOA LOT 23, BLOCK L LOT 17, BLOCK E 10' UTILITY EASEMENT 10' UTILITY EASEMENT IDA 236 ACRE) (0.1516 ACRE) (BYTHIS PLAT) (BY THIS PLAT) 15 COMMON AREA / HOA OCOMMON AREA / HOA LOT 22, BLOCK C LOT 28, BLOCK H (4.368 ACRES) 30 FOOT PRIVATE GAS LINE (BYTHIS PLAT) EASEMENT (0.1447 ACRE) 76 COMMON AREA / HOA (BY THIS PLAT) LOT 16. BLOCK N OCOMMON AREA / HOA 10' UTILITY EASEMENT LOT 17, BLOCK M (0.0793 ACRE) 10' UTILITY EASEMENT (BY THIS PLAT) (0.0215 ACRE) 17 O 30 FOOT ACCESS EASEMENT (BY THIS PLAT) (0.2390 ACRE) O COMMON AREA / HOA (BY THIS PLAT) LOT 18, BLOCK M 18 30 FOOT PRIVATE GAS LINE 30 FOOT PRIVATE GAS LINE EASEMENT (0.2187 ACRE) EASEMENT (0.0752 ACRE) (BYTHIS PLAT) (BY THIS PLAT) t9 O 30 FOOT PRIVATE GAS LINE OCOMMON AREA / HOA EASEMENT (0.0510 ACRE) LOT 24, BLOCK L (BY THIS PLAT) 30 FOOT PRIVATE GAS LINE 20 O 30 FOOT PRIVATE GAS LINE EASEMENT 10.1592 ACRE) EASEMENT (0.0482 ACRE) (BY THIS PLAT) (BY THLS PLAT) O COMMON AREA / HOA 21 30 FOOT PRIVATE GAS LINE LOT 34. BLOCK EASEMENT (0.0346 ACRE) 30 FOOT PRIVATE GAS LINE (BY THIS PLAT) EASEMENT (0.7767 ACRE) 22 O VARIABLE WIDTH PRIVATE GAS (BY THIS PLAT) LINE EASEMENT(0.0741 ACRE) O COMMON AREA / HOA (BYTHIS PLAT) LOT 16, BLOCK J 23 30 FOOT PRIVATE GAS LINE 30 FOOT PRIVATE GAS LINE EASEMENT (0.0452 ACRE) EASEMENT (0.0716ACRE) (BYTHIS PLAT) (BY THIS PLAT) 24 O 30 FOOT PRIVATE GAS LINE 10 COMMON AREA / HOA EASEMENT (0.0344 ACRE) LOT 17, BLOCK J (BYTHIS PLAT) 10' UTILITY EASEMENT 25 O 30 FOOT PRIVATE GAS LINE (0.2146 ACRE) EASEMENT (0.0370 ACRE) (BY THIS PLAT) (BY THIS PLAT) 11 COMMON AREA / HOA 26 30 FOOT PRIVATE GAS LINE LOT 16, BLOCK K EASEMENT (0,0486 ACRE) 30 FOOT PRIVATE GAS LINE (BYTHIS PLAT EASEMENT (0.1419 ACREJ (BY THIS PLAT) � F 1 F IL- _ MATCH LINESHEET l tlttlA i,:)I 50 00' S0 00' S0 00' S0 00 5000, S0 00' 50 00' S0 00' S5 00 w 1 TRACT 1 LYNN S. SCHUTTE, SHANE M. RAGSDALE & MARILEE RAGSDALE (INSTR. NO. 2018-57008, O.P.R.D.C.T.) LOT 2, BLOCK A WAGGONER ADDITION (INSTR. NO. 2018-239, P.R.C.C.T.) LOT 1, BLOCK A WAGGONER ADDITION (INSTR. NC. 2018-239, P.R.C.C.T.) 60' ACCESS EASEMENT AGREEMENT BURLINGTON RESOURCES OIL AND GAS COMPANY, L.P. (VOL. 5431, PG. 40e1, o.P.R.D.c.T) MINIMUM FINISHED FLOOR ELEVATIONS NOTE: THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE PROVIDED WHEN A BUILDING PERMIT APPLICATION IS SUBMITTED. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE BASED ON THE CURRENT FEMA DATA. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE STATED AS MEAN SEA LEVEL RATHER THAN RELATIVE BASED ON NAVE) 1988 DATUM. GENERAL NOTES: 1. ALL STREET ALIGNMENTS SHALL BE IN CONFORMANCE WITH AASHTO AND ITE DESIGN STANDARDS, 2. SIDEWALKS TO BE PROVIDED ALONG ALL PUBLIC RESIDENTIAL STREETS ALONG LOT FRONTAGES BY THE BUILDER AND BY THE DEVELOPER IN OTHER AREAS. 3. ALL RIGHT-OF-WAY CORNER CLIPS SHOWN ARE PER CITY OF DENTON REQUIREMENTS. 4. WATER SERVICE TO BE PROVIDED BY BIG SKY MUD. 5. SANITARY SEWER TO BE PROVIDED BY BIG SKY MUD. 6. BIG SKY MUD TO MAINTAIN PROPOSED ROADS CONSTRUCTED WITHIN THE LIMITS OF THE BIG SKY MUD BOUNDARY. SURVEYOR'S NOTES: 1. UPON COMPLETION OF CONSTRUCTION, ALL LOT AND BLOCK CORNERS WILL BE SET USING A 1/2-INCH REBAR WITH A YELLOW PLASTIC CAP STAMPED ''PAPE DAWSON". IN AREAS WHERE IT IS NOT PHYSICALLY POSSIBLE TO SET REBAR, A MAG NAIL OR X CUT WILL BE USED. 2. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE NAD 83 (NA2011) EPOCH 2O10.00, FROM THE TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE NORTH CENTRAL ZONE. 3. THE SUBJECT PROPERTY IS WITHIN THE FOLLOWING FLOOD ZONES) AS DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) FLOOD INSURANCE RATE MAP NUMBER 48121CO330G, DATED APRIL 18, 2011 FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS: ZONE X (UNSHADED), DEFINED AS: "OTHER AREAS", AREAS OF 0.2% ANNUAL CHANCE FLOOD. VAR S HIGHWAY 38o WO RIGHT -OF_ (VOL . 256,T PC E OF TEXASWAY) 587, O.P. R.D.OT) W 65.00 50.00 50 00 50.00 50.00 8 0 1 _- ^ > b b b„ L230 a O 0 ^ ^ ^ o W 1> 56 CALLED 1.00 '=ol 0 0� c O o LOi to go LOT 6 o � � T? SAVE AND EXCEPT a6 LOT t LOT 2 LOT 3 ^ LOT 4 ^ LOT 5 L07 6 ^ LOT 7 LOT B LOT 9 LOT t0 LOT 11 LOT 12 LOT 13 5,388 SF Z 5,250 SF o o M ¢ i 6.387 SF 5.000 SF 5,000 SF 5.000 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5.000 SF 5.000 SF 5,000 SF 5,000 SF 5,000 SF P b 1 n 10' UE J LIME ROCK RESOURCES J I W 1 $ Q 17 I i. L231 (INSTR. N0. 2019-8006, g 0 CBB _r -r N90'00'00"E 690.00' ;n LOT 5 1 n o' 5250 5F POINT OF COMMENCING C17 O.P.R.D.C.T.) l LL C93 N90'00'00"E 410.00' MINERAL ROAD - N90.00'00"E 360.00' N I , 0 (FIR) N89'57'30" W 208.72' 1 - 50' RIGHT-oF-WAY - 8 (A SAVE & EXCEPT TRACT I - - - _ (FIR) °�s N N90.00'OO"W 325.00' �� ^6 N90.00'00"W 2BO.00' �� s OT 4� T - _ - - �j.0 SD QQ_ 3Q Q0 0. 4 h �X 4 00 5Q Q� 50.00 0.0 40 �� (CALLED 1.00 ACRE) rl 1 - - ' UE 10' UE 10. • u6 GAS LINE EASEMENT W r (INSTR. No. 2020-55269, LOT 10 LOT 9 L07 8 LOT 7 W 1 I O.P.R,D.OT.) i 5,000 SF 5,000 SF 5,000 SF 5,000 SF LOT 6 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 CC 3 o LOT 3 E 3 -Iy` / \ \ © 8 8 5,368 Si 0 0 o 5,388 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5,388 SF N o 5,290 SF O INDEX MAP C105.00, VARIABLE WIDTH SANITARY O 100' SETBACK FROM / S C N o I SEVER EASEMENT W I i W HABITABLE STRUCTURE �\ 'H L x w SCALE: I"=1000' (BY THIS PLAT) / w N9G'GO'00"E w w w - W o LOT 2 60 i1 ro COMMON AREA / HOA 0 50.00 ^ 50.OIT ^ 50,00, 50.00, 55.00 o 0 0 55.00' ^ 50,00' ^ 50.00' ^ 50.00 ^ 55.00' O � 0 5.250 SF 1 in 11 v n LOT 22, BLOCK C , - - o 00 o O O 0 t 30' 30' n ro nob po - qq pO REFERENCE SHEET 3 FOR LINE TABLE1 (BY THIS PLAT) i NATURAL GAS P AA P o 4;68 pp WELLHEAD I 8 ^ ^ I o0 ^ _ ^ I �' AND CURVE TABLE z z I 1 z LOT i^ LOT 2 LOT 3- LOT 4 LOT 5 z m m w 0 LOT 1 10' ELECTRIC EASEMENT 3: I LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 n ^ 7,LOT I m 60' ACCESS EASEMENT AGREEMENT m 77 5.000 SF 5,000 Sf 5,000 SF 5.000 SF 5,387 SF 5,387 SF 5.000 SF 5,000 SF 5.000 SF 5,000 SF SLOB SF w 14 14' (INSTR. N0. 2020-155540, O.P.R.D. C. T.) BURLINGTON RESOURCES OIL in 4.9T t0' UE , 21.2+' VARIANCES APPROVED BY THE DENTON COUNTY COMMISSIONERS COURT: AND GAS COMPANY, L.P, 1 :'1 I WELL SITE EASEMENT \ / 10' UE ti �, t/A 6 y0 0 1 - eo 1. MINIMUM LOT AREA (10. E. 07124/2018{ (VOL 5a31, Pc. 4oa1, o P R.D.c. r.) I (INSTR. No. 2o2D-sszss, / s 2. MINIMUM LOT WIDTH (10.F. 0712412018) �I O P R D C.T.) \ / L73 N9000'00"E 260.00' L81 L45 L43 - cz9 GRANITE PARK ROAD L157 N90'00'DO"E 3so.00' o n N90'00'GO"E 17 0' 3. MINIMUM ROW AND PAVEMENT WIDTH (10.G. 07/24/2018) 9.94' 4 - - - \ C7 c- is't5'l15'-50' RIGHT -OF -war - 4. UTILITIES TO BE LOCATED LONGITUDINALLY WITHIN ROW (10.H. GAS LINE EASEMENT (INSTR. NO. 2020-55269, 0-PY D.C.T.) FD. 1/2" IRON ROD W/ YELLOW CAP (STAMP ILLEGIBLE)(CM) .B n N89.22'12"W 252.12' "" , 00 0. 50.00 ,OO 0 �g�- 40.00 1.08' LOT 19 LOT 18 10' UET5,040 60' 2' LOT 20 7,558 SF 7,302 SF 7,330 SF LOT 17 LC) I/ 30' 30' LOT 27 LOT 26 LOT 25 LOT 243 L07 22 LOT 21 7,357 SIF M LOT 28 5,000 SF 5•� SF 5.000 SF 5,000 SSF 5,47a 5F6,424 Sf w w w ;++s,387 s- c m ain va'$ e ,n n © a Po ^ p < W f o m z o z ^ z z 12.63 R 0 3 _ N8922'12"W N 55.00 �n 50.00' 50.00' 50.00 50.00' 50. D0 50.00 54.55' 54.05' 56.91' 50,66' 37.37' w n 0 0 - 8 LOT 7 5,000 SF LOT 8 LOT 9 LOT 10 LOT 11 13.29'' M 8 5.245 SF 5,290 SF 5,693 SF 5,773 SF W oLOT Q 5.388 SF LOT 2 SF LOT 3^ 5,000 SF LOT 4 SA00 SF LOT 5^ 5,000 SF LOT 6 5,000 SF w 'n' 0 v ro '� ry Z 8 SA00 oo N o M w z o n f p n v^: AI (' 10' UE _� z 3.80' i .- Z °i °�' ^ Z z z LOT 12 6. 4 21.5T eno-•w'»•r sas wn' , 6,180 SF Il 1I 20' UTILITY EASEMENT (CC DOC N0. 2005-709288, I I i I I I LOGAN PASS DRIVE `C7, 50' RIGHT-OF-WAY ` LOT 16 L 7.772 SF 10-00'00"E 1 106.97' w i Di LOT 15 0 1 7.948 SF 30.1 LOT 14 6,874 SF LOT 13 6.785 SF 0 f 0.Q -_5.4,40 0. 50.00 SO.pO C74 612'E 208.14' LOAN . W w w w w0' UE 0 w m ;+ e w 3.80' �- �I SON80'p6.12-W, L134 16$ 1 8� ^LOT 0n 8n BCni gn go ?o =m n'n w 40 GS! W 8 1^ `*5 z LOT 2^ z LOT 3 z LOT a^ z LOT 5 5.027 SF LOT 6 Z a g w o w 1 11.59' Sp,O > z 5,388 SF 5,000 SF 5.000 SF 5.000 SF 5,000 SF 18.36' LOT 7 z i P N h g g CC 0 a 5.352 SF 61036 LOT 8 LOT 9 SF z w LOT 10 Z LL 3 LL (PD) N89'22'12"W _ 286.88' (PD) 61410 SF 6,510 SF LOT 112 ^ O o LOT 12 6,150 SF 6,150 SF = » L07 13 i LOT 14 3 x 6,118 SF 9,988 SF 0 WIC 0.N8D06'12"W O1 oiloi °� N n 03 16' UTILITY EASEMENT w U) (INSTR. NO. 2018-239, P.R.D.C.L) II s 3 I UNPLA TTED ACCESS EASEMENT AGREEMENT (REMAINDER OF 280.000 ACRES) BURLINGTON RESOURCES OIL LGI HOMES - TEXAS, LLC. AND GAS COMPANY, L.P. (VOL. 5431, PG. 4081, O.P.R.D.C.T) 1 M (INSTR. NO, 2018-141332, O.P.R.D.C.T.) J I) f0 I 16' UTILITY EASEMENT 1 50' (wSTR. No. 2018-239, PR.D.C.T.) GRID:N 7136839.24 Ii 30' 30' GRID:E 2314990.32 FD. 1/2" IRON ROD W/ YELLOW CAP (STAMPED ILLEGIBLE)(CM) 0.73' L35 POINT OF BEGINNING �' (PD) 70.767 ACRES 136 POINT OF COMMENCING SAVE & EXCEPT TRACT (1.00 ACRE) ED. 1/2" IRON ROD Al Y.C. "METROPLEX RPLS 5452" (CM) 1-230 CALLED 1.00 I SAVE AND EXCEPT LIME ROCK RESOURCES O+C" o CO IV -A, LP R M (INSTR. NO. 2019-8006, J 1 I19 --I O.P.R. D.C.T.) 17 L23, POINT OF COMMENCING C117 SAVE & EXCEPT TRACT 1 (CALLED 1.00 ACRE) FIR) N89'57'30"W 208.72' I(FIR) -- --__ ----_ I a o �~I `-J --- N I w WELL SITE EASEMENT C0 < wI (INSTR. N0. 2020-55269, d I EASEMENT �" O.P.R. D. C-T-) 10' GAS EASEMENT O w z (INSTR. N0. 