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SB0070Aa I , ' VP MNDSONO OPERATIONS LLC \ \ DOC. NO. 2015-84722 OPRDCT -------------------------------------------- 4 -- 13L36 q�-. --- - - -- � ----- '- r-------- 507 r DL42 OL43•\\ . f � i I r 1 J I / 0 I t \ \ 1 / f I i 100 Year Fully ,_, 26 SSE \ ` 100 Year Fully I I Developed Floodplain Line f31L47 - - f i I BL�1 Per Approved Flood Study - Doc. No. 2020-104794 ` Developed Floved Floodn Line ! 1 r I s By Cardinal Strategies 20' UE �� '- _ ~ �52 OPRDCT - - ` Per Bp Ca°rrdaFlosod�d�y I r Doted 12/20/2019 L114 -- D 54 Doe Branch Dated 12/20/2019 / ! / / i 13126 BL28 L113 1115 _ 10' UE I it Lot 1, Block X �, y,441�r- N 03U2'O6' E - `� r``` - _---------_ _ 7.8028 Ac.. Drainage & ' 30.69' _ ��+ ,z .1%'Floodway Easement 583 --------1500 - -----_-- --------- I ----------------- Doe ` Branch 91.92- --/ . I I Tributary 6.1 . 5 (J I+ f +I---135.06'---- _ ! / �e j �,\ 15' WE 10' UE �,' / / 1�43 y 0 1 5'E - 6413` 2$ <E �J `\v N �L61 f ` r Lot 4, 1 °° I - - \ 15' DE 15' SSE + \6, , N r w 42 � `� � Doc. No. 2020-104794- 1 Block X +I N90ro000'E J �� L118 / 1 OPRDCT I� I 1 .36' 130.08' W l z2�� J0.79, L119 �iSl. ti� 2s. N900000'E 19.00 1 I S g m 28.71 L11I - L121~rizz -' - ► ._ _. i i `t -� 1 -- R W m m 2 $ o o r4 !1 • lL116 20' UE r --- - ,'36.72 66.00'- �73.00` i i � I � ` z � `�' o c • © �. J\ - - � 10' UE I I ' 0 -" W .` -{--- -----_ r �------ / WME Iii 45' I n' li N90U0 E 31 $ o b oI ,��' S� �� `L120,�_ L123 189.65'--- n V o s Lg iI I .00' S' UE 32 0 33 <o o �j �O �. C!S �I 49.59' / 20' Q� ^O oc, ^o° �'> �g , \`� 1 o p 2 8 g 3 -I" I. m e B - E 34 I `" /�^ �- / / p . /. o , `+ oo S 3 8 �� ' z a $ Lot 5, r Oaf„ 187.g0' WfND€ONC PARK_ l°►Y NORTH _ / r Doc. No. 2020-1D4794.' p`b4r /,' z - z ( - g1- I `� / _-� \ Q t-9 218.06 T''y 8951'44-Eo M 240.00' L109 ti h 21.82' �s $ % 9, o Block X r 41 i OPRDCT / ^\ /�,'.� yq� 0.54' �20 8( 5' UEJ25' BL - J z 1 N90ro0'00'E /1 L ?j\\ 13.6T ^ J 30' BL II I y I z W / ,' ,'� < . !! / Iq • 5' SUE 11 5' SUE I I 130.00 / o 11.95 20' BL 1 5' SUE �; o Lot 6, 149.02' 168 06' 4.41' !S 105.X / ,'• BL20 \• C\�!>Jp �'\� \6L1 �11 '� - -44.20`-0--63.00J7� I $ r o �/ 49.75`-=�1.00`-� 74.00`=J� JL�I(� N Block X 228.58' 29.34' 62.13' 11.39 �I - / / // /o \ti• 3 \` I I 4 O ,o\\ l>? 4.8' i--130.00' 5' WME I ' J !J`. `� °\ �Jg; h ' �_ MEDIO CR EK DRIVE to `� +' N ` I I N89'51'44'E \ \ � - - , - I N90'00'OTE - _ _ 285.99' _ L27 �_ _ 264.57 _ - 3 _ Ctl 62.13' C19 L26 .r I g 15 DE OB / / ti + �� N 142.20 Nsoroo'oo'E Q_ o - c m d �'- _ 5 UE 130.D0' �S LOCKHART DRIVE _N90ro000'W N S84'49'37'E I o Lot 3, e �d • !>> / N I' ' S. SEE DETAIL A I 1i N 1 Block X / �` �� ?D'B� `:64.93`- �42.59=�4.62= J _ 1 I S I S ;_ =3883' ! 58951'19'W 1 w m r=67.47 =_=67.4T== =�7.4T = b7.47-= = 67.47`- $-67.4T===b7.4T== = 67.4T= ; -=29.34` x o a \ > 5 c - - - - L 5' SUE - 4.00 - - - I 130.00 5' SUE - - - - � N 6 - --S-UE_J_ ' / �5' WME a I j N90ro0'DO"E L - I__ -_ _ _ _ _ 20' BL 30 BL 25' BL - - - - BL -3 25' BL 3 20' BL x r a 23AS 30' 8L 25' BL 30' BL 23.30' N ry 4Z 1 h 10 ,'' :r !" o I -1 I 3_ o b 24.83' 3 11.52' I I 1 0 2 N o 2Cx20'UE / A. o m 3 3_ 3_ 3_ , �'4 N 9 00 8 00 7 i3 11� I 130.00 W N oo SS gS $o oo$ gS SS go go 20 I' r 0 IO 1' "' o 0 23 a 22 0 21 8 �; + , y Sqf • O r' Z o I S$ $ M .� S `8 `>�' 5' 5895119W .. \ / 12j• tag' 0M cn� Ol mIN 0 6 So I 30 0� od o0 00 oS o o g� c mI^ II I / �' e ss� S 6 rn of o cn J P $ T N N ,n o T- 1 I / R W 130.00' 10 UE ,�4�` , 'TO• ?S' 12.96' N7 7g$q' 61.40' I I I I N90WOO E 1 25' 1 25' L. NETHERLY SURVEY ABST. N0. 9�?f , ��<< 0� 30'w G7.57• 56.65' 30.12 66.00' 7 .62" I �I� 1 13000' I 3 �S, 1 73.00 67.4T 67.47' 67.4T 67.4T 67.47 67.47' 67AT 67.47' 67.47' 74.34 I 1 hT. BUTTON SURVEY AB5T. NO.�B5D.48' 23.10' 73.02 4.62 \+b 7 3 �' �` o 81' IIIo I m g S90woo W I I I S89'5119-W 005 Q/ ° /�?' ' r� N90ro0'DO"W t W o S I 1 n � I Lot 2, '/ ��0 4f �6J' >� �( 5' UE �., O �., / A S i j I N90WOO'E I+t5' WE , , w W �' O �' g W ' IS I z N Im 130.00 N Block X ' /?F yy ?S'_ _� 3 g S v�i 1$ 01 0 ?l B( �.