5269 �a� �I U w W(f)0 I N / USK If1 a J o U C N LJ 01 < I a t°I o VARIABLE WIDTH SANITARY SEWER 100' SETBACK FROM / EASEMENT w J I i (BY THIS PLAT) HABITABLE STRUCTURE O � R I o O a _E a Z w N I a n COMMON AREA / HOA I z no LOT C I v'viI (BY2THIS�PUT)OCK i } i I n l i- 4.368 AC I 3 � ' < 60' ACCESS EASEMENT AGREEMENT nl BURLINGTON RESOURCES OIL g AND GAS COMPANY, L.P. (VOL. 5431, PG. 4081, O.P.R.D.C.T.) \ I L45 L43 WELL SITE EASEMENT \ 994, �K5-, (INSTR. NO. 2020-55269, O.P.R.D.C.T.) \ 10 10' UE \ 1!; 282.12' - $8922'12'E 327,12' Laa 30 FOOT ACCESS EASEMENT (BY THIS PLAT) SCALE: 1"= 60' AFtD F1' J011 O. 660 LL VEY RICH x5sTFPCT N WELL SITE EASEMENT ,(INSTR. ,T, 2020-55269, O.P. R.D.GT.) RIGHT OF WAY AGREEMENT SK0173A G01 S07 W55 DYNEGY MIDSTREAM SERVICES, L.P. > j(INSTR. NO. 2005-80267, O.P.R.D. C.T.) 746960A0660A JOWELL, TR 13D, 33.82AC/PT 747106AO660A JOWELL TR 12A(1), 7.14AC/PT 208154AO660A JOWELL TR 16A, 27AC/PT 256781 A0660A JOWELL TR 16A(2) 1.807AC/AL O.P. ND .C. T.) Filed for Record in the Official Records Of: Denton County On: 2/10/2021 9:19:59 AM In the PLAT Records BIG SKY ESTATES PHASE 1 Doc Number: 2021-57 Number of Pages: 4 Amount: 200.00 Order#: By. PM LOT 17 W 0 16' DRAINAGE EASEMENT (BY THIS PLAT) j N8424'02•W, 103,00, it I COMMON AREA HOA OPEN SPACE � m BLK A, LOT 30 W L212 L-- w ' N8424'02'W 1p6.80' of 30' SANITARY 'SEDER EASEMENT LOT 16 (BY THIS PLAT) w LOT 20 8 o o LOT 21 LOT 22 LOT 23 10' UE LOT 24 LOT 25 L0T 26 2121' 0 6'887 SF 8 0 6,000 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF 8,000 SF 14.14' n N90'00'00 W z o :' )� w w W w 8 8 r 3 4yF�� 100.00' - LOT 19 ry 8 o 0 8 88q R 8 8p 8 8 PN 0 g LOT 27 N7,8875F^ 2 0 5,000 Pn z ^ P z AN ^ z Ary ^ z ^ z ^ z ^ L133 g-"I N90'00'00"W ,p ' n 100.00' N90'00'00"E 365.00' a w a 2 0 _ LOT 18 m m L215 no 0 o h 5,500 SF of 130' SANITARY _ _ SEWER EASEMENT t0' UTILITY EASEMENTI n P N90YJD'OD"W ^ - -(VY THIS PLAT) BY THIS PLAT)I w 0 3.72' 100.00' 'C' w d I �^° Li92 0 o ,e DETAIL ' G LOT 17 a pp P mI 8 r 6,052 SF N84'24'02"W o I I� z L194 z ' L189 L212 103.00' Tom. N84'24'02^W _ J~' COMMON AREA / HOA L990 106.80' N L213 I LOT 29, BLOCK A I� I (BY THIS PLAT) Lp± I w LOT 16 SF 3.532 AC ml N 71 .L2t7� i L160 N87,088 1y 'p 7p$ I DETAIL 'D' 1 $I w J„ J (PD) I VARIABLE WIDTH DRAINAGE EASEMENT P' LOT 15 ry I (BY THIS PLAT) -� Z' 13,822 SF ; + -,PD) I I IN �J DETAIL 'E7 (PD)'� -J 30.70"1 Io L207- - _ L22611 - - 700.74' L209 (PD) N85'21'05"W 243.54'C1 BM #1 "X" CUT ON THE EAST SIDE OF A HEADWALL APPROXIMATELY 0.45 MILES WEST OF NORTH JACKSON ROAD AND 19 FEET NORTH OF US HIGHWAY 380. ELEVATION = 810.90 GRID N: 7136655.31 _--__ GRID E: 2316017.83 L194 I I _ _ L195 I VARIABLE WIDTH =� DRAINAGE EASEMENT - - (BY THIS PLAT) I L197 10' URUTY EASEMENT �q0 (BY THIS PLAT) r 30' SANITARY I 1 0 SEWER EASEMENT S (BY THIS PLAT) I > I w COMM HOA OPEN SPACE AREA m BUR A, LOT 30 Nm Y mI I JI I m I L - L217 I I I I � VARIABLE WDTH ACCESS EASEMENT (INSTR. N0. 2021-11240, O.P.R, D.C.T) STATE OF TEXAS (INSTR. NO. 2008-45037, O.P.R.D.C.T.) US D IGHWAy (VAR RIGHT- 380 (VOL P 587, 0P R.D.0 T) \ 4"0, I I \4z0 VARIABLE WIDTH DRAINAGE EASEMENT \ (BY THIS PLAT) 10' UTIUTY EASEMENT (BY THIS PLAT) COMMON AREA HOA OPEN SPACE BLK A. LOT 30 44' 44' n Csi CC CC r W 3 W o O O 1 0 m o 0 (� O Z m W go Pa I o< O 07/24/2018) VARIABLE WIDTH ACCESS EASEMENT 5. MINIMUM SETBACK REQUIREMENTS (10.A. 07131/2018) (INSTR. NO. 2021-11240. O.P. R.D.C. T) DENTON COUNTY PUBLIC WORKS/PLANNING (PD) (RD) �22.92 L32 ��� GAS WELL NOTE: L33 (PDE-----�-`_ _ • EXISTING GAS WELLS AND FUTURE WELL DRILLING ACTIVITIES ARE ALLOWED WITHIN THE OPERATIONS AREAS BY RIGHT. ED, 5/8" IRON ROD _- W/ 2" DIAMETER ALUMINUM USHIG_ HW TXDOT CAP (CM) (VAR Ap RIGHT_ 380 TE Op (VOL 256. PG 589TEp PSR O. C)7. DETAIL "CI DETAIL "D" DETAIL "E" SCALE: I" = 20' SCALE: 1'= 30' SCALE: I" = 20' Uj W j GO Y O GO STATE OF TEXAS (INSTR. NO. 2009-127042, O.RR.D.C.T) OWNER/DEVELOPER: LGI HOMES -TEXAS, LLC 1450 LAKE ROBBINS DRIVE, SUITE 430 THE WOODLANDS, TEXAS 77380 TEL: (281) 210-5484 FAX: (281) 210-2601 CONTACT: ELAINE TORRES, OFFICER SURVEYOR: PAPE-DAWSON ENGINEERS, INC, 5810 TENNYSON PARKWAY, SUITE 425 PLANO, TEXAS 75024 TEL: (214) 420-8494 TBPLS FIRM NO. 10194390 CONTACT: LANCE STEWART, P.E. FjPAPE-DAWSON ENGINEERS DALLAS I SAN ANTONIO 1 AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 DATE OF PREPARATION: FEBRUARY 3, 2021 FINAL PLAT OF BIG SKY ESTATES, PHASE 1 BLOCK A - BLOCK N LOTS 1-27, BLOCK A; COMMON AREA / HOA LOTS 28-30, BLOCK A; LOTS 1-28, BLOCK B; LOTS 1-20, BLOCK C; LIFT STATION LOT 21, BLOCK C; COMMON AREA / HOA LOT 22, BLOCK C, LOTS 1-12, BLOCK D; LOTS 1-13, BLOCK E; COMMON AREA / HOA LOT 14, BLOCK E; LOTS 1-28, BLOCK F; LOTS 1-28, BLOCKS G; LOTS 1-27, BLOCK H; COMMON AREA / HOA LOT 28, BLOCK H; LOTS 1-33, BLOCK I; COMMON AREA / HOA LOT 34, BLOCK I; LOTS 1-15, BLOCK J; COMMON AREA / HOA LOT 16 AND LOT 17, BLOCK J; LOTS 1-14, BLOCK K; COMMON AREA / HOA LOTS 15-17, BLOCK K; LOTS 1-21, BLOCK L; COMMON AREA / HOA LOTS 22-24, BLOCK L; LOTS 1-16, BLOCK M; COMMON AREA / HOA LOT 17-18, BLOCK M; LOTS 9-15, BLOCK N; COMMON AREA / HOA LOT 16, BLOCK N BEING A 69.767 ACRES SITUATED IN THE RICHARD R. JOWELL SURVEY, ABSTRACT NUMBER 660, IN DENTON COUNTY, TEXAS. 289 RESIDENTIAL LOTS 18 COMMON AREA / HOA LOTS 1 LIFT STATION LOT SHEET 1 OF 4 BURNS BRANCH ROAD a O x z SITE m DENTON COUNTY JACKSON RD US HIGHW.. o AY 380 2 N GEORGE FOSTER RD LOCATION MAP NOT -TO -SCALE 01 100' 200' 300' SCALE: 1"= 100' LEGEND P.R.D.C.T. PLAT RECORDS OF DENTON VOL VOLUME COUNTY, TEXAS PG PAGE(S) O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS OF ROW RIGHT-OF-WAY DENTON COUNTY, TEXAS VAR WID VARIABLE WIDTH CC DOC NO COUNTY CLERK FOUND I /2' IRON ROD DOCUMENT NUMBER (UNLESS NOTED OTHERWISE) INSTR NO INSTRUMENT NUMBER (PD) O SET I ITIRON ROD (RD) UE UTILITY EASEMENT FIR FOUND IRON ROD FBM FOUND BRASS MONUMENT O BLOCK NUMBER FCP FOUND FENCE CORNER POST FPK FOUND P.K. NAIL -C- - CENTERLINE O COMMON AREA / HOA 12 COMMON AREA / HOA LOT 28, BLOCK A LOT 15, BLOCK K 16 FOOT DRAINAGE EASEMENT EME T (0.1556 ACRE) (0.0452 ACRE) (BY THIS PLAT) (BY THIS PLAT) 13 O COMMON AREA / HOA O COMMON AREA / HOA LOT 22, BLOCK L LOT 30, BLOCK A 30 FOOT PRIVATE GAS LINE 10' UTILITY EASEMENT EASEMENT (0.0981 ACRE) E 10.0230 ACRE) (BY THE PLAT) BY THIS PLAT) i4 COMMON AREA / HOA O COMMON AREA / HOA LOT 23, BLOCK L LOT 17, BLOCK E 10' UTILITY EASEMENT 10' UTILITY EASEMENT (0. 1236 ACRE) (0.1516 ACRE) (BY THIS PLAT) (BY THIS PLAT) t5 O COMMON AREA / HOA Oq COMMON AREA / HOA LOT 22, BLOCK C LOT 28, BLOCK H (4,368 ACRES) 30 FOOT PRIVATE GAS LINE EY7HIS PLAT) EASEMENT (0.1447 ACRE) 16 O COMMON AREA / HOA (BY THIS PLAT) LOT 16, BLOCK N OCOMMON AREA / HOA 10' UTILITY EASEMENT LOT 17, BLOCK M C.0793 ACRE) 10' UTILITY EASEMENT (BY THIS PLAT) (0,0215 ACRE) O 30 FOOT ACCESS EASEMENT (BY THIS PLAT) i7 C.2390 ACRE) © COMMON AREA / HOA (BY THIS PLAT) LOT 18. BLOCK M 18 30 FOOT PRIVATE GAS LINE 30 FOOT PRIVATE GAS LINE EASEMENT (0.2187 ACRE) EASEMENT(0.0752 ACRE) (BYTHIS PLAT) (BY THIS PLAT) 19 O 30 FOOT PRIVATE GAS LINE COMMON AREA / HOA EASEMENT (0.0510 ACRE) LOT 24, BLOCK L (BYTHB PLAT) 30 FOOT PRIVATE GAS LINE 20 O 30 FOOT PRIVATE GAS LINE EASEMENT(0.1592 ACRE) EASEMENT(0.0482 ACRE) (BY THIS PLAT) (BY THIS PLAT) ® COMMON AREA / HOA 21 30 FOOT PRIVATE GAS LINE LOT 34. BLOCK I EASEMENT (0.0346 ACRE) 30 FOOT PRIVATE GAS LINE (BY THIS PLAT) EASEMENT (0.7767 ACRE) 22 VARIABLE WIDTH PRIVATE GAS (BY THIS PLAT) LINE EASEMENT (0.0741 ACRE) O COMMON AREA / HOA (BY THIS PLAT) LOT 16, BLOCK J 23 30 FOOT PRIVATE GAS LINE 30 FOOT PRIVATE GAS LINE EASEMENT (0.0452 ACRE) EASEMENT (0.0716ACRE) (BY TH6 PLAT) (BY THIS PLAT) 24 O 30 FOOT PRIVATE GAS LINE 10 COMMON AREA / HOA EASEMENT (0.0344 ACRE) LOT 17. BLOCK J (BYTHB PLATI 10' UTILITY EASEMENT 25 30 FOOT PRIVATE GAS LINE (0.2146 ACRE) EASEMENT (0.0370 ACRE) (BY THIS PLAT) (BY THIS PLAT) 11 COMMON AREA / HOA 26 30 FOOT PRIVATE GAS LINE LOT 16, BLOCK K EASEMENT (0.0486 ACRE) 30 FOOT PRIVATE GAS LINE (BY THIS PLAT) EASEMENT (0.1419 ACRE) (BY THIS PLAT) UNPLATTED 200' SETBACK FROM - \ (REMAINDER OF 280,000 ACRES) HABITABLE STRUCTURE - / \ \ \ LGI HOMES - TEXAS, LLC. / \ / 75' OPERATIONS AREA A \ (INSTR. N0. 2018-141332, O.P.R-D.C.T.) / v / SURFACE USE AND EASEMENT AGREEMENT \ V / A (INSTR, NO. 2017-34841, O, P.R.D.C. T.) RIGHT OF WAY AGREEMENT DEVON ENERGY OPERATING COMPANY, L.P. \ _ \ \ 75' OPERATIONS AREA (CC DOC NO. 2004-27005. O.P.R.O.C.T.) SURFACE USE AND EASEMENT AGREEMENT (INSTR. NO. 2017-34841, O.P.R.D.C.T.) NATURAL GAS WELLHEAD 1 I NATURAL GAS / VA WELLHEAD TRACT 1 LGI HOMES - TEXAS, LLC. (INSTR. NO. 2019-159921, O.P.R.D.C.T.) � 111�911���� IIYn11Ynn 1111 1111 1111 1111 �IIIII i SURVEY / UNPLATTED FtICHAR� R JOW �p 660 �V v _ _ / �/ (REMCIIHOMEOF 2TE AS, ACRES) .\ \ / 10' ELECTRIC EASEMENT pgSTRAC / ,( / (INSTR. N0. 2018-141332, O.P.R.D.C.T.) �\ INDEX MAP \ / (INSTR. NO. 2020-155540, OT`R.D-C.T.) VARIABLE WIDTH ACCESS EASEMENT (INSTR. NO 2010-11240, O.P.R.D.C. T) BM #206 "X" CUT ON THE SOUTH SIDE OF A CURB INLET ON THE EAST SIDE OF DEER LODGE STREET APPROXIMATELY 45 200' SETBACK FROM - - \ \ - FEET SOUTH OF BIG SKY BOULEVARD. HABITABLE STRUCTURE \ � � ELEVATION 815.66 200' SETBACK FROM / / \ \ 10' ELECTRIC EASEMENT i 26 30.051 C4- GRID N: 7139131.17 HABITABLE STRUCTURE / \ \ �� \ i 271.3a I (INSTR. N0. 2020-155540, O.P. R.D.GT.) (pp)� �" Aap C84 _ (_am v �GRR\D E: 2315722.93 10' ELECTRIC EASEMENT / \ \ (PD) BIG 9KY DETAIL "A" `j _ -+� \ (INSTR. NO. 2020-155540, O. P.R.D.C,T.) /T- \ _ - JJ _ ,� \ VARIABLE WIDTH ACCESS EASEMENT \ t(I / 5p C69 `( � q / \ C8@ _ -C'3 - - - - �/ 502 6 .24 \'ly } �N'b0 �`a (INSTR. NO. 2010-11240, O.P.R.D.C.T) 75' OPERATIONS AREA �70.0(PD): C22 5 � J - �55 50. �1 WI1 St6; ,•Oi \ " SURFACE USE AND EASEMENT AGREEMENT \ - 14 LOT 19 LOT 20 LOT 21 C7 13.58' > .qO \ N44'27'48 E UNPLATTED (INSTR. NO. 2017-34841, O.RR.D.C.T) - \ CII -' ( W LOT 18 6797 $F 7153 SF 8,020 SF a p '� 20.69' t \ \ 148.32' (REMAINDER OF 280.000 ACRES) / / / \ \ 3 4S ^ ♦ti ^ C68 y 62.SB' 6,780 SF �+ w w =' =, 6 J w >gl \ \ LGI HOMES - TEXAS, LLC. LOT 1 t4.56 $ o $ o ro ¢ rc 9 / N - V 82.46 N n a o in 0 / , \ 1 �,1 6,490 SF 19.51' - 'D 134.02 26.69 c c �. LOT 15 n o LO7 t4 (INSTR. NO. 2018-141332, O.P.R.D.C.T.) NATURAL GA5 WELLHEAD h ^ n 14.55 ,1u r n o V '6 P a -/- - , / N80'42.49" +Fw "r 79.55' LOT 1 �s n `$. { o - Po g o a W uo1 m; 9,522 SF ^ 07,134 SF•"- LOT 13 i W a' oa N o S5. b, LOT 16 z n V m o 8,508 SF.a - LOT 12 111.gT 8.503 SF !v -. 7,672 SF £ ✓� / \ I LOT 17 d m o ? s •?5.856 SF \(PD) L26 �C N80-42'49"w 2 4r' 6,600 SF 22.29' 4.55' m U o 10' UE 10.6T N p 'v >y ,r , Q- / 1 5,599 SF t 5' UE 120 ry h LOT 11 p r \ (PD), N80.4y49" � � � � 136.34' LOT 15 .0 4 .41 = �' Q 0 L07 2 a L110 Jo" z9.08' n0 cP 5,440 MJ 111.99' & ,+ h i 8,996 SF N N90'30,00"E 167.29' a LI 85 S6+ o 150' SANITARY SEWER CONTROL EASEMENT / oe, 8,682 SF a / 'A n Li83 CS hA' S F' 9 �tO (INSTR. N0. 2021 -3260, O.P.R.D.C.T, / 1 � N 14.53 a o N80'42' o o NSi•?SJ N 4 N N90U0'00"E 227.29'C a � -L785 C105 9 2 n �a LOT 10 J, ' 50' OPERATIONS / '^T pp LOT 3 m 49" mns a6,, O• G6 �~ �1 O AREA �\ / ( ) 6.554 SF 130.73' w J4• GNO/F' '" N9O'00'00"W 340.26' 25 �[ 'b• hAn o05,440 S� C@? / N6g 14, 53' 15.51' LOT 14 _ C56 (E' .+� ,y D0 eol ? LOT 3 7,101 S� G97 54.40 0'' 5s.00 55.00 5. 7 + LOT 9 9 17p 0j, k 7,133 SF J 25.14' 72.29' w 10' UE 27.8T _' �pVA p`Y�' �5,440 SF +F• I / \WATER WELL 1 fl,^ (PD) LOT 4 N7 I/7,13 N@O 04po \ so \��,p .O . �� �}hry• 1C gTq'O@+w. SL25015F�Po N' N@O 12 `c4 PO 11ap'1 0000 .� b . ,b\ s yT\ S� E , L)i 8 19 JOg9y,�>k '4'`^ ?S 2S• N@ QB65 SF 22.72)T 4'bg0p"ly mL0714• LOT 13 • LOT 12 ^ - P LOT 11 LOT 10 LOT 9 ^ o Ci' S O,n \(p� pJ 5,440 SF i ANNUAL CHANCE FEMA FLOODPLAIN \ / \ / PD OJ?q 5,300 SF 5,830 SF 5,830 SF g 5,830 SF 5,830 SF 5,811 SF N q J NN ZONE A 1 ' \ / \ p7 (y ) yN� LOT 5 J �DO, A h LOT 12 3'0 �' \ } C O qh 'w FIRM NUMBER 48127C0330G. \ / " 10' J k ( / E `L (PD) ''-� 7,256 SF O r@. 5,100 SF h^'" LOT 1 'O@ g w w JO@ tAyry `,44 7 'P • EFFECTIVE APRIL 78. 2011)� " 'g5 _ - �o OY o' / Gb LOT 5 J yh 7,862 SF Ono 50.00' S5.00' S5.00' $ g 55.00 55.00' S5.00 0o COLIMON AREA/HOA LOT \l 'N so N 5,440 SF ' N64'45 02 E (PD) 1J713'B' LOT 7 y M $+$, / eyh NTo 5,117 SF h oh' a LOT 3 pp LOT 8 o BLOCK K, LOT 17 LO7 6 5,569 SF O 0 G I 00' LOT 11 O N� A 3 5,666 SF w A P 0.541 / \ 74.D2 Y LOT 9 5.430 SF 'o N LOT 6 i J02 Pork, a 5,100 SF ,(Q s o ho LOT 2 p o o 0 5,500 SF- $ ,�N•1 Op LOT 10 5,437 SF ? m 6.396 SF / / '� S4, @O y 7,200 SF $ o z . z (GO / / " PD N o C2� 1 LOT 6 a6 DOPo• (J "> c o o �yOA LOT 8 N52'46 40 E ) 2.1r s,orl SF ? N z1.za' < a o P o un 6 9/ rs- 8,120 SF "� \f ?4 n m o12 ..� \ 5,440 Si , 32.60' "'• N n £ 23 b `� LOT 10 2 714 J m rn LOT 4 ^ LOT 5 ^ O LOT 6 f LOT 7 ^ NA0 0 74.38 - N, N T6 JJi r? 5,100 SF �-/� I? 40 7 �` 23.42' 5.500 SF 5,500 SF 5,500 SF 5,500 SF 10' UE ^ 14.11'/ / / '. O 15 24' 'd 1P 4, 4 47 1 pC SCALE: 1"= 1000' � REFERENCE SHEET 3 FOR LINE TABLE AND CURVE TABLE VARIANCES APPROVED BY THE DENTON COUNTY COMMISSIONERS COURT: 1. MINIMUM LOT AREA (10.E. 07/24/2018) S46'11'29"E 2. MINIMUM LOT WIDTH (10.F. 07/24/2018) 50.00' 3. MINIMUM ROW AND PAVEMENT WIDTH (10.G. 07/24/2018) (PD) 4. UTILITIES TO BE LOCATED LONGITUDINALLY WITHIN ROW (10.11. (PD) 07/24/2018) 5. MINIMUM SETBACK REQUIREMENTS (10.A. 07131/2018) / ^ (RD) C80 QO C6 DENTON COUNTY PUBLIC WORKS/PLANNING 6 �• (,@ / L28 STANDARD PLAT NOTES: Oj((RD) UTILITIES NOTE: �� c2mJ ° SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE DENTON 15 COUNTY PUBLIC HEALTH DEPARTMENT. SIP `99 L152 � i9 (Jmy GENERAL NOTE: L151 79� pA'yA ye J (PD) -CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE p' Hop (sr COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURRENT LOT i4 5,468 SF set S COUNTY SUBDIVISION RULES AND REGULATIONS. ShAA 6,l cb� AGO LOT 13 O 5,216 SF •A DRIVEWAY CULVERT MUST BE OBTAINED FROM ROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, o.yN C'.S fi. 0,9 INSTALLATION OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS eNS',�payg 5,6851SF , `0 WITHIN THE DEDICATED RIGHT-OF-WAY. 16 E y\�4 '�� MCP FLOODPLAIN NOTE: \ Ya6910,6 NO9 LOT 11 J NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY - LOT 11 � � £ o N, m, L243 (2q �2• k O J J S� CS L244 N90U0'00"E 359.11' CS n LOT 5 / - . " (PD), y?y 8,758 SF'�p N £ g 2 ^ Lor 7 �o r 3 in N39'53 40 E J rw n, m 24.13' L6 C� [70 !i !y1`\ !J 6.818 SF LOT 9 \ / 3 JJ - t Ci D3 N BEAVERHEAD ST ET L188 C102 i k4, \ 5. 5,440 SF N LOT 12 o v, £ R-TRAIL. 45 `5 $ Jo` 's 5,100 SF Q a h' N 77.08 r 6748 SF $, w+ BE L170 /C w oo- Jp Q YP NO $$17.85' C52 N 50' RIGHT-OFtWAV LOT 19 (RD) JJO JJO �,, 4: �' 131GTRMHI'aF_W 69 g8 ✓ !J°4' µar Ne0D0•Po Z!/Q p4J.3 5,90235Fg� oh h a.e .0 50.44_L2450.W 5000 N9 oO.OD)0'00_W 530 11' 4 �m. 10,429 SF so / LOT 73 00. ry, O °' S0 7.5Ta2 W 7 h LOT BPo• Q" J . 07 32 0 n r o / N� 7,030 SF G 9 S7 34+" _ 16.56 r k .00 o t' A' LE m m J \ `s C � ? � 9 5.907 SF� h LOT 31 3 G0/8.4>l UE Z 2 LOT 25 10.57' S ('iJ S> 6,472 SF V bo. ^, g .- b J \0 8,934 SF r 4 '�' �/ "� / 00• y 6,064 SF v $ $ o o i 1.! LOT 21 J ' / J0004jk•LI50 k Ga7' 4@@ Nm N N- ..),OF' 9* f C6@ C7/5 \ yo •'yo e4' s@o�•f J?J S_N 8 8 $ 8 .NSS .4 , LOT 27 h5 \ �� O SO Po, .J6. LOT 30 0 ^ a LOT 23 rn LOT 20 SS LOT 14 ? J 10.934 SF �. �; m+ g9 l0 LOT 24 p �15.07' CI ,00 • Op f > m N LOT 29^ LOT 28' LOT 27^ ^LOT 26^ LOT 25^ LOT 29 r1 LOT 22 Qo S,809 SF ?4>. N £ 8.425 SF C „o ry"' J@ g 234. 5.998 SF 5,482 SF �' 70,441 SF v JJO 4 k S ♦ 44 � .cP � 6 SJl• 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5.000 SF 5,000 SF 8,100 SF 16 67' � o 8 >• >;t LOT 26 ry '� R 4@ 7J• 44 pO, 71.86' 60 o ? . L2 Y C L239 h ^4 b Po / 1n moo• LOT 1 F, 4@ Po 7,951 $F 'm 7,989 SF '7>9• K' H .g'i-�K ry 85VC� , ^a� 2 ^ `tm cP Sp 5CJg0 E 58339'10'E N90'00'00'E 150.00' , N90U0'00'E4 469.39' 4 20.50' 4• e G ,(` 36 N. 4A o Cg LOT 1 AO 4r LI43 I 9.54' / LOT /5 / " � � [7 'o . 7 B SS 6,050 SF o h p0 N90'00'00'E 852.26' LOT 4 5,440 SF 5,941 S �J O 21506 SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND i9 THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING to \ �� ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD N ELEVATION(BEE) WILL RESULT THAT NO FLOODING WILL RESULT THAT NO 6,231 SF, 59 E OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT i0 (PD) ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION Y Y, LOT 9 BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, 0 6,400 SIF ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO -FOOT ABOVE / THE I O&YEAR FLOOD ELEVATION. � L753 �30 E EASEMENTS NOTE: LOT 3 > m ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, 5,745 SF BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE 23•E L236OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. D9 20 �0 1 MAINTENANCE NOTE: 506.25 L235 I THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS -.,,3^E n' LOT 3 LOT 23 0 4. 113 m ro L142 50.00' 37 5,003 SF 50�0 L137 7,812 SF o�g"1 a7.26' 50.00 - 50.00 50.00' 50.00 50.00' - 50.00' 50.00' - 50.00 - 50.00 50.00 50.00 w 55.00' L2 LOT 2 p > SSS 2 LOT 2 0 0 a. .. y 4> LOT 2 A A� 3 L744 o O / (PDk Op, k .�v?. N in ,W 5 •'� .`w 21.92' C 'n N T. w o c 6,449 SF LOT 16 / ,;y 4>, 6.�6 - o o - 000 hA LOT 22 �� Cy o >' 5.777 SF N o m m o 8 -0 21 6,050 SF A ry L67 N CJ>J\ f m S ,ry o $ SO 2 6,647 SF a LOT 21 > ry\ = LOT 3 v o a o o $ o L238 ^ N90'00'00" LOT 20 �� 8.145 SF y L07 a ^ o o "� " ?9 m S $ • SO, N`O ,•A'6,481 SF 12.30' 7 m S P ^ LOT 8 LOT 9 LOT 10 ^ LOT 11 ^ LOT 12 LOT 13 LOT 14 LOT 15 ^ LOT 16 f LOT 17 z O 112.51' It j 2 �`Cb >, �• - 4 4.42' DO 2 \ 5.937 SF w LOT 5 m (m N k ? � ^ � \ - � LOT 6 LOT 7 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5.000 BE 5,000 SF 5,000 SF LOT 78 m n LOT 1 16' SANITARY SEWER EASEMENT Jp C4J SL000 SF $ S SO pO L138 o J� t Cg ID, 5,77. SF 5167 SF 5,UW SF 5,388 SF 7 77 a 6,016 SF 13. (BY THIS PLAT) (PD) f/ LOT 20 J LOT 5 \ 6 1 7.13' ' (0.0534 AC) L•16 S $ :'� 4J ry \\ Cq@ .i �- O on_T r 10' UE f 4L30 ,?J ?Yy 5498 SF.� 00 Cg0 1� 5.000 SF LOT 8 S' ,N ' � 2 � mN , � Cq6 L22a es zh" ory. ti c?5 sp• s,000 sF LOT 7 ; S' c99 ROOSEVELT ARCH DRIVE N900000"� eae ofio' s Dz6 (PD) �2 �2 220 12.75' bA 11.86' S ��/R/GHT O 5.000 SF LOT 8 2 S b h ?OJ vry q? LOT 19 7� ,oh - C -(- \ t LOT 19 w Y S o° Iv 5,643 Srg h s 4 . '!m C37 50' RIGHT-OF-WAY-- N90'00'00"W 648.80' O1 L84 \ LIFT STATION (PD 5,10D SF.Zh ^o +w �Sl'/ wq 7 5,000 SF LOT 9 m ap n m N90U0'00"E 17 LOT 18 NO - 21.85 5.869 ( 9 21 � 11 5.715 SF n o° ,w � C �R/I/ C77q 4D f 3 > \ 13.17' Sry apAO -g S O> 25LOT 21SFom a o +W m �i SO.OD- 50.00 .0 SQ+QQ_ SO, t1n SQ,Q� �`Q,Q-0 .0 SO,QQ_ 1�4,Q0E .0 10' UE AC 12 �7 L135 h o $ ' o , D. F o@. 