•i et 5 6 o I 130.00 ,n $' o$ So os $o 0 os o0 00 og a d b 4 ci er oqg� �, h �1 q �Z T o �� 9 $� 10 0 11 �^ 12 �,4 13 0 14 0� 15 Z,� 16 Z 17 18 Z 19 T ? %per Y Street & Utility Esmt. // '�$ Cy 7 z z I z o f N n P n S o o oar o "Q' 11 r N ♦f7� oHy�e Abandon (B1P) * z I 1 S8951'19 W rye �f�y SGof Cole / i N 731529' W 740.57' For the northwest comer Boundary Line Table Lima # Lenoh Dirleetlon BL1 33.77' S 47'22'28" W BL2 16.50' N 12'08'54" W BL3 50.00' N 69'54'23" W BL4 13.68' S 67'59'52" W 131_5 136.49' S 90'00'00" W BL6 14.16' N 45'03'57" W BL7 120.13' N 00*08'16" W BLS 50.00' S 89'50'54" W BL9 161.30' N 90'00'00" W BL10 7.21' N 89'59'51" W BL11 134.04' N 53'38'22" W BL12 23.88' S 36'21'38" W BL13 5.55' S 27'26'53" W BL14 32,89' N 09'08'41" W BL15 79.58' N 86'53'38" E BL16 44.48' S 65'41'30" E �a ,t S 30' BL 11.85 13.30 I I / 9gt %� - 3 qz•� 5 SUE - BL - 2030E / 25' BLJ I 8 13.02' ^ 1 3.74'z z 30' OL z 25' BL z 30 BL z 30' BL z 30' BL +I 1 d.61 131. , _ 7.79 - I I L - - - - 1- - 20' BL- 5 - - 20' BL 25' BL 5 20' Bl_ 25' BL J II 0 i I 130.00' 3 90' L t �� �� -- 1 ,--. L 4 , L J) I� N B1 s4� Nip• , NF 9.85`=58.00-- = 47.93` 6.83_� 106.98- == 169_3/=�7.47`-= = 67.41`-=-=87.4T=- Ti7.47-= =�7.47`-= = i7.47`= 67.47-===67.41.===87.4T===Ti4.67 a I m s5 40 / `--- - tD o 5 Z 16 ssss c7 cs Nsoroo'oo w cs _ _ _ _ Nsoroo 0o w z I sfis S1'ts'w - N . ;,., .. I i O f _ _ - C4 3` N PORTER LANE 7 0.67' - - - - - - I •�+ 8, ti �q N90ro0'00'W 91.83' p! 141.98' - oc - z, o, 5' SUE ?9,.3g N ,, h N v. 15 g.3 �'e--676s= �� -._ �_ _!, 1 5'suE 130.00' 2.5T ';v 1 - _=65.04`= 44.I :WS - 3�- �i3.23-=-43.75-0.1974.71'j-=87.15'===-67.15== = 67.15-= �i7.15 ===67.15�= =67.15--==67.15 =_ = 67.15===�7.15--=�3.34`-�l O I 6 C4 m 14 a �3c 20' 2.61' 4.82' -J@73' 20' BL 03 _ _ _ - - - - - - _ _ _ o q o BL 30' OL 25' SL 6.19 17.32' 20' BL 4.6$4 25'BL - - - - - - 5' UE 25' BL 5' SUE 20' 8L 30' 8L 25' BL 30' BL 1 I 1 1 i I ' a, ^� 5' UE _ 17.32' 3 3 30' BL 3 k�' I I I I 5'89'S1'19'W 19.86, r 13 w' r 3 / t ko o 12.09 I W I I 11.97 3 0 3 i� 3_ 3 3 b o 12 1 11 SS 10 0� II • 127 g`" 26 $ 25 0� $ S� i N M oN 9�1 11 0� oN 24 s 23 So 22 gs 21 Ss 20 cgs 19 4go 18 17 4 16 4 15 N 130.00 N�o. �s%6$' O . i cv Q m n rn °a rnl fa g $ N Q gi 1 4i $ r� Y `� S� '�i > Y r'�i Y Fi J I I 6.99� ;,.�In �1P rl $ $ N N(UNN voi N N N mIr NI c I 7 0 ood�ilan Line i'VV„ 26.�• 11.31 18.58 I 1S 8956'41' E 2.83' S 86 I I -� 5 UE i 20.48' D6' E 14.06' S90ro0 00 E III 67.58' 73.24' II 1 73.00' fi4.1D' 67.310 53.21' 67.15' 67.15' 67.15' 67.15, 67.15' 67A5' 67.15' 67.15' 73.67' II II 5895119N I 1 73 75' 6158, 60 45' • 148' 72 0T 1 1 1 130.00' r ® r _4,yN Boundary Line Table Una # L-Wth Dlreatk m BL17 90.65' N 6743'51" E BL18 82.29' N 06*13*24" W BL19 139.33' N 27'21'30" E BL20 146.40' S 86'50'54" E BL21 55.41' N 73'09'09" E BL22 146.80' N 4236'11" E BL23 63.07' N 14*18'36" E BL24 96,89' N 27'48'26" E BL25 41.97' N 00'48'40" W BL26 18.92' N 89'36'30" E BL27 72.87' S 60'01'50" E BL28 51.02' N 71'05'39" E BL29 52.55' N 22'09'31" E BL30 36.44' N 42'19'46" E BL31 47.54' N 32'31'52" W BL32 44.71' N 12'39'58" E BG$ 61.72 60.42 61.58 61.58 R58 61.58 61.5E 61.58 61.48 6. 15C7 III 1.76 1.1T IcNd `° I 8 Street & 13L10 ! Utility Esmt. I n 11 O tp W o .ice _ W W O W y,, W W W W W I'n ID Jr f3C8 Abandon (BTP) gI 1 0 0 2 g o 3 S °3 `� g o S$ S o S$ o o S o g 8 S A w I I S8951'19'W µi ANCH P14A5E 5C �I $ Z^ o N 4 5 o M 6 7 g 8 0 9 M 10 0 2 11 - 12 :2 13 8� 14 lD 30' BL 11.46 z z z z z z z z z z P c3 I d lit PRDCT Z u l w i i L - - 25 8L 2036E 4.18 25' BL 30 8L 30' BL 25' Bt 29.8T 30' BL = " r, N 14.16' -1166 - - 5 UE- 20' BL 5. SUE - - 20' BL r 1 83 ) N 9 0 w 83.44'===61.58' _ -- 2' - 15g-- - 1 58`- - 1 5g'-- - - -- LL p -� • -- -6 • - -� • ---81.58'==161.58`--==L1.58'===61.56' - 1.fi5'- - -6 5- - �rr ,rr --- r _ �� f3L6 BL5 5C6 BGS WEST - 475.37 .eon h / m zs$ - - - - - - - -- - -- �n o S73702 . 