5 r ? & m 6 NN m 8.60' LOT 27 LOT 16 LOT IS 20.0, \ O 2 ,N o 0@• h ? 00+ O •7 �^ 5000 SF m r LOT t3 m q • o LOT i6 -+ 13. \ \ C LOT 17 m oN oOO 0 K• C 5,222 SF 2 '6q, f l •. s O LOT 28 5,000 SF 5,388 SF m \ O (PD) (PD) $q72 SF ry SO 30 q0 SD 4 4 LOT 17 m 7.3gp $F m LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 L01 20 LOT 19 LOT 18 LOT 17 w _ '' n 5,782 SF w (PD), 7,832 BE LOT 16 2 J 1p•� 85j�5�� L234 b DETAIL 'B' sOp. 6,786 SF Z -� p 5,000 Sr 5,000 SF 5,000 SF 5,000 SF 5,000 SF 5.000 SF 5,000 SF 5,000 SF 5,000 SF 5,000 SF o o n o 5.100 SF LOT 15 �/ Uf "`VV C9j L233 LOT 11 ,+� LOT 12 '(JCS 57)$5'07E $ p g $ I LU J 1 1 A Pp 5,100 SF LOT 12 C 6,979 SF h 7.119 SF >8, > ( ) ? s 57.1 5T �?-ma m'. 13.11' o o W --� �I.. iS ^ ° 5,249 SF 29.23' @ 19 p�A'N'y�N 4, 6 67.61 00 i'i N90U0'00"E I^ z Ir 3 00�y1 LOT 12 14.06' \ \ L.9 LOT 13 " I 00 9 w 64.74' 50.00' ^ 50.00' 50.00, ^ 50.00' 50.00' 50.00' ^ 50.00^ 50.00'f 50.00' ^ 50.00 50.00' 55.00' F- S3 5,251 SF (ED)'" Ddw SF © LOT 11 QJ, 4 ( �� hh' ^i ;� `8 09.82' 9.62' © o '91 pp 5,226 SF S• Jj N 9J 26.22' A W g qq ri r 1 \ \ ( ) Lao L2 s4@ 2+J'2 LOT 13 ,H p P LOT 15 o I w 00. 9.079 SF N P o o a LOT 1 W LOT 11 $ y LR o 6,282 SF f ^ LOT 14 & E \ - - - - - - - - - - (PD) )- L3g - I J 9 `L253 z -' 8,387 SF ^ LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 ^ LOT 10^ LOT 11' LOT 12 LOT 13 5,387 SF ❑ o 0 5,250 5F -�� ` ` - J .?' b' LOT 14 mJ 5,000 SF S,OOD SF S,ODO SF 5.000 SF 5,000 SF 5,000 SF 5.000 SF 5.000 SF 5,0DO SF 5,000 SF 5,000 SF 5.000 SF Z 0 \ NO [E- 5,925 SF n 0105.0 RIGHT OF WAY AGREEMENT - - _. - - - - - - - _ _ �4 V `V I2 6.18' 10' UE D_ g DYNEGY MIDSTREAM SERVICES, L.P. '\ (PD)'' Nr IS C92 C39 O� ! -� �A o LOT 10 (VOL 5404, PG 6124, O.P.R. D.C.T.) ` 44@ IN NI \ -�" +oJ- -r �O n L102 N90U0'DO"E 690.00' ;� m 5,250 SF 15 0?7 (-__- _ N9O-OODo"E 141.1E MUSSE_LSHELLDRIVE - ( N90'00'00'E no.00' o N ( w 1 (FIR) 18 50' RIGHT-OF-WAY TRACT 1 _ _ N90'00'00"W 690.00' D1 ! o LOT 9 LYNN S. SCHUTTE, SHANE M. RAGSDALE & GRID: N 7138194.99 +i`-o� - - -Lzz6 - -N @9 �" 50.0� so.pn SD.D� �n,D.o 5D.D� �4,uo 50.00 50.oa ao. �es -1 5.250 5F MARILEE RAGSDALE o N L2I N89 7'07"E 208.56' � ,o• UE Q9� g (INSTR. No. 2ols-s7ooB, O.P.R.D.C.T.)GRID: E 2315005.23 m-�LI% (FIR) - - w ( w ;i FIR) RIGHT OF WAY AGREEMENT In g o LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT IS LOT 8 RIGHT OF WAY AGREEMENT .' m DYNEGY MIDSTREAM b vi 6,388 SF 5,000 SF 5,000 SF 5.000 SF 5,000 SF 5,000 SF 5.000 SF 5,ODO SF 5,000 SF 5,000 SF 5,000 SF 5.000 BE 5,D00 SF 5,388 SF g, 5,250 SF DYNEGY MIDSTREAM SERVICES, LP- N aI SERVICES, L.P. 15 P m (VOL 5404, PG 6124, O.P.R.D.O.T) n " L- J O $ og 1 (INSTR.O PR. D00T )80267, I ' N o n N90'00'00'E n i mI 65.00' LOT 7 > r 5. .0 ^ 5 ^ 0 -S . ^ 5 . 0 ^ 5 ^ 0' .o o,0 5,LOT SF M T LINE SHEET 1 0 0 a ��� o 0 0 0 o F 0 0 0 0 0 0 0 m o 0 Q o, of o` o 0 0 0 0 0 0 0 0 0 0 o o' p 0 CALLED 1.00 b am - - - LOT 1a z o0 o LOT 6 G OO SAVE AND EXCEPT I� LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT ? LOT 8 LOT 9 LOT 10 LOT 17 LOT 12 LOT 13 5,388 SF z d 5,25C SF _J LIME ROCK RESOURCES J i 16,387 SF 5,000 SF 5,000 SF 5,000 OF 5,000 OF 5,000 SF 5,000 SF 5,000 OF 5,000 OF 5,000 SF 5.000 SF 5,000 OF 5,000 OF 10 00' b o IV -A, LP F�tt �_ 10' UE J `; o v m L23i (INSTR N0 2019-8006, g o s sO o' sao Sc.oG' sa.00' SO.o o ' so oo' S .00' so o ' L sa.eo so. oa' so.00' so oo'. a0.00' /� o LOT s VARIABLE WIDTH ASEMERv o m s d 5250 SF SEWER EASEMENT �� C117 O-P. R. D. C.T.) W V0'y3 c N90'00'DO"E 410.00' MINERAL ROAD N90'0600"E 69 9000'00"E 360.00 r� N ,BY THIS PLAT) o C - p (- w 1 0 N89'57'30"`dd 208.72' m m s0' RIGHT-OF-WAY o Cog N90'0000"W 325.00" N90'00'00"W 280.00' - o o LOT 4 _ o - 85.00' 50-0 - 5000' S0_00' 50.00' 40A0' ' L�% 00' 50.00' 50.00' 50.00' 50.00' 40.00' ��� d 5,250 SF MINIMUM FINISHED FLOOR ELEVATIONS NOTE: THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE PROVIDED WHEN A BUILDING PERMIT APPLICATION IS SUBMITTED. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE BASED ON THE CURRENT FEMA DATA. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE STATED AS MEAN SEA LEVEL RATHER `� I SO,D, \ LOT 10 THAN RELATIVE BASED ON NAVD 1988 DATUM. )m 1 GENERAL NOTES: BIG SKY BOULEVARD 1 2e �� COMMON AREA 1. ALL STREET ALIGNMENTS SHALL BE IN CONFORMANCE WITH AASHTO I L234 \ 30 FOOT PRIVATE GAS LINE EASEMENT AND ITE DESIGN STANDARDS. 069 15,20' 1 BLK H LOT 28 2. SIDEWALKS TO BE PROVIDED ALONG ALL PUBLIC RESIDENTIAL STREETS - ALONG LOT FRONTAGES BY THE BUILDER AND BY THE DEVELOPER IN COMMON AREA 1 coo OTHER AREAS, HOA LOT, 10' UE 3. ALL RIGHT-OF-WAY CORNER CLIPS SHOWN ARE PER CITY OF DENTON B K L LOT 23 C111 1.52 (JiJ 1 L233 REQUIREMENTS. 62.24' 4. WATER SERVICE TO BE PROVIDED BY BIG SKY MUD. / 5. SANITARY SEW ER TO BE PROVIDED BY BIG SKY MUD. 6. BIG SKY MUD TO MAINTAIN PROPOSED ROADS CONSTRUCTED WITHIN LOT 54 \ , 1 / !'J LOT 11 THE LIMITS OF THE BIG SKY MUD BOUNDARY. SURVEYOR'S NOTES: \ 1 � Jo• 1. UPON COMPLETION OF CONSTRUCTION, ALL LOT AND BLOCK CORNERS WILL BE SET USING A 1/2-INCH REBAR WITH A YELLOW PLASTIC CAP COMMON AREA -1 19 STAMPED "PAPE DAWSON". IN AREAS WHERE IT 15 NOT PHYSICALLY 30 FOOT EPRIVATEAT ASLINE W MUSSELSHEyL DRIVE ' \ POSSIBLE TO SET REBAR, A MAG NAIL OR X CUT W ILL BE USED. BILK L LOT 22 W 2. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE NAD 83 (NA2011) THE NORTEPOCH2O10.00, H CENTRALLMTHE ZONETEXAS COORDINATE SYSTEM ESTABLISHED FOR DETAIL "A" DETAIL "B" 3. THE SUBJECT PROPERTY IS WITHIN THE FOLLOWING FLOOD ZONE(S) AS SCALE: I"=20' SCALE: 1"=20' DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) FLOOD INSURANCE RATE MAP NUMBER 48121CO330G, DATED APRIL 18, 2011 FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS: ZONE X (UNSHADED), DEFINED AS: "OTHER AREAS", AREAS OF 0.2% ANNUAL CHANCE FLOOD. S Il Jr@ 2 13 m L2 o = \ (PD) ,0T 9,079 SF 0 \ 4@ O?. L253 .4 , I LOT 14 J@ 5,925 SF RIGHT OF WAY AGREEMENT V C 9? DYNEGY MIDSTREAM SERVICES, L.P. (VOL 5404, PG 6124, O.P.R.D.C.T.) I \ h ry \ \ RIGHT OR WAY AGREEMENT DYNEp L102 15 SERVICES, L.P. \ N90U0' C77 (INSTR. N0. 2005-80267, - - (FIR) -il- 1 - O.P.R.D.C.T.) L68 _ ! - L226- VARIABLE SANITARY SEWER L ' �2 N !� 15 EASEMENT EASEMENT (BY THIS PLAT) i I N89'57'07 E 208.56' O Ni m ((FIR) ------------- -(FIR) 60' ACCESS EASEMENT AGREEMENT FT PRIVATE GAS LINE EASEMENT BURLINGTON RESOURCES OIL AND GAS COMPANY, L.P. (VOL. 5431, PG. 4081, O.P.R.D.C.T.) 'BY THIS PLAT) SCALE: I"= 60' WELL SITE EASEMENT (INSTR. NO. 2020-55269, O. P. R.D. GT.) Filed for Record in the Official Records Of: Denton County On: 2/10/2021 9:19:59 AM In the PLAT Records BIG SKY ESTATES PHASE 1 Doc Number: 2021-57 Number of Pages: 4 Amount: 200.00 OrderN: By: PM gq• OLLIPRIVATE AND/OR EASEMENTS SHOW ON THIS PLAT ARE THE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNERS AND DO NOT CONSTITUTE ACCEPTANCE OF 10' ELECTRIC EASEMENT SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. E I (INSTR. NO. 2020-155540, O.P.R.D.C.T.) o I VARIABLE WIDTH ACCESS EASEMENT DRAINAGE NOTE: a (INSTR. NO. 2021-11240, O.P.R.D.C.T) 'r *BLOCKING THE FLOW OF WATER OR CONSTRUCTION IMPROVEMENTS IN BM #20 SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE + 'X" CUT THE TOP OF CURB LOCATED AT FLOODWAY IS PROHIBITED. THE WEST MOST CURB RETURN AT THE 7.83' ON THE SOUTH SIDE OF -DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL m ROOSEEC C n ROOSEVEL ARCH DRIVE AND THE WEST SIDE INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR OF BIG SK BOULEVARD. FLOODING CONDITIONS. ' ELEVATION - 8a024 a1 ( ) GRID N: 7 38437.24 PD -THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR GRID E: 2 16299.95 N n ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE $ 6 TRACT 1 MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS U LGI HOMES - TEXAS, LLC. THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES I(PD) (INSTR. NO. 2019-159921, ALONG OR ACROSS THE LOTS. a a O.P.R.D.C.T.) OC PRIVATE STREETS NOTE: j < •"DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS .o AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY, FROM ALL U, CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM m PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS L164 PARAGRAPH." UNPLATTED in (REMAINDER OF 280.000 ACRES) GAS WELL NOTE: LGI HOMES - TEXAS, LLC. NO. 2018-141332, O.P.R.D.C.T.) • EXISTING GAS WELLS AND FUTURE WELL DRILLING ACTIVITIES ARE ALLOWED ((INSTR. WITHIN THE OPERATIONS AREAS BY RIGHT. p8 A Ig O 8 N g g + III DATE OF PREPARATION: FEBRUARY 3, 2021 o c W m o FINAL PLAT OF o O BIG SKY ESTATES, 0 PHASE 1 OWNER/DEVELOPER: LGI HOMES -TEXAS, LLC BLOCK A - BLOCK N 1450 LAKE ROBBINS DRIVE, SUITE 430 THE WOODLANDS, TEXAS 77380 LOTS 1-27, BLOCK A; COMMON AREA / HOA LOTS 28-30, TEL: (281) 210-5484 BLOCK A; LOTS 1-28, BLOCK B; LOTS 1-20, BLOCK C; LIFT FAX: (281) 210-2601 STATION LOT 21, BLOCK C; COMMON AREA / HOA LOT 22, CONTACT: ELAINE TORRES, OFFICER BLOCK C; LOTS 1-12, BLOCK D; LOTS 1-13, BLOCK E; COMMON AREA / HOA LOT 14, BLOCK E; LOTS 1-28, BLOCK F; LOTS 1-28, BLOCKS G; LOTS 1-27, BLOCK H; COMMON AREA / HOA LOT 28, SURVEYOR: BLOCK H; LOTS 1-33, BLOCK I; COMMON AREA / HOA LOT 34, PAPE-DAWSON ENGINEERS, INC. BLOCK I; LOTS 1-15, BLOCK J; COMMON AREA ! HOA LOT 16 5810 TENNYSON PARKWAY, SUITE 425 AND LOT 17, BLOCK J; LOTS 1-14, BLOCK K; COMMON AREA / PLANO, TEXAS 75024 HOA LOTS 15-17, BLOCK K; LOTS 1-21, BLOCK L; COMMON TEL: (214) 420-8494 AREA / HOA LOTS 22-24, BLOCK L; LOTS 1-16, BLOCK M; TBPLS FIRM NO. 10194390 COMMON AREA / HOA LOT 17-18, BLOCK M; LOTS 9-15, BLOCK CONTACT: LANCE STEWART, P.E. N; COMMON AREA / HOA LOT 16, BLOCK N PAPE-DAWSON rmd ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 BEING A 69.767 ACRES SITUATED IN THE RICHARD R. JOWELL SURVEY, ABSTRACT NUMBER 660, IN DENTON COUNTY, TEXAS. 