25 W _ IRONOOD DRIVE IRONWOOD DRIVE - - - - - - - - 10 1 � i SCre�t-fc _ � o Utility Esmt. i Abandon (BTP) Doc. No. 2020-17048 OPRDCT Boundary Line Table Una # Larleth DkeaWon BL33 64.65' N 73'41'47" E BL34 53.56' N 37*11'37" E BL35 33.32' N 79'42'08" E BL36 16.47' S 5256'19" E BL37 25.55' S 87'30'11" E BL38 81.54' S 83'24'03" E BL39 18.99' S 67'44'27" E BL40 28.80' S 88'45'36" E BL41 37.75' S 63'22'08" E BL42 22.50' S 48'57'07" E BL43 33.46' S 8642'43" E BL44 16.87' S 21'24'20" E BL45 17.62' S 0117'16" E BL46 15.35' S 12'07'26" E BL47 27.15' S 02'53'02" E BL48 45.69' S 26'07'03" E Boundary Line Table LMa # L-gth Dlracum BL49 29,00' S 84'24'31" E BL50 45.41' N 76'17'09" E BL51 87.38' S 78-06'52" E BL52 28.69' S 47'03'23" E BL53 40,37' N 73'46'36" E BL54 32.58' S 7554'59" E BL55 63.35' S 04'03'35" E BL56 23.39' S 4911'29" E BL57 69.85' S 78'50'44" E BL58 66.93' S 46'15'21" E BL59 19.48' S 37'15'26" E BL60 17.45' S 74'10'12" E BL61 40.04' N 35'38'08" E BL62 45.45' N 09*13'07" W BL63 47.78' N 73'31'08" E BL64 54.65' S 70'02'11" E Boundary Line Table Etna# L-9th Directim BL65 45.91' S 5Y48'15" E BL66 33.68' S 7254'41" E BL67 38.52' S 19'54'29" E BL68 31.53' N 87'45'05" E BL69 60,48' N 40'00'34" E BL70 34.71' N 24'47'40" E BL71 40,19' N 83*23'17" E BL72 79.03' S 63'19'13" E BL73 64.54' S 48'22'42" E BL74 140.66' S 71'01'02" E BL75 70.00' N 8942'19" E BL76 70.00' S 89'42'19" W Boundary Curve Table Curve # Lo Wh Radlus Chord Chord 90artng Dana 8C1 143.76' 270.00' 142.07' N 67'16'17" W 30'30'26" BC2 10.58' 330.00' 10.58' N 5256'11" W 1*50'14" BC3 7.29' 325.00' 7.29' N 20*44'11" E 117'08" BC4 138.12' 330.00' 137.12' N 77'59'54" W 23'58'52" BC5 45.00' 270.00' 44.95' N 85'13'31" W 9'32'57" BC6 55.00' 330.00' 54.94' N 85'13'31" W 9'32'57" BC7 29.88' 200.00' 29.86' S 8543'10" W 8'33'39" BC8 29.89' 200.00' 29.86' S 85-43'15- W 8-33'49" BC9 84.31' 250.00' 83.91' N 80*20'10* W 1919'21" BC10 43.11' 145.00' 42.95' N 62'09'26" W 17'02'08" BC11 74.67' 1 480.00' 74.59' S 31-54'15- W 8'54'46" POINT OF DL75 Lot 8, Block X i 5' WME FEMA noodplain Line - 25' LE < 3 1[ IV it WW�� Lot 7, Block X TM PARKWAY IlaW. 0 53,336 S.F., 1.224 Ac. Lb MDedicated b IN Simple OZ to the Tom of Ptroeper O Z N Q OC�N WME N Z p at w m z 09, } J 5f..76 S 01'5431' E - 2111.01' For the southeast comer of the T. Button Survey Abstract No. 88 at the intersection of the north line of the M.E.P. & P.R.R. Survey Abstract. No. 1476 PHASE 5D 93 LOTS DEVELOPED TO PD-40 STANDARDS 38.213 ACRES (2.43 UNITS/ACRE) AVERAGE LOT SIZE = 9,197.20 SF Lot 5ummall',[ Phase 5D Type A (Min. 8,000 SF) 64 Type B (Min. 9,000 SF) 29 Type C (Min. 10,500 SF) 0 Type D (Min. 12,500 SF) 0 Total 93 SB0070A C48,G01,S17 52833 A0962A N ETH E RLY TR 4, 4.313AC/PT 52794 A0962A N ETH E RLY TR 5, 16AC/PT 52655 A0088A T BUTTON TR 1-3, 17.9AC/PT LOCATION MAP / KEY MAP N.T.S. Rear Property Line 125' Rear BL TyP� I (20' w/W Front BL) I 6 S& I-- if six ( 1 s I I se °a O I I O I I OJ e' sme -I r sm. -I SeWark I 120, 25 & V Fmnt BLI ----I -I-- s U.E - 1 --- -- SUE- - ---- Front Property Une STANDARD LOT DETAIL FOR LOT TYPE A. B. C. & J2 r------_ __ - --- -- DETAILA '" �L125 1= 25 I i i 6.831 L126- - I I I I \ \ I t I I I i I I i I 1 I I I 100 0 50 100 1 inch = 100 ft. Basis of bearing derived from the State Plane Coordinate System, Texas North Central Zone 4202. North American Datum of 1983, (2011) LEGEND (Not all items may be applicable) O 1/2" IRON ROD WITH PLASTIC CAP CM CONTROL MONUMENT DE DRAINAGEEASEMENT UE UTILITY EASEMENT WE WATER EASEMENT LE LANDSCAPE EASEMENT SSE SANITARY SEWER EASEMENT SUE SIDEWALK AND UTILITY EA5EMENT- See Note 8 WME WALL MAINTENANCE EASEMENT HE HOA EASEMENT AE ACCESS EASEMENT (BTP) BY THIS PLAT R.O.W. RIGHT-OF-WAY BL BUILDING LINE HOA HOME OWNERS ASSOCIATION �► STREET NAME CHANGE Q BLOCK DESIGNATION 10'x10' TRANSFORMER EASEMENT ® CLUSTER MAILBOX LOCATION - Per Revised SLP * KEY LOT NO DRIVE ACCESS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS Rear Property Una O c J J O o s WO IL r Y J �+ L� 5de BL =Front BL _ Front - , . : STANDARD DEIAIL NOTES: 1. Selling a portion of this addition by metes and bounds is a violation of Town ordinance and state law and is subject to fines and withholding of utilities and building permits. 