289 RESIDENTIAL LOTS 18 COMMON AREA / HOA LOTS 1 LIFT STATION LOT SHEET 2 OF 4 LINE TABLE LINE # BEARING LENGTH Li N27'57'44"E 104.59' L2 N45'00'00"W 31.37' L3 S18'51'20"W 102. 56' L4 N71'08'40"W 92.75' L5 N69'42'07"W 107.29' L6 N18'51'20"E 102.30' L7 N71'08'40"W 16.00' LB S18'51'20'W 102,00' L9 N71'08'40"W 121.85' LIO N55'22'47"W 116,58' Lil S3437'13"W 12.12' L12 579-26'14"W 50.75' L13 S11'08'21"E 57.69' L14 S79'26'14"W 102-91' L15 N11'08'21"W 101,70' Lib N79'26'14"E 127,46' L17 N55'22'47"W 110, 00' L18 N3437'13"E 162.81' 119 N67'5852"E 45.17' L20 N58'23'32"E 30.08' LINE TABLE LINE # BEARING LENGTH L81 N90'0000"E 75.00' L82 N45'00'00"E 35.36' L83 N41'59*21"W 33.45' L84 N90'00'00"W 80.88' L85 S45'00'00"W 21.21' L86 N45-00'00"W 21.21' L87 N45'00'00"E 21.21' L88 S45'00'00"E 21 21' L89 SO'00'00"E 170. 00' L90 545'00'00"W 21.21' L91 S45'00'00"E 21,21' L92 SO'00'00"E 75.38' L93 57'2634"W 74.48' L94 S50'40'08"W 21.86' L95 N45'00'00"W 21 21' L96 NO'00'00"E 170.00' L97 N45'00'00"E 21.21' L98 N35'47'00"W 21.86' L99 N7'26'34"E 74.48' u NO'00'00"E 75,38' LINE TABLE LINE # BEARING LENGTH L161 So'00'00'E 201.10' L162 SO'00'00"E 250-00' L163 N90'00'00"W 30.00' L764 N90'00'00"E 30.00' L165 SO'00'00"E 174,84' Lt 66 N44'27'48'E 163,53' L167 N4427'48"E 39.37' L168 N45'32'12"W 45.35' L169 N36-52'12"W 111.14' L170 N77'57'42"E 169.98' L171 N34'37'13"E 44.16' L172 N3437'1 YE 12T00' L173 N55'22'47"W 141.88' L174 N71'08'40"W 308,75' L775 S45'00'00"E 93.48' L176 SO'00'00"E 250-00' L177 SO'00'00"E 250.00' L178 SO'00'00"E 115.38' L179 N7'26'34E 113.88' L180 N31'23'56"W 80Al' LINE TABLE LINE # BEARING LENGTH L241 S72'06'36"E 60.36' L242 N72'D6'36"W 66.72' L243 N27'20'40'W 10-16' L244 SO'00'00"E 50.00' L245 NO'00'00"E 50.00, L246 NO'00'00"E 54.55' L247 SO-0000"E 50.00' L248 S6'13'46"W 85.04' L249 N6'13'46"E 60.18' L250 S21'40'43"W 51.35' L251 N21'40'43"E 50.91' N6'13'46'E 10.03' ML252 L253 50'49'16"W 31.38' LINE TABLE LINE # BEARING LENGTH L21 N41'40'51"E 40A9' L22 N27'2214"E 45.69' L23 N10'53'34"E 47,46' L24 N9'18'24"E 117.00' L25 N20'44'44"E 70.00' L26 N88'00'41"E 36.24' L27 S4532'12"E 5.35' L28 SO'32'18"E 21,21' L29 S36'52'12"E 111.14' L30 S72'05'01"W 179.97' L31 S42'40'33"E 19.64' L32 N85'2025"W 92.67' L33 N85'20'25"W 115.59' L34 N4719'27"E 20.26' L35 N80'07'18"W 10. 09' L36 NSO'07'18'W 70.92' L37 SO'34'52"W 208.75" L38 NO'37'33"E 208.42' L39 N71'0840"W 42.75' L40 N69'42'07`W 7.25' LINE TABLE LINE # BEARING I LENGTH L101 N45'00'00'E 21 21 L102 N90'00'00"E 101.18' L103 510'22'47"E 21.21' L104 S3437'13"W 4.16' L105 N73'31'54"W 2125' L106 N31'23'56"W 41.07' L707 S10'44'03"W 2T25' u08 S31'23'56'E 41.07' L109 N72'29'15"E 22.12' L110 N45'11'55"E 21.29' L111 N40'09'38'W 3427' L112 S52'16'24"W 34.09' L113 S13'35'25"E 21,73' L114 S7500'00"W 2121' L115 N60"00'00"W 82.30' L116 S49'54'24"W 55.39' L117 N83'18'08"W 20.54' L118 NO'00'00"E 94.54' L119 N45'00'00"E 21.21' L120 515'00'00"E 21 21' LINE TABLE LINE # BEARING LENGTH L181 S30"00'00"W 28C93' L182 S30"0000"W 107.45' L183 SO'00'00"E 29.55' L184 N6'13'46"E 124.56' Li 85 N90'00'00"E 112,97' L186 NO'00'00"E 134.54' Li 87 S49'54'24'W 96.00' U88 N90'00'00"E 359.11' L189 580'06'12"E 41.10' L190 N9'53'48"E 65.03' L191 N40'34'51"E 18.41' L792 S84'43'34"E 266. 21' L793 SO'03'12"E 47.34' L194 N60'00'00"E 1136' L795 N90'00'00"E 34.66' L196 SD'00'00"E 16 00' L797 N90'00'00"W 30.37' LI 98 S60'00'00"W 18.29' L199 S003'12"E 5160' L200 S6'44'02"W 84.06' LINE TABLE LINE # BEARING LENGTH L41 N71'08'40"W 21,85' L42 S7'00'55"E 28411' L43 50'37'48"W 20.22' L44 N89'2212'W 3D.DD' L45 NO'37'48'E 19.78' L46 N7'00'55"W 283.68' L47 N27'57'44'E 30. 38' L48 S71'08'40"E 27.43' L49 S4537'48"W 21.21' L50 59'53'48"W 11.45' L51 S45'00'00"W 21.21' L52 N45'00'00"W 35. 36' L53 S4537'48"W 21.21' L54 S44'22'12"E 21.21' L55 N54'53'48"E 21.21' L56 N9'53 48'E 16.45' L57 NO'00'00'E 163.72' L58 N45'00'00"W 21.21' L59 S67'21'53'W 3146' L60 SO'54'55"W 36.2C LINE TABLE LINE # BEARING LENGTH L121 S30'00'00"W 67.45' L122 N3'06'56"E 20.54' L723 N49'54'24''E 55.39' L124 S50'00'00"E 82.30' L725 S45'00'00"E 21.21' L726 N90'00'00"E 83. 71' L127 N45'13'40"E 35.24' L128 S52'37'09"W 34.27' L129 S6'13'46"W 69.10' L130 544"46'50"E 21A 3' L131 N90'00'00"E 72.97' L732 SO'00'00"E 94.54' L133 N90'00'00"E 10.00' L134 N80'06'12"W 7.14' L135 N55'22'47"W 11.88' L136 S7059'43"E 50.00' L137 N71'08'40'W 14.64' L138 N60'00'00"W 14.71' L139 N45'0000"W 1526' L140 S71'44'00"E 78.56' LINE TABLE LINE # BEARING LENGTH L201 S68'15'58"E 28.44' L202 S53'15'58"E 26.83' L203 N53'15'58"W 32.36' L204 N6815'58"W 21.66' L205 5835'54"W 65.727 L206 NB8'47'07"W 155,72' L207 S81'29'31"W 36.29' L208 Sit'35'49"W 35.02' L209 N80'06'12"W 113,38' L210 N9'53'48"E 235. 51' L211 N80'06'12"W 40.50' L212 N84'24'02"W 102,64' L213 N84'24'02"W 30.14' L214 SO'00'00"E 123. 08' L215 N90'00'00"W 305. 00' L216 NO'00'00-E 157,71' L217 N90'00'00"W 30.00' L218 50'00'00"E 157.71' L219 N55'22'47"W 50.00' L220 S82'29'10"W 95.39' LINE TABLE LINE # BEARING LENGTH L61 S44'27'48"W 68.95' L62 S89'27'48"W 21.21' L63 N45'32'12"W 5.35' L64 N36'52'12"W 111,14' L65 N33'39'35"W 34.07' L66 N77'57'42"E 169,98' L67 S79'37'13"W 21-21' L68 N90'0000"W 101.18' L69 N4500'00"W 21.21' L70 NO'00'00"E 16&00, L71 N45'00'00'W 21.21' L72 N45'00'00'E 21.21' L73 N90'00'00"E 244.97' L74 N67'21'53"E 33-46' L75 S45'00'00"E 21.21' L76 S45'00'00"W 21.21' L77 N45'00100"W 21.21. L78 NO'00'00"E 170.00' L79 N45'00'00"E 21 .27' LBO 545'00'00"E 21.27' LINE TABLE LINE # BEARING LENGTH U41 S71'44'00"E 28. 05' L142 S83'39'10"E 22.22' L743 S83'39'10"E 76.66' LI 44 S83'3910'E 4.43' L145 N31'23'56"W 59.80, L146 526'53'09"W 50.86, L747 N16'22'09"E 66, 89, L148 N6'13'46"E 52. 30' L]49 N6'13'46"E 69.10' LI50 S34'37'13"W 8.35' L151 SO'54'55"W 14.66' L152 SO'54'55"W 21.58' L153 S72'05'01"W 10.01' L154 N9'53'48"E 56.45' L155 SO'00'00"E 203.72' L156 N67'21'53"E 33.46' L157 N90'00'00"E 284.97' L158 53'41'01"W 115.46' L159 SO'00'00"E 105.BT L160 N90'00'00"E 30.00' LINE TABLE LINE # BEARING LENGTH L221 S79'25'16"W 58.25' L222 N79'25'16"E 58.83' L223 N82'29'10"E 78.13' L224 SO'00'00"E 30.39' L225 NO"49'16"E 82.05' L226 S89"57'07"W 190.5C' L227 NO'02'53"W 30.00' L228 N89'57'07"E 12, 40' L229 SO'49'16"W 141.66' L230 S89'43'06"E 3.37' L231 N89'43'06"W 3.19' L232 S7'41'08"E 45.35' L233 S7'41'08"E 53.36' L234 N30'00'00"E iT71' L235 S8035'23"W 70.00' L236 N80'35'23"E 70.06' 30.58' N90'00'00"W 19.83' L2358035'23"W N90'00'00"E 18.56' N80-35'23"E 31.60' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 175.00' 163425" N5317'12"W 50.44' 50.62' C2 327.00' 15'45'52" N63'15'43"W 89.69' 89.97' C3 62000 39'49'22" S89'07'52"E 422,30' 430,92' C4 740. 00' 59'38'02" S79'13'31"E 735.90' 77020' C5 175.00' 0*39'17" N44'08'09"E 2.00' 2.00' C6 225,00' 0'29'42' S44'0322"W 1.94' 1.94' C7 425.00' 8'40'00" S41'12'12'E 64.23' 64.29' CS 750.00' 18'57'12" S27'23'35"E 246, 97' 248,10' C9 740.00' 22'08'55" S4'24'59"E 284.28' 286.06' CIO 570.00' 679'28" S3'19'44"W 66.20' 1 66.23' C11 510,00' 4'47'42" S2'23'51"E 42-67' 42.68' C12 490.00' 4'47'42" S2'23'51"E 41.00' 41.01' C13 490.00' 137'33" NO'48'47"E 13.90' 13.90' C14 975.00' 9'16'00" N84'44'12"W 157.52' 157.69' C15 50.00' 163'44'23" S54'53'48"W 98.99' 142. 89' C16 525. 00' 9'53'48" S4'56'54"W 90.57' 90.68' C77 51000' 12'26'45" N6'13'23"E 110.57 110.78' C18 490.00' 12*26'45" N6'13'23"E 1116.23 106. 44' C19 740.00' 26'10'27" 528'34'4 0"E 335.12' 338.05' C20 37500' 1 5'40'00" 1 N4112'12"W 56.67' 56.72' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD 225.00' 16'16'50" SB'08'25"E 63.72' ]LENGTHC61 C62 680,00' 78'33'32" N4017'24'W 861.02' C63 525.00' 5'05'21" N3'41'O5"E 45.62' C64 175.00' 60'00'00" N60'00'00"E 175.00' , C65 475,00' 3'05'15' S57'28'25"E 25.59' 25-60' C66 225,00' 37'37'06" S50'12'29"E 145.09' 147,73' C67 325.00' 42'15'31" S30'24'56"W 234.31' 239,70' C68 680.00' 24'18*09" S83'06'32"W 286,27' 288. 43' C69 6BO.00' 21'04'14" S81'29'35W 248.66' 250.07' C70 1000.00' 9'16'00" N84'44'12"W 161.56' 161.73' C71 35.50' 90'00'00" N54'53'48"E 50.20' 55.76' C72 500,00' 9'53'48" N4'56'54"E 86.26' 86.37' C73 1 200.00' 1 23'15'55" N78'59'51"E 80.65' 81.21' C74 2D0. 00' 22'38'07' S78'40573'W 78.50' 79. 01' C75 500,00' 3'41'01" N1'50'30"E 32.14' 32.14' C76 750,00' 3'41'01" S1'50'30"W 4821' 4822' C77 600.00' 639'28" S319'44"W 69.68' 69.72' C78 71000' 3'35'14" N4'51'21"E 44,65' 44.66' C79 710.00 48'35'26" N21'14'29'W 584.24' 602.13' C80 200.00' 0'39'17" N44-01711.1 2.29' 2.29' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C21 700.00' 18'57'12" N27'23'35"W 230.51' 231,56' C22 680.00' 7'23'00" N72'54'52"W 87.57' 8T63' C23 275.00' 68'4031" N43'37'26"E 310,24' 329.62' C24 225-00' 43'20'29" N56"1727"E 166.17' 170.20' C25 225.00' 15'45'52" N63'15'43W 61.71' 61.91' C26 175.00' 26'08'40" N58'04'20"W 79.16' 79.85' C27 1 225, 00' 45'00'00" N67'30'00"W 172.21' 176.71' C28 50.00' 163'4423" 1 S45'00'00"E 98.99' 142,89' C29 225,00' 22'38'07" N78'40'57"E 88.31' 88.89' C30 175.00' 2315'55" N78'59'51"E 70.57' 71.06' C31 1025.00' 9'16'00" S84'44'12"E 165.60' 1 165. 