2. All development will comply with Town of Prosper PD-40 Requirements. 3. All open space areas, Lots 1-8, Block X, to be owned and maintained by the H.O.A. 4. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.3.F. 5. All fences adjacent to open space shall be ornamental metal. 6. Lots 1-8, Block X to be used for sidewalks, trails and landscaping. Easements for these uses are granted by this plat. 7. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement. 8. This property is subject to the Windsong Ranch License Agreement (governing the installation and maintenance of street trees) between VP Windsong Operations, LLC and the Town of Prosper. 9. This plat is subject to the additional residential zoning standards outlined in ordinance 15.55. 10. Lots adjacent to the flood plain shall comply with the minimum finished floor elevation shown on the face of the plat. 11. Lots backing to the flood plain shall have a 25' minimum rear setback. 12. Lots siding to the flood plain shall have a 15' minimum side setback adjacent to the flood plain. 13. 8.909 acres of right-of-way being dedicated by this plat in fee simple. 14. Lots 2-7, Block X to be used for surface runoff. Drainage Easements for this use are granted by this plat. 15. None of the lots in this phase shall be developed under the courtyard provisions of PD-40. � LT1 11'- 11 1 1" W S Sheet 10 38.213 ACRES OUT OF THE L. NETHERLY SURVEY ABST. NO.962 & T. BUTTON SURVEY ABST. NO.88 TOWN OF PROSPER DENTON COUNTY, TEXAS OWNER / APPLICANT ENGINEER / SURVEYOR VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc. 2242 Good Hope Road 765 Custer Road, Suite 100 Prosper, Texas 75078 Plano, TX 75075 Telephone (469) 532-0681 Telephone: (972) 422-0077 Contact: David Blom TBPE No. F-2121 Contact: Matt Dorsett Scale: 1"=100' October 2, 2020 SEI Job No. 18-184 Fllea Tor Kecora in the Official Records Of: Denton County On: 10/20/2020 9:00:38 AM In the PLAT Records WINDSONG RANCH PHASE 5D Doc Number: 2020-366 Number of Pages: 3 Amount: 150.00 Order#: By: MK F WNER'S CERTIFICATE ATEOF TEXAS § UNTY OF DENTON § WHEREAS VP Windsong Operations, LLC is the owner of a tract of land situated in the L. Netherly Survey, Abstract No. 962 and the T. Button Survey, Abstract No. 88, Town of Prosper, Denton County, Texas, being part of a tract conveyed by deed recorded in Document No. 2018-84666 of the Official Public Records, Denton County, Texas (OPRDCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod with plastic cap found being the north end of a corner clip being the intersection of the west line of Teel Parkway, a variable width right-of-way, with the north line of Ironwood Drive, a variable width right-of-way; THENCE S 47'22'28" W, 33.77 feet along said corner clip to a 1/2" iron rod with plastic cap found; THENCE along the north line of Ironwood Drive, the following: A non -tangent curve to the right having a central angle of 30'30'26", a radius of 270.00 feet, a chord of N 67'16'17" W - 142.07 feet, an arc length of 143.76 feet to a 1/2" iron rod with plastic cap found; A reverse curve having a central angle of 01'50'14", a radius of 330.00 feet, a chord of N 52'56'11" W - 10.58 feet, an arc length of 10.58 feet to a 1/2" iron rod with plastic cap found; N 12'08'54" W, 16.50 feet to a 1/2" iron rod with plastic cap found; A non -tangent curve to the left having a central angle of 01'17'08", a radius of 325.00 feet, a chord of N 20'44'11" E - 7.29 feet, an arc length of 7.29 feet to a 1/2" iron rod with plastic cap found; N 69'54'23" W, 50.00 feet to a 1/2" iron rod with plastic cap found; S 67'59'52" W, 13.68 feet to a 1/2" iron rod with plastic cap found; A non -tangent curve to the left having a central angle of 23'58'52", a radius of 330.00 feet, a chord of N 77'59'54" W - 137.12 feet, an arc length of 138.12 feet to a 1/2" iron rod with plastic cap found; WEST, 475.37 feet to a 1/2" iron rod with plastic cap found; A tangent curve to the right having a central angle of 09'32'57", a radius of 270.00 feet, a chord of N 85'13'31" W - 44.95 feet, an arc length of 45.00 feet to a 1/2" iron rod with plastic cap found; A reverse curve having a central angle of 0932'57", a radius of 330.00 feet, a chord of N 85'13'31" W - 54.94 feet, an arc length of 55.00 feet to a 1/2" iron rod with plastic cap found; And WEST, 136.49 feet to a 1/2" iron rod with plastic cap found being the south end of a corner clip being the intersection of Ironwood Drive with the east line of Falling Leaves Drive, a 50-foot right-of-way; THENCE N 45'03'57" W, 14.16 feet along said corner clip to a 1/2" iron rod with plastic cap found; THENCE N 00'08'16" W, 120.13 feet along the east line thereof to a 1/2" iron rod with plastic cap found; THENCE S 89'50'54" W, 50.00 feet crossing said right-of-way to a 1/2" iron rod with plastic cap found on the west line thereof, being the northeast corner of Windsong Ranch Phase 5C, recorded in Document No. 2020-294, Plat Records, Denton County, Texas; THENCE along the common line thereof the following: WEST, 161.30 feet to a 1/2" iron rod with plastic cap found; A tangent curve to the LEFT having a central angle of 08'33'39", a radius of 200.00 feet, a chord of S 85'43'10" W - 29.86 feet, an arc length of 29.88 feet to a 1/2" iron rod with plastic cap found; 6 A reverse curve having a central angle of 08'33'49", a radius of 200.00 feet, a chord of S 85'43'15" W - 29.86 feet, an arc length of 29.89 feet to a 1/2" iron rod with plastic cap found; N 89'59'51" W, 7.21 feet to a 1/2" iron rod with plastic cap found; A tangent curve to the right having a central angle of 19'19'21", a radius of 250.00 feet, a chord of N 80'20'10" W - 83.91 feet, an arc length of 84.31 feet to a 1/2" iron rod with plastic cap found; N 70-40'30" W, 226.72 feet to a 1/2" iron rod with plastic cap found; A tangent curve to the right having a central angle of 17'02'08", a radius of 145.00 feet, a chord of N 62'09'26" W - 42.95 feet, an arc length of 43.11 feet to a 1/2" iron rod with plastic cap found; And N 53'38'22" W, 134.04 feet to a point being on the west line of Windsong Ranch Parkway North, a 60-foot right-of-way; THENCE S 36'21'38" W, 23.88 feet along the west line thereof to a 1/2" iron rod with plastic cap found; THENCE around a tangent curve to the left having a central angle of 08'54'46", a radius of 480.00 feet, a chord of S 31'54'15" W - 74.59 feet, an arc length of 74.67 feet to a 1/2" iron rod with plastic cap found; THENCE S 27'26'53" W, 5.55 feet to a point for corner; THENCE departing said right-of-way, the following: N 64-24'23" W, 348.81 feet; N 09'08'41" W, 32.89 feet; N 86'53'38" E, 79.58 feet; S 65'41'30" E, 44.48 feet; N 67'43'51" E, 90.65 feet; N 06-13'24" W, 82.29 feet; N 27-21'30" E, 139.33 feet; S 86-50'54" E, 146.40 feet; N 73-09'09" E, 55.41 feet; N 42'36'11" E, 146.80 feet; N 14'18'36" E, 63.07 feet; N 27-48-26" E, 96.89 feet; N 00'48'40" W, 41.97 feet; N 89'36'30" E, 18.92 feet; S 60'01'50" E, 72.87 feet; N 71-05-39" E, 51.02 feet; N 22'09'31" E, 52.55 feet; N 4219'46" E, 36.44 feet; N 32'31'52" W, 47.54 feet; N 1239'58" E, 44.71 feet; N 73'41'47" E, 64.65 feet; N 37'11'37" E, 53.56 feet; N 79'42'08" E, 33.32 feet; S 52*56'19" E, 16.47 feet; S 87*30'11" E, 25.55 feet; S 83'24'03" E, 81.54 feet; S 67-44'27" E, 18.99 feet; S 88-45'36" E, 28.80 feet; S 63'22'08" E, 37.75 feet; S 48'57'07" E, 22.50 feet; S 86'42'43" E, 33.46 feet; S 21-24'20" E, 16.87 feet; S 01 *17'16" E, 17.62 feet; S 12'07'26" E, 15.35 feet; S 02'53'02" E, 27.15 feet; S 26-07'03" E, 45.69 feet; S 84`24'31" E, 29.00 feet; N 76'17'09" E, 45.41 feet; S 78'06'52" E, 87.38 feet; S 47'03'23" E, 28.69 feet; N 73-46'36" E, 40.37 feet; S 75'54'59" E, 32.58 feet; S 04-03'35" E, 63.35 feet; S 49-11'29" E, 23.39 feet; S 78-50'44" E, 69.85 feet; S 46-15'21" E, 66.93 feet; S 37-15'26" E, 19.48 feet; S 74-1O'l2" E, 17.45 feet; N 35'38'08" E, 40.04 feet; N 09-13'07" W, 45.45 feet; N 73'31'08" E, 47.78 feet; S 70-02'11" E, 54.65 feet; S 53-48'15" E, 45.91 feet; S 72'54'41" E, 33.68 feet; S 19'54'29" E, 38.52 feet; N 87'45'05" E, 31.53 feet; N 40'00'34" E, 60.48 feet; N 24-47'40" E, 34.71 feet; N 83*23'17" E, 40.19 feet; S 63-19'13" E, 79.03 feet; S 48'2242" E, 64.54 feet; S 71'01'02" E, 140.66 feet; And N 89'42'19" E, 70.