78' C32 475.00' 9'53'48" N4'56'54"E 81.95' 82.05' C33 175.00' 2238'07" S78'40'57'W 68.69' 69.14' C34 225.00' 23'15'55" S78"59'51"W 90.74' 91.36' C35 630,00' 5'50'47" N2'55'24`E 64.26' 64.29' C36 175,00' 7'26'34" 53'43'17"W 22.72' 22,73' C37 525'00' 3'04'35' N88'27'43"W 28.18' 28.19' C38 22500' 7'26'36" N3'43'17"E 29.21 29.23' C39 175.00' 45'00'00" S67'30'00"E 133A4' 137.44' C40 225.00' 1 26'08'40" 558'04'20'E 101.78' 102,67' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD 400,00' 8'40'00" N4112'12"W 60.45' C82 725.00' 18'57'12" N27'23'35"W 238.74' gLENGTHC81 C83 71000, 38'14'02" N64'39'13"W 465.05' C84 710.00' 25'16'18" S8335'37"W 31063'C85 650,00' 28'22'22" N85'08'39"E 318, 60' C86 650.00' 11'27'00- S7456'40"E 129.68' 129.89' C87 300.00' 49'18'54" N33'56'37"E 250. 32' 258, 21' C85 300.00' 19'21'38" N6816'53"E 100.99' 101.37' C89 2C0.00' 43'20'29" S56'17'27"W 147-71' 151.29' C90 200.00' 15'45'52" S63'15'43"E 54.86' 55.03' C91 200.00' 26-08'40' N58'04'20"W 90,47' 91.26' C92 200.00' 45*00'00" S67'30'00"E 153.07' 157.08' C93 35.50' 90'00'00" 545"00'00"E 50.20' C94 200.00' 7'26'34" S3'43'17"W 25.96' C95 250,00' 37'37'06" S5012'29"E 161.21' C96 450.00' 7'51'17" N65'05'24'W 61.64' C97 450.00' 6'42'15" N57'48'38"W 52.62' J24521 C98 500.00' 28'05'56" 568'30'28"E 242.76' C99 500.00' 7'26'34' S86'16'43"E 64.90' 200.00' 16'i6'50" N8'08'25"W 56.64' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C41 175.00' 15'45'52" S63'15'43"E 48.00' 48.15' C42 175.00' 43'20'29" S56'17'27"W 12925' 132.38' C43 325,00' 12'18'15" S71'48'35"W 69.66' 69.79' C44 275.00' 37'37'06" N5012'29"W 177.33' 180.56' C45 425 00' 1433'32" N61'44'16"W 107. 70' 107.99' C46 525,00' 23'43'56" N66'1929"W 215.91' 217. 46' C47 475,00' 1'49*03" S55'22'02"E 15.07' 15.07' 048 475,00' 35'32'30" S72'13'45"E 289.95' 294.65' C49 175,00' 16'16'50" N8'08'25"W 49.56' 49,73' C50 520.00' 1 19'24'15" N25'58'58"W 175,27' 176.11' C51 225.00' 40'05'36" S69'57'12"W 154,25' 157,45' C52 225,00' 30'00'00" N75'00'00"W 116.47' 117.81' C53 175. 00' 30'00'00" 575'00'00"E 90.59' 91.63' C54 175, 00' 40'05'36" N69'57'12"E 119.97' 122,46' C55 520. 00' 15*17'52" N52'09'03"W 138.45 138.84' C56 175. 00' 30'12'01' N74'54'00'W 91.18' 92.24' C57 125. 00' 60'00'01" S60'00'00"W 125.00' 130,90, C58 475.00' 4'58'09" S3"4441"W 41.18' 41.19' C59 225.00' 30'12'01" S74'54'00"E 11T23' 118.60' C60 570,00' 43'31'09" 538'02'25"E 1 422.61' 432,95' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C101 545.00' 23'48'46" N28'i i'13"W 224.88' 226.51' C702 200.00' 40'0536" N69'57'12'E 137,11' 139.95' C103 2D0.00' 30'00'00" S75'00'00"E 1C153' 104,71" C104 150. 00' 60'00'00" S60'00'00"W 15D.00' 157.08' C105 200,00' 30'12'01" N74"54'00"W 104. 20' 105.42' C106 545.00' 19'42'23" N49'56'48"W 185,53" 187.45' C107 500,00' 613'46" S3'06'53"W 54.33' 54.36' C708 640.00' 6'39'08" S319'34"W 74.26' 74.31' C109 750.00' 26'58'00" N29'00'23'W 349.74' 352. 99' C110 670.00' 80'09'49" N40'16'04"W 862.80' 937. 41' C111 670.00' 20'33'47" S61'14'21"W 239.17' 240,46' Cl 12 690.00' 25'11'10" N8333'03'E 300.87' 303,31' Cl 13 690.00 816'03" S73'21'25"E 99.48' 99.56' C114 195.00' 37'37'06" S50'12'29"E 125.74' 128.03' C115 51D&OO' 5.0831" N66'26'47"W 45.31' 45.32' C116 40.00' 9117'49' N44'37'59"E 57.21' 63.74' C117 10.00' 91'17'49" 544'37159"W 14.30' 15.93' C718 505,00' 5'40'34" N61'02'14"W 50 01' 50.03' C119 475.00' 7'51'08" S62'00'13"E 65.05' 65. 10' C120 525,00' 1'0825" SO34'13"W 10. 45' 10.45' SHEET 2 OF 4 LTTTTTT SHEET 1 OF 4 I Filed for Record in the Official Records Of: Denton County On: 2/10/2021 9:19:59 AM In the PLAT Records BIG SKY ESTATES PHASE 1 Doc Number: 2021-57 Number of Pages: 4 Amount: 200.00 Order#: By: PM OWNER/DEVELOPER: LGI HOMES -TEXAS, LLC 1450 LAKE ROBBINS DRIVE, SUITE 430 THE WOODLANDS, TEXAS 77380 TEL: (281) 210-5484 FAX: (281) 210-2601 CONTACT: ELAINE TORRES, OFFICER SURVEYOR: PAPE-DAWSON ENGINEERS, INC. 5810 TENNYSON PARKWAY, SUITE 425 PLANO, TEXAS 75024 TEL: (214) 420-8494 TBPLS FIRM NO. 10194390 CONTACT: LANCE STEWART, P.E. rmiPAPS-DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 DATE OF PREPARATION: FEBRUARY 3, 2021 FINAL PLAT OF BIG SKY ESTATES, PHASE 1 BLOCK A - BLOCK N LOTS 1-27, BLOCK A; COMMON AREA / HOA LOTS 28-30, BLOCK A; LOTS 1-28, BLOCK B; LOTS 1-20, BLOCK C; LIFT STATION LOT 21, BLOCK C; COMMON AREA / HOA LOT 22, BLOCK C; LOTS 1-12, BLOCK D; LOTS 1-13, BLOCK E; COMMON AREA / HOA LOT 14, BLOCK E; LOTS 1-28, BLOCK F; LOTS 1-28, BLOCKS G; LOTS 1-27, BLOCK H; COMMON AREA / HOA LOT 28, BLOCK H; LOTS 1-33, BLOCK I; COMMON AREA ! HOA LOT 34, BLOCK I; LOTS 1-15, BLOCK J; COMMON AREA / HOA LOT 16 AND LOT 17, BLOCK J; LOTS 1-14, BLOCK K; COMMON AREA / HOA LOTS 15-17, BLOCK K, LOTS 1-21, BLOCK L, COMMON AREA / HOA LOTS 22-24, BLOCK L; LOTS 1-16, BLOCK M; COMMON AREA / HOA LOT 17-18, BLOCK M; LOTS 9-15, BLOCK N; COMMON AREA / HOA LOT 16, BLOCK N BEING A 69.767 ACRES SITUATED IN THE RICHARD R. JOWELL SURVEY, ABSTRACT NUMBER 660, IN DENTON COUNTY, TEXAS. 289 RESIDENTIAL LOTS 18 COMMON AREA / HOA LOTS 1 LIFT STATION LOT INDEX MAP SCALE: 1"= 1000' SHEET 3 OF 4 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § SURVEYOR'S CERTIFICATE: KNOW ALL MEN BYTHESE PRESENTS: WHEREAS LGI HOMES - TEXAS, LLC IS THE OWNER OF A TRACT OF LAND, SITUATED IN THE RICHARD R. JOW ELL SURVEY, ABSTRACT NUMBER 660, DENTON NORTH DEGREES MINUTES 48 SECONDS EAST, A DISTANCE 148.32 FEET TO A 1 IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 89 DEGREES 57 MINUTES 07 SECONDS EAST, A DISTANCE OF 208.56 FEET TO A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT); THAT I, MARCOS A. MADRID, RPLS , DO HEREBY CERTIFY THAT I PREPARED THIS PLAT AND THE FIELD NOTES MADE A PART _ COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO LGI HOMES TEXAS, LLC, AS RECORDED IN RV OTHE H IN RADIUS "PAPE DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS 175.00 FEET, A CENTRAL ANGLE OF 00 DEGREES A D THEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS "SET" WERE INSTRUMENT NUMBER 2018-141332 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS (O.P.R.D.C.T.), AND BEING MORE PARTICULARLY 39 MINUTES 17 SECONDS, SUBTENDED BY A 2.00-FOOT CHORD WHICH BEARS NORTH 44 DEGREES 08 MINUTES 09 SECONDS EAST; PROPERLY PLACED UNDER MY PERSONAL SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF DENTON COUNTY, TEXAS. DESCRIBED AS FOLLOWS: SOUTH 00 DEGREES 34 MINUTES 52 SECONDS WEST, A DISTANCE OF 208.75 FEET TO A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT); BEGINNING AT A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT) AT THE SOUTH MOST SOUTHWEST CORNER OF SAID LGI HOMES -TEXAS, LLC. FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 200 E / NORTH 89 DEGREES 57 MINUTES 30 SECONDS WEST, A DISTANCE OF 208.72 FEE( TO THE POINT OF BEGINNING, AND CONTAINING 0.999 ACRES OF FOR PAPE DAWSON ENGINEERS, INC.: O F '(�• •".... ,; TRACT AND BEING THE SOUTHEAST CORNER OF LOT 2, BLOCK A OF WAGGONER ADDITION, AN ADDITION TO THE COUNTY OF DENTON, TEXAS AS DAWSON", 43,560 SQUARE FEET OF LAND MORE OR LESS, AND BEING DESCRIBED IN ACCORDANCE WITH A SURVEY MADE ON GROUND AND ACCOMPANIED p•: G1STEq':;i-•9 h:QE Fp ., RECORDED IN INSTRUMENT NUMBER 2018-239 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS (P.R.D.C.T.), ALSO BEING A POINT ON THE NORTHERLY BY AN EXHIBIT OR SURVEY MAP PREPARED UNDER JOB NUMBER 70008-07 BY PAPE DAWSON ENGINEERS, INC. co. '• * RIGHT OF WAY LINE OF U.S. HIGHWAY 380 (A VARIABLE WIDTH RIGHT-OF-WAY), DESCRIBED TO THE STATE OF TEXAS, AS RECORDED IN VOLUME 256, PAGE SOUTH 46 DEGREES 11 MINUTES 29 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED ................................. MARCOS A. MADRID MADRID 587 (O.P.R.D.C.T.); 'PAPE DAWSON" AND BEING THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS 225.00 FEET, A CENTRAL ANGLE OF 00 REGISTERED PROFESSIONAL LAND SURVEYOR MARCOS. A. ",.',0 DEGREES 29 MINUTES 42 SECONDS, SUBTENDED BY A 1 .94-FOOT CHORD WHICH BEARS SOUTH 44 DEGREES 03 MINUTES 22 SECONDS WEST; 6740 THENCE, NORTH 00 DEGREES 37 MINUTES 48 SECONDS EAST, ALONG A WESTERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT AND THE EASTERLY LINE OF STATE OF TEXAS TEXAS REGISTRATION NO. 6740 �9 •9OFESS1�a'0 SAID LOT 2, PASSING AT A DISTANCE OF 600.43 FEET A FOUND 1/2-INCH IRON ROD WITH YELLOW CAP (STAMP ILLEGIBLE -CONTROLLING MONUMENT) FOR ALONG SAID CURVE TO THE RIGHT, FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE AN ARC DISTANCE OF 1 FIRM REGISTRATION NO. 10194390 SUF`I�y THE NORTHEAST CORNER OF SAID LOT 2, SAME BEING THE SOUTHEAST CORNER OF A TRACT OF LAND DESCRIBED AS TRACT 1 IN WARRANTY DEED TO LYNN , . COUNTY OF DENTON PAPE DAWSON ENGINEERS, INC. S. SCHUTTE, SHANE M. RAGSDALE AND MARILEE RAGSDALE, RECORDED IN INSTRUMENT NUMBER 2018-570081N THE OFFICIAL PUBLIC RECORDS OF DENTON DAWSON"; 5810TENNYSON PARKWAY, SUITE 425 COUNTY, TEXAS (O.P.R.D.C.T.), IN ALL, A TOTAL DISTANCE OF 1356.03 FEET TO A 1/2-INCH IRON ROD FOUND AT A RE-ENTRANT CORNER OF SAID LGI NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: PLANO, TEXAS 75024 HOMES -TEXAS, LLC. TRACT AND THE NORTHEAST CORNER OF SAID TRACT 1; SOUTH 00 DEGREES 32 MINUTES 18 SECONDS EAST, A DISTANCE OF 21.21 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED TEL: 214-420-8494 "PAPE DAWSON" THAT, LGI HOMES -TEXAS, LLC ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED AGENT, DOES HEREBY ADOPT THIS PLAT, DESIGNATING EMAIL: MMADRIDIa?PAPE-)PAPE THENCE, DEPARTING A WESTERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT AND THE EASTERLY LINE OF SAID TRACT 1, OVER AND ACROSS SAID LGI THE PROPERTY AS BIG SKY ESTATES, PHASE 1 , AN ADDITION TO THE COUNTY OF DENTON, TEXAS AND DOES HEREBY DEDICATE, IN FEE HOMES -TEXAS, LLC. TRACT, THE FOLLOWING COURSES AND DISTANCES; SOUTH 45 DEGREES 32 MINUTES 12 SECONDS EAST, A DISTANCE OF 5.35 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED SIMPLE, AND TO THE PUBLIC USE FOREVER, THE STREETS AND EASEMENTS SHOWN THEREON. THE STREETS ARE DEDICATED FOR STREET PURPOSES. THE CERTIFICATION DATE: FEBRUARY 3, 2021 "PAPE DAWSON", AND BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS 425.00 FEET, A CENTRAL ANGLE OF 08 EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED, FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. NO NORTH 27 DEGREES 57 MINUTES 44 SECONDS EAST, A DISTANCE OF 104.59 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DEGREES 40 MINUTES 00 SECONDS, SUBTENDED BY A 64.23-FOOT CHORD WHICH BEARS SOUTH 41 DEGREES 12 MINUTES 12 SECONDS EAST; BUILDING, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE "PAPE DAWSON" EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS, WITHOUT COUNTY OF DENTON APPROVAL. IN ADDTION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO STATE OF TEXAS ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 64.29 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE USE OR USING THE SAME UNLESS THE EASEMENTS LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE NORTH 45 DEGREES 00 MINUTES 00 SECONDS WEST, 31.37 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" DAWSON"; PUBLIC'S AND COUNTY OF DENTON USE THEREOF. THE COUNTY DENTON AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT REMOVE AND KEEP COUNTY OF fAE14i6N AND BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1 75.00 FEET, A CENTRAL ANGLE OF 1 6 DEGREES 34 MINUTES 25 F ABS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAY ENDANGER REMOVED ALL PARTS ANY BUILDINGS, FENCES, TREES, SHRUBS, SECONDS, SUBTENDED BY A 50.44-FOOT CHORD WHICH BEARS NORTH 53 DEGREES 17 MINUTES 12 SECONDS WEST; SOUTH 36 DEGREES 52 MINUTES 12 SECONDS EAST, A DISTANCE OF 111.14 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED T INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING "PAPE DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS 750.00 FEET, A CENTRAL ANGLE OF 18 DEGREES ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 50.62 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE 57 MINUTES 12 SECONDS, SUBTENDED BY A 246.97-FOOT CHORD WHICH BEARS SOUTH 27 DEGREES 23 MINUTES 35 SECONDS EAST; MARCOS A. MADRID, RPLS,. REGISTERED PROFESSIONAL LAND SURVEYOR, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS DAWSON"; THE PRIVATE GAS LINE EASEMENTS SHOWN HEREON ARE DEDICATED TO LIME ROCK RESOURCES IV -A, LP, ITS SUCCESSORS AND ASSIGNS. IN THE EVENT SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 248.10 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE THAT LIME ROCK RESOURCES IV -A, LP. ITS SUCCESSORS AND ASSIGNS ARE LATER REQUIRED TO REMOVE ALL OR ANY PART OF THE PUBLIC CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED. SOUTH 18 DEGREES 51 MINUTES 20 SECONDS WEST, A DISTANCE OF 102.56 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DAWSON"' IMPROVEMENTS TO REPAIR, REPLACE OR MAINTAIN PIPELINES LOCATED IN THE PRIVATE GAS LINE EASEMENT, REMOVAL OF ANY PAVING OVER THE "PAPE DAWSON"; PRIVATE GAS EASEMENT SHALL BE AT THE EXPENSE OF THE OPERATOR AND REPAIR OR REPLACEMENT OF THE PAVING SO REMOVED, AND REMOVAL, REPAIR OR REPLACEMENT OF ANY OTHER IMPROVEMENT REQUIRED TO BE REMOVED SHALL BE AT THE EXPENSE OF LIME ROCK RESOURCES IV -A, LP. ITS GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE U n 1 t� DAY OF �dO ('t, (r6 2021. SOUTH 72 DEGREES 05 MINUTES 01 SECOND WEST, A DISTANCE OF 179.97 FEET TO SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED SUCCESSORS AND ASSIGNS. LGI HOMES - TEXAS LLC ITS SUCCESSORS AND ASSIGNS SHALL NOT CONSTRUCT ANY BUILDINGS, LAKES PONDS OR , , NORTH 71 DEGREES OS MINUTES 40 SECONDS WEST, A DISTANCE OF 92.75 FEET TO A SEI 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AND BEING THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS 740.00 FEET, A CENTRAL ANGLE OF 22 STRUCTURES OF ANY NATURE WITHIN ANY PRIVATE GAS EASEMENTS. 'PAPE DAWSON'; DEGREES 08 MINUTES 55 SECONDS, SUBTENDED BY A 284.28-FOOT CHORD WHICH BEARS SOUTH 04 DEGREES 24 MINUTES 59 SECONDS EAST; THIS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, AND REGULATIONS OF DENTON COUNTY, TEXAS. �- NORTH 69 DEGREES 42 MINUTES 07 SECONDS WEST, A DISTANCE OF 107.29 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 286.06 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS "PAPE DAWSON" DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS 570.00 FEET, A CENTRAL ANGLE OF 06 DEGREES 39 WITNESS OUR HAND AT , TEXAS, THIS THE , 2021. MINUTES 28 SECONDS, SUBTENDED BY A 66.20-FOOT CHORD WHICH BEARS SOUTH 03 DEGREES 19 MINUTES 44 SECONDS WEST; }-'1 - Lp LL `"wv �cr''lTHERESA DONIA BY; MY COMMISSION EXPIRES ON: �,,t, ... oy'' NORTH 18 DEGREES 51 MINUTES 20 SECONDS EAST, A DISTANCE OF 102.30 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" "PAPE S%" Notary Public, State of Texas ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 66.23 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED Comm. Expires 03-07-2022 DAWSON"; LGI HOMES -TEXAS, LLC ..„„o. Notary ID 124914904 NORTH 71 DEGREES 08 MINUTES 40 SECONDS WEST, A DISTANCE OF 16.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 1450 LAKE ROBBINS DRIVE "PAPE DAWSON" SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 1023.01 FEET TO A SET 1 /24NCH IRON ROD WIT H YELLOW PLASTIC CAP STAMPED THE WOODLANDS, TEXAS 77380 "PAPE DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS 510.00 FEET, A CENTRAL ANGLE OF 04 DEGREES (281) 362-8998 SOUTH 18 DEGREES 51 MINUTES 20 SECONDS WEST, A DISTANCE OF 102.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 47 MINUTES 42 SECONDS, SUBTENDED BY 42.67-FOOT CHORD WHICH BEARS SOUTH 02 DEGREES 23 MINUTES 51 SECONDS EAST; "PAPE DAWSON" ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 42.68 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE NORTH 71 DEGREES 08 MINUTES 40 SECONDS WEST, 121.85 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS 490.00 FEET, A CENTRAL ANGLE OF 04 DEGREES 47 ELAINETORRES (NAME) AND BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 327.00 FEET, A CENTRAL ANGLE OF 15 DEGREES 45 MINUTES MINUTES 42 SECONDS, SUBTENDED BY 41.00-FOOT CHORD WHICH BEARS SOUTH 02 DEGREES 23 MINUTES 51 SECONDS EAST; OFFICER (TITLE) 52 SECONDS, SUBTENDED BY A 89.69-FOOT CHORD WHICH BEARS NORTH 63 DEGREES 15 MINUTES 43 SECONDS WEST; ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 41.01 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 89.97 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" STATE OF TEXAS DAWSON"; SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 583.7D FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 55 DEGREES 22 MINUTES 47 SECONDS WEST, A DISTANCE OF 116.B8 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON": COUNTY OF DENTON "PAPE DAWSON"; SOUTH 42 DEGREES 40 MINUTES 33 SECONDS EAST, A DISTANCE OF 19.64 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS ON THIS DAY PERSONALLY APPEARED, SOUTH 34 DEGREES 37 MINUTES 13 SECONDS WEST, A DISTANCE OF 12.12 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 380 (A VARIABLE WIDTH RIGHT-OF-WAY), AS DESCRIBED IN ELAINE TORRES KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND "PAPE DAWSON"; JUDGMENT OF COURT IN ABSENCE OF OBJECTION DOCUMENT (CAUSE NUMBER PR-2009-00417) TO THE STATE OF TEXAS, AND RECORDED IN ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY INSTRUMENT NUMBER 2009-127042 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS (O.P.R.D.C.T.), SAME BEING A POINT ON THE THEREIN STATED. SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT; __ j SOUTH 79 DEGREES 26 MINUTES 74 SECONDS WEST, A DISTANCE OF 50.75 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED TA "PAPE DAWSON"; GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE ,DAY OF , 2021. THENCE, NORTH 85 DEGREES 20 MINUTES 25 SECONDS WEST, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. HIGHWAY 380 (SAID STATE OF TEXAS TRACT), AND THE SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT, PASSING AT A DISTANCE OF 92.67 FEET, A FOUND 5/8-INCH IRON ROD WITH SOUTH 11 DEGREES 08 MINUTES 21 SECONDS EAST, A DISTANCE OF 57.69 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 2-INCH DIAMETER ALUMINUM TXDOT CAP (CONTROLLING MONUMENT) FOR THE NORTHWEST CORNER OF SAID STATE OF TEXAS TRACT, SAME POINT BEING "PAPE DAWSON": THE NORTHEAST CORNER OF A TRACT OF LAND TO THE STATE OF TEXAS, AS RECORDED IN INSTRUMENT NUMBER 2D08-45037 OF THE OFFICIAL PUBLIC NOTARY PUBLIC RECORDS OF DENTON, TEXAS (O.P.R.D.C.T.), IN ALL, A TOTAL DISTANCE OF 115.59 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED SOUTH 79 DEGREES 26 MINUTES 14 SECONDS WEST, A DISTANCE OF 102.91 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DAWSON"; "PAPE DAWSON"; M o' `'� Notary I289711PAPE v. MAR :2. �'r ' My CommExpiresTHENCE, DEPARTING THE SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT AND THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. HIGHWAY 380MY COMMISSION EXPIRES: c Ju1y23 NORTH 11 DEGREES 08 MINUTES 21 SECONDS WEST, A DISTANCE OF 101.70 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED (SAID STATE OF TEXAS 2008-45037 TRACT), OVER AND ACROSS SAID LGI HOMES -TEXAS, LLC. TRACT, THE FOLLOWING COURSES AND DISTANCES; "PAPE DAWSON" NORTH 47 DEGREES 19 MINUTES 27 SECONDS EAST, A DISTANCE OF 20.26 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 79 DEGREES 26 MINUTES 14 SECONDS EAST, A DISTANCE OF 127.46 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON"; "PAPE DAWSON"; NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 472.73 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 55 DEGREES 22 MINUTES 47 SECONDS WEST, A DISTANCE OF 110.