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the west line of Teel Parkway, THENCE S 00'08'41" E, 852.75 feet along the west line thereof to a point; THENCE S 89'42'19" W, 70.00 feet to the POINT OF BEGINNING with the subject tract containing 1,664,564 square feet or 38.213 acres of land. SURVEYOR'S CERTIFICATE That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the Town of Prosper, Texas. �^ ��.• Dated this the $ day of D4::;ya 2 2020. OF DARREN K. BROWN, R.P.L.S. NO. 5252 DARREN K. BROWN q 5252 � 51a�O� darren.brown® spiarsengineering.can STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. to 00o6r GIVEN UND R MY HAND AND SEAL OF OFFICE this the day of 2020. WALTER ERIK DAVIS Notary Public, -State of Texas _a�oNotary Pubic, State of Texas iN.•:'P.z. Comm. Expires 09-24-2022 Notary ID 131734284 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT we, VP WINDSONG OPERATIONS LLC, acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as WINDSONG RANCH PHASE 5D an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. VP Windsong Operations LLC, does herein certify the following: 1. The streets and alleys are dedicated for street and alley purposes. 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper. 5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof. 7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the easements. 8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. 9. All modifications to this document shall be by means of plat and approved by the Town of Prosper. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas. `` Witness our hands at Denton County, Texas, this ��day of �,TA+_ 2020. VP WINDSONG OPERATIONS LLC A DELAWARE LIMITED LIABILITY COMPANY B y: e�,< zz�� David R. Blom, Vice President STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared David R. Blom, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day ofQ,(r 2020. MELISSA BRYSON NotaryPublic, State of Tex :�`"'� _�4:��=_Notary Public, State of Texas E -09.2023 Comm. Expires 09 ,rtor;.�` Notary ID 132163031 CERTIFICATE OF APPROVAL aoq ti Approved this day of Y �6i8 by the Planning &Zoning Commission of the Town of sper, Texas. .` O F PR Town Secretary's ACCESS EASEMENT The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper, its agents, employees, workm en, and representatives having ingress, egress, and regress in, along, upon, an across said premises. LANDSCAPE EASEMENT The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be bindinc on the owner(s) of the property in this subdivision, their successors and assl ns, and all parties claiming by, through and under them. In the event a -eplat is requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsi ility for maintenance and replacement of landscape materials thereof shall lie borne by any homeowners association hereafter established for the owners f lots in this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of utilities and other elemen s unless otherwise approved on the plat. DRAINAGE AND FLOODWAY EASEMENT This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: All of Lot 1, Block X, as shown on the plat is called "Drainage and Floodway Easement" and is the natural drainage channel crossing each lot. The existing creek or creeks traversing along the Drainage and Floodway Easen t within the limits of this addition, will remain as an open channel at all ti-nes and will be maintained by the owners of the lot or lots that are trovers d by or adjacent to the drainage courses in the Drainage and Floodway Easenrent. The Town will not be responsible for the maintenance and operation of s id creek or creeks or for any damage to private property or person that results from the flow of water along said creek, or for the control of erosion. No obstruction to the natural flow of storm water run-off shall be permitted by construction of any type of building, fence, or any other structure ithin the Drainage and Floodway Easement or the natural drainage channels, us herein above defined. Provided it is understood that in the event it becomes necessary for the Town of erect or consider erecting any type of drainage structure in order to improve the storm drainage that may be occasioned by streets and alleys in or adjacent to the subdivision, then in such event, the Town shall have the right to enter upon the Drainage and Floodway Easement at any point, or points, to investigate, survey or to erect, construct, and maintain any drainage facility deemed necessary for drainage purposes. Each property owner shall keep the natural drainage channels traversing or adjacent to his property clean and free of debris, silt, and any substance wh ch would result in unsanitary conditions or obstruct the flow of water, and he Town shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable conditions which may occur. The natural drainage through the Drainage and Floodway Easement, as in the case of all natural channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. The Town shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting from the failure of any structure or structures, within the natural drainage channels. Building areas outside the Drainage and Floodway Easement line shall be filled to a minimum elevation as shown on the plat. The minimum floor elevation for each lot shall be as showi on the plat. LIENHOLDER: TEXAS CAPITAL BANK, NATIONAL ASSOCIATION By. Ait- DeUi England, Sr. ice President STATE OF TEXAS § COUNTY OF HARRIS § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Debi England, known to me to bete person and officer whose name is subscribed to the foregoing instrum nt, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE /,qgday 62t d4gep this the of 2020 TIFFANY WEBER zNotary Public, State of xa NotarW Aubllc, State of Texas=,S*•P•-P= Comm. Expires 05-25- 21 F....A, Notary ID 1311453 Engine i g epartment ~ '� : • : -: WINDSONG RANCH 'JUDHASE 5D Planning Department �, ��X A5 38.213 ACRES OUT OF THE L. NETHERLY SURVEY ABST. NO.962 & T. BUTTON SURVEY ABST. NO.88 TOWN OF PROSPER DENTON COUNTY, TEXAS OWNER / APPLICANT ENGINEER / SURVEYOR VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc. 2242 Good Hope Road 765 Custer Road, Suite 100 Prosper, Texas 75078 Plano, TX 75075 Telephone (469) S32-0681 Telephone: (972) 422-0077 Contact: David Blom TBPE No. F-2121 Contact: Matt Dorsett October 2, 2020 SEI Job No. 18-184 t2of31 Filed for Record in the Official Record Of: Denton County On: 10/20/2020 9-00:31 AM In the PLAT Records WINDSONG RANCH PHASE 5D Doc Number: 2020-356 Number of Pages: 3 Amount: 150,00 Order#: By: MK Lot Area Table Las Block # Square Fast Aomage Lot Type 9 J 9,260 0.213 B 10 J 8.719 0.200 A 11 J 8,945 0.205 A 12 J 11,024 0.253 B 13 J 9,879 0.227 B 14 J 8,794 0.202 A 15 J 9,609 0.221 A 16 J 10.689 0.245 B Open Space Area Table La 4 Block # Acres 1 X 7.803 2 X 0.067 3 X 0.154 4 X 0.398 5 X 0.458 6 X 0.307 7 X 0.500 8 X 0.018 Lot Area Table Lot # Bbck # 5quam Feet Acraaga Lot type 1 M 9,525 0.219 B 2 M 8,007 0.184 A 3 M 8,013 0.184 A 4 M 8,066 0.185 A 5 M 8,005 0.184 A 6 M 8,005 0.184 A 7 M 8,005 0.184 A 8 M 8,005 0.184 A 9 M 8,005 0.184 A 10 M 8,005 0.184 A 11 M 8,006 0.184 A 12 M 8,006 0.184 A 13 M 8,369 0.192 A 14 M 10,447 0.240 A 15 M 9,506 0.218 B 16 M 8,730 0.200 A 17 M 8,730 0.200 A 18 M 8,730 0.200 A 19 M 8,730 0.200 A 20 M 8,730 0.200 A Lot Line Table Line # L-6th Dlroction Lt 14.16' S 45'04'21" E L2 14.12' S 44'55'39" W 1-3 14.16' S 45'04'21" E L4 14.12' S 4455'39" W L5 35.36' S 45'08'29" E L6 35.35' N 44'51'31 " E L7 35.36' S 45'08'29" E L8 35.35' S 44'51'31" W L9 34.18' N 62'16'25" E L10 38.71' N 22'36'08" W L11 14.75' S 47'30'00" W L12 13.39' S 42'02'41" E L13 16.18' N 89'51'44" E Lot Line Table Line # Length Direction L14 34.63' N 39*18'55" E L15 32.77' S 55'42'24" E L16 14.14' N 45'00'00" E L17 14.14' S 45'00'00" E L18 31.55' S 02'30'18" E L19 38.29' N 8824'18" E L20 35.36' N 08'38'22" W L21 35.36' N 81'21'38" E L22 