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AN D BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 490.00 FEET, A CENTRAL ANGLE OF 01 "PAPE DAWSON'; DEGREE 37 MINUTES 33 SECONDS SUBTENDED BY 13.90-FOOT CHORD WHICH BEARS SOUTH 00 DEGREES 48 MINUTES 47 SECONDS WEST; NORTH 34 DEGREES 37 MINUTES 13 SECONDS EAST, A DISTANCE OF 162.81 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED ALONG SAID CURVE TO THE RIGHT, A DISTANCE OF 13.90 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON"; "PAPE DAWSON" NORTH 85 DEGREES 21 MINUTES 05 SECONDS WEST, A DISTANCE OF 243.54 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 39 DEGREES 53 MINUTES 40 SECONDS EAST, A DISTANCE OF 77.08 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" "PAPE DAWSON"; NORTH 80 DEGREES 06 MINUTES 12 SECONDS WEST, A DISTANCE OF 700.74 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 52 DEGREES 46 MINUTES 40 SECONDS EAST, A DISTANCE OF 74.38 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 'PAPE DAWSON''; "PAPE DAWSON" NORTH 89 DEGREES 22 MINUTES 12 SECONDS WEST, A DISTANCE OF 286.88 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 64 DEGREES 45 MINUTES 02 SECONDS EAST, A DISTANCE OF 74.02 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON"; "PAPE DAWSON"; SOUTH 00 DEGREES 37 MINUTES 48 SECONDS WEST, A DISTANCE OF 459.99 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED Filed for Record NORTH 78 DEGREES 07 MINUTES 55 SECONDS EAST, A DISTANCE OF 210.07 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 380 (A VARIABLE WIDTH RIGHT-OF-WAY), DESCRIBED TO THE RECORDS OF DENTON COUNTY, in the Official Records Of: Denton County "PAPE DAWSON"; STATE OF TEXAS, AS RECORDED IN VOLUME 256, PAGE 587 OF THE OFFICIAL PUBLIC TEXAS (O.P.R.D.C.T.), SAME BEING A POINT ON THE SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT; On: 2/10/2021 9:19:59 AM In the PLAT Records DATE OF PREPARATION: FEBRUARY 3, 2021 NORTH 67 DEGREES 58 MINUTES 52 SECONDS EAST, A DISTANCE OF 45.17 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BIG SKY ESTATES PHASE 1 "PAPE DAWSON"; THENCE, NORTH 80 DEGREES 07 MINUTES 18 SECONDS WEST, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. HIGHWAY 380 (SAID STATE OF TEXAS Doc Number: 2021-57 TRACT VOLUME 256, PAGE 587), AND THE SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT, PASSING AT A DISTANCE OF 10.09 FEET TO A FOUND "METROPLEX Number of Pages: 4 FINAL PLAT 1/2-INCH IRON ROD WITH YELLOW CAP STAMPED RPLS 5452" (CONTROLLING MONUMENT), IN ALL, A TOTAL DISTANCE OF 70.92 FEET TO THE NORTH 58 DEGREES 23 MINUTES 32 SECONDS EAST, A DISTANCE OF 30.08 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED POINT OF BEGINNING, AND CONTAINING 70.766 ACRES OF 3,082,547 SQUARE FEET OF LAND MORE OR LESS, AND BEING DESCRIBED IN ACCORDANCE Amount: 200.00 OF "PAPE DAWSON"; WITH A SURVEY MADE ON GROUND AND ACCOMPANIED BY AN EXHIBIT OR SURVEY MAP PREPARED UNDER JOB NUMBER 70008-07 BY PAPE DAWSON OrderN: ENGINEERS, INC. By: PM BIG SKY ESTATES NORTH 41 DEGREES 40 MINUTES 51 SECONDS EAST, A DISTANCE OF 40.49 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 7 "PAPE DAWSON"; SAVE AND EXCEPT DENTON COUNTY, TEXAS, PHASE 1 BEING A TRACT OF LAND, SITUATED IN THE RICHARD R. JOW ELL SURVEY, ABSTRACT NUMBER 660, AND BEING ALL OF A CALLED NORTH 27 DEGREES 22 MINUTES 14 SECONDS EAST, A DISTANCE OF 45.69 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 1.00 TRACT OF LAND DESCRIBED IN A DEED WITHOUT WARRANTY DEED TO LIME ROCK RESOURCES IV -A, LP, AS RECORDED IN INSTRUMENT NUMBER OWNER/DEVELOPER: "PAPE DAWSON"; 2019-8006 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS (O.P.R.D.C.T.), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LGI HOMES -TEXAS, LLC BLOCK A - BLOCK N 1450 LAKE ROBBINS DRIVE, SUITE 430 NORTH 10 DEGREES 53 MINUTES 34 SECONDS EAST, A DISTANCE OF 47.46 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE COMMENCING A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT) THE SOUTH MOST SOUTHWEST CORNER TRACT LAND THE WOODLANDS, TEXAS 77380 DAWSON"; BLIC RECORDS OF DESCRIBED TO LGI HOMES -TEXAS, LLC. IN SPECIAL WARRANTY DEED RECORDED IN INSTRUMENT NUMBER 2019-81X)b OF THE OFFICIALAL PUBLIC LOTS 1-27, BLOCK A; COMMON AREA / HOA LOTS 28-30, DENTON COUNTY, TEXAS (O.P.R.D.C.T.) AND BEING THE SOUTHEAST CORNER OF LOT 2, BLOCK A OF WAGGONER ADDITION, AN ADDITION TO THE TEL: (281) 210-5484 BLOCK A; LOTS 1-28, BLOCK B; LOTS 1-20, BLOCK C; LIFT NORTH 09 DEGREES 18 MINUTES 24 SECONDS EAST, A DISTANCE OF 117.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED COUNTY OF DENTON, TEXAS AS RECORDED IN INSTRUMENT NUMBER 2018-239 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS (P.R.D.C.T.), ALSO BEING FAX: (281) 210-2601 STATION LOT 21, BLOCK C; COMMON AREA / HOA LOT 22, "PAPE DAWSON"; A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 380 (A VARIABLE WIDTH RIGHT-OF-WAY), DESCRIBED TO THE STATE OF TEXAS, AS CONTACT: ELAINE TORRES, OFFICER BLOCK C; LOTS 1-12, BLOCK D; LOTS 1-13, BLOCK E; COMMON RECORDED IN VOLUME 256, PAGE 587 (O.P.R.D.C.T.):; AREA / HOA LOT 14, BLOCK E, LOTS 1-28, BLOCK F; LOTS 1-28, NORTH 20 DEGREES 44 MINUTES 44 SECONDS EAST, A DISTANCE OF 70.00 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BLOCKS G; LOTS 1-27, BLOCK H; COMMON AREA / HOA LOT 28, "PAPE DAWSON" AND BEING THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS 620.00 FEET, A CENTRAL ANGLE OF 39 THENCE, SOUTH 80 DEGREES 07 MINUTES 09 SECONDS EAST, ALONG THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 380 (A VARIABLE WIDTH SURVEYOR: BLOCK H; LOTS 1-33, BLOCK I; COMMON AREA / HOA LOT 34, DEGREES 49 MINUTES 22 SECONDS, SUBTENDED BY A 422.30-FOOT CHORD WHICH BEARS SOUTH 89 DEGREES 07 MINUTES 52SECONDS EAST; RIGHT-OF-WAY) AND THE SOUTHERLY LINE OF SAID LGI HOMES - TEXAS, LLC. TRACT, A DISTANCE OF 60.79 FEET TO A FOUND 1/2-INCH IRON ROD WITH "METROPLEX PAPE-DAWSON ENGINEERS, INC. BLOCK I; LOTS 1-15, BLOCK J; COMMON AREA / HOA LOT 16 YELLOW CAP STAMPED RPLS 5452" (CONTROLLING MONUMENT); 5810 TENNYSON PARKWAY, SUITE 425 AND LOT 17, BLOCK J; LOTS 1-14, BLOCK K; COMMON AREA / ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 430.92 FEET TO SET INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE OF TRACT PLANO, TEXAS 75024 HOA LOTS 15-17, BLOCK K; LOTS 1-21, BLOCK L; COMMON DAWSON" AND BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHTT HAVING A RADIUS 740.00 FEET, A CENTRAL ANGLE OF 59 DEGREES 38 THENCE, DEPARTING THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. HIGHWAY 380 (SAID STATE TEXAS VOLUME 256, PAGE 587), OVER AND MINUTES 02 SECONDS, SUBTENDED BY A 735.90-FOOT CHORD WHICH BEARS SOUTH 79 DEGREES 13 MINUTES 31 SECONDS EAST; ACROSS SAID LGI HOMES -TEXAS, LLC. TRACT, THE FOLLOWING COURSES AND DISTANCES; TEL: (214) 420-8494 AREA / HOA LOTS 22-24, BLOCK L; LOTS 1-16, BLOCK M; TBPLS FIRM NO. 10194390 COMMON AREA / HOA LOT 17-18, BLOCK M; LOTS 9-15, BLOCK ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 770.20 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE NORTH 00 DEGREES 37 MINUTES 48 SECONDS EAST, A DISTANCE OF 1108.79 FEET TO A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT FOR CONTACT: LANCE STEWART, P.E. N; COMMON AREA / HOA LOT 16, BLOCK N DAWSON"; THE POINT OF BEGINNING; BEING A ACRES SITUATED IN THE RICHARD NORTH 88 DEGREES 00 MINUTES 41 SECONDS EAST, A DISTANCE OF 36.24 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NORTH 00 DEGREES 37 MINUTES 33 SECONDS EAST, A DISTANCE OF 208.42 FEET TO A FOUND 1/2-INCH IRON ROD (CONTROLLING MONUMENT); AB O NTY, � SURVEY, ABSTRACT NUMBER 660, IN DENTON COUNTY, SURVEY, PAPE DAWSON "PAPE DAWSON"; TEXAS. APPROVAL BLOCK: " ENGINEERS 289 RESIDENTIAL LOTS EVI RED AND APPRO D QN "' .g0 18 COMMON AREA / HOA LOTS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 1 LIFT STATION LOT 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 A q-`'(%� UT TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION *10194390 SHEET 4 OF 4 C TYJUDG E CnUflff,TEXAS ��