14.14' S 45'00'00" E L23 14.14' N 45'00'00" E L24 14.14' S 45'00'00" E L25 14.14' j S 45'00'00" W Lot Area Table Lob # Block # Squrm Fast Acmw Lot type 21 M 8,730 0.200 A 22 M 8,730 0.200 A 23 M 1 8,730 0.200 A 24 M 8,634 0.198 A 25 M 8,439 0.194 A 26 M 8,513 0.195 A 27 1 M 9,258 1 0.213 B Lot Area Table Lot # Mod # Square Feat Ac-W Lot Type 1 N 9,154 0.210 B 2 N 9,154 0.210 B 3 N 9,154 0.210 B 4 N 9,154 0.210 B 5 N 9,154 0.210 B 6 N 9,154 0.210 B 7 N 9,154 0.210 B 8 N 9,060 0.208 B 9 N 9,771 0.224 A 10 N 12,213 0.280 B Centerline Line Table Line # Leryth Dirwum L26 46.45' N 90'00'00" W L27 1.66' S 00'00'00" W L28 25.00' S 00'00'00 E L29 12.42' N 46'37'20" W Easement Line Table L§w # Leryth Direction L108 119.17' N 53'38'22" W L109 15.00' N 36'21'38" E L110 119.17' S 53'38'22" E 1-111 172.35' N 41*23'11" W L112 177.99' S 41 *23'11 " E L113 20.00' N 1110'24" W L114 20.00' N 7958'23" E L115 20.02' S 11 *10'24" E L116 3.35' N 24'51'38" E L117 17.07' N 33'41'26" W Lot Area Table Las 6krak # 5"re Feet Acreage Lot Type 1 0 11,377 0.261 B 2 0 9,691 0.222 A 3 0 10,975 0.252 B 4 0 10,561 0.242 B 5 0 9,552 0.219 A 6 0 9,847 0.226 B 7 0 9.650 0.222 B 8 0 8,587 0.197 A 9 0 1 10,215 0.235 A 10 0 10,709 0.246 A 11 0 13,377 0.307 B Lot Area Table Um* Block # Square Feet Acreage Lot Type 1 Q 10.944 0.251 B 2 Q 8,640 0.198 A 3 Q 9,513 1 0.218 1 B Lot Area Table Lot # Siod # Squ a Feat AmW Lot TY" 1 P 8,981 0.206 A 2 P 8,580 0.197 A 3 P 8,580 0.197 A 4 P 8,580 0.197 A 5 P 8,580 0.197 A 6 P 8,580 0.197 A 7 P 8,580 0.197 A 8 P 10,091 0.232 B 9 P 9,323 0.214 B 10 P 8,771 0.201 A 11 P 8,771 0.201 A 12 P 8,771 0.201 A 13 P 8,771 0.201 A 14 P 8,771 0.201 A 15 P 8,771 0.201 A 16 P 8,771 0.201 A 17 P 8,771 0.201 A Lot Curve Table Curvy # Length Radlua chord Chord Bearing Dcta C1 13.67' 20.00' 13.40' S 3610'44" E 39'09'17" C2 73.28' 50.00' 66.90' S 42'03'44" W 83'59'08" Easement Line Table Line # L-9th Woutan L118 15.01' N 54'19'54" E 1-119 26.00' S 33'41'26" E L120 11.76' S 24'51'38" W L121 20.00' N 09'21'22" E L122 20.01' S 82'04'37" E L123 20.02' S 09'21'22" W L124 27.43' N 44'59'58" E L125 11.07' S 90'00'00" E L126 40.57' N 90'00'00" W L127 15.00' S 44'59'58" W Lot Area Table Lot # Nod # Square Feet Acnwye Lat Type 18 P 8,771 0.201 A 19 P 9,635 0.221 B 20 P 9,065 0.208 B 21 P 8,650 0.199 A 22 P 8,771 0.201 A 23 P 8,771 0.201 A 24 P 8,771 0.201 A 25 P 8,771 0.201 A 26 P 8,771 0.201 A 27 P 8,771 0.201 A 28 P 8,771 0.201 A 29 P 8,771 0.201 A 30 P 10,836 0.249 A 33 P 10,374 0.238 A 34 P 8,405 0.193 1 A Centerline Curve Table Curve # Lmigth Radlue chord Chord Bearing Ddta C3 149.47' 300.00' 147.93' N 14'07'43" E 2832'48" C4 41.27' 300.00' 41.24' S 86'03'32" E 7'52'55" C5 41.27' 300.00' 41.24' N 86'03'32" W 7'52'56" C6 23.01' 300.00' 23.00' S 8748'10" E 423'39" C7 46.02' 600.00' 46.00' N 87'48'10" W 4'23'39" C8 101.19' 300.00' 100.71' S 80'20'15" E 19'19'30" C9 89.20' 300.00' 88.87' S 62'09'26" E 17'02'08" C10 94.38' 450.00' 94.21' S 42'22'09" W 12'01'02" C11 227.13' 300.00' 221.74' S 68*18'40" E 4322'40" C12 12.03' 5000.00' 12.03' S 00'04'08" E 0'08'16" C14 251.61' 450.00' 248.35' S 6423'45" W 32'02'11" C15 118.27' 450.00' 117.93' N 59*06*05" W 15'03'33" C16 187.90' 450.00' 186.54' S 7810'33" E 23'55'26" C17 126.15' 300.00' 125.22' S 12'02'46" W 24'05'31" C18 27.09' 300.00' 27.08' N 87'2449" W 5'10'23" C19 27.09' 1 300.00' 1 27.08' 1 S 87'24'49" E 1 5'10'23" D19-0092 FINAL PLAT 38.213 ACRES OUT OF THE L. NETHERLY SURVEY ABST. NO.962 & T. BUTTON SURVEY ABST. NO.88 TOWN OF PROSPER DENTON COUNTY, TEXAS OWNER / APPLICANT ENGINEER / SURVEYOR VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc. 2242 Good Hope Road 765 Custer Road, Suite 100 Prosper, Texas 75078 Plano, TX 75075 Telephone (469) 532-0681 Telephone: (972) 422-0077 Contact: David Blom TBPE No. F-2121 Contact: Matt Dorsett October 2, 2020 SEI Job No. 18-184 Filed for Record in the Official Records Of: Denton County On: 10/20/2020 9:00: 8 AM In the PLAT Records WINDSONG RANCH PHASE 5D Doc Number: 2020- 66 Number of Pages: 3 Amount: 150.00 Ord er#: By: MK