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SB0064Ai ! I i 3 I" 7 No Driveway Access _ I - - 5L7 I _ GOVERNORS j FREEMAN WAY ISLAND WAY L - _ _ _ 5 59 °22'51 " E 105-1.64' _ _ _ _ _ _ -�5: - 137.38'== I--II T==140.13`=====72.4r`_-=61.60'==�1.60` 1.60--=61.60'--�1.60`==61.60'= 15' BL � - - - 5 -� .95' 1 1 ---- i c 20' BL 20' BL 5' E 10' UE -- - 1 0 25 °b� °' 3 3 25' BL 3 3 3 3 25 BL 3 3 20' BL BL 3 60 I c 30' BL 3 3 25' BL 3 3 3l) Tcd Parkway Right -of -Way �0 15 37,657 SF 0.86 Ac. 14 13 og ag 1 25' 1 II o ^9 12 11 r 10 M 9 8 0 7 0 6 5 0 4 3 �� � iL� tom- + I I .-- O O .- o '� M :M :,.� �.-, ;.� O ^Town of Proolm t0 tt1EN 892251 WS 8922'51' E 0 0 0 0 o g g- '^' 4-' 2 0149.29' 150.13' o' V'01 N n � rn N5' SUE m 5' SUE 26 z`� N 16 0 66.93 61.60 61.60' 61.fi0' 61.60 61.60' 61.6D' 61.60' 61.60' 61.60' 61.60' 61.60' 61,00' 68.9W _LLOFp I m 83.78' 61.60 61.60' 61.60' 61.60' 61.60' 61.60' 61.60' 61.60' 61.60' 76.10' 160.24'-- 40' T.P.E. 13.970 I N 89'22'51' W' S 89'22'51' E151.00'M150.13'10' UE `� o c'• 20 '21 og`L'102 om1D' uE o '� 18 0 19 ' M M M :� 23 :� M 24 :� Z5 M 26 :� 27 O 27I17* a g� g� a g� � � = 8 _ 29 n��, 340' T.P.E. 20' BL z z 25' BL Z - BL z z 25' BL z z 20' BL a25 BL 3�,� rN 8922'S1 W 5' SUE - 10 - - Q.-==78.29'===�1.60160'==5160`�1.60`= 15271' = 61.60'==�1.60- _ 5160'= �1.Ti1.60- = 48.86-,q 8n 28 S8922'51'E NEWDURN STREET \ 30 ILU L 4 Q 0 O 855.64' 5 59'47" - Q r N B E 1 J �I ( IL Z _ - -- -- o_ n W N 8922'51' W i I WI i°` - ==140.13'=-==_==69.36'-�=-61.60' _-=61.fi0`= �1.60'SUE �1.60`= �00=-=fi1.00�==-�1.00'=- �60.99 =--=_=120.02=---�� I I 130.40 (�- ---- Z 154.42' i on 20' BL 20' BL 3 25' BL 3 3 25' BL 3 10' U 20' BL N 1 i 3 o I° o I 30' BL 30' BL 3 3 25' BL m m � °° 31 Q - Io 29 3 �= 4 �0 7 0o g� 3 g ^ 13 w I' Ion �I RW ^0 5 �o ^o �� o m 11 12 I N89'42'19'E I N 3 I S 89'22'51' E o o 6 0 o "ro' 8 o M 9 0 0� 10 ^ N 892'1�9' E I I i I 130.00' N 89'22'51 W s 150.13' "' N N © 8 _ co _ -- - 15s.13' I N 5 suE N �' N ^ 14 0 32 - -- 1 I zl N l m 2 0 63.86' 61.60' 61.60' 61.60' 31.58' 30.03 61.3o' q 50' N 89'42'19' E 1 `�62.16' N 89'42'19' E ( � � � I o0 30 I oo v 40' T.P.E. o0 67.09 61.60 61.60' 67.79' 22.16' 53.FI,,80' I R W 130.00' z _ S 8922'51' E�914388 130.00' m o�ao i o 0 5' SUE o 1 �, s9 15 ^ 0 33 158.03' I! I i I J 150.13' o g �, g g g o w 1j 4? o 5" I" D N 89 42'19' E ( i 10 Lot 1, m m 10' UE 27 „^� 0 26 0 25 ^� 0 24 �, o N 89'4219' E I' N5 28.16' 0 1 - o t2 n r� r Z3`� . cYi Me t2 o o ^7 40 6.19' 130.00' 1 Block X a b o o o g o M o? *4 130.00' I W ' �I -°° - 20=BL - - 5o SUEZ 26 63'' Z 25' 22 = ^' 21 ^ ,ti ,1 10' UE I ! I N 89'1946 W 158.84 J i` 25' BL --- - BL a � ,� ^ , 16 � I JI 34 1 --- z z 0 31 735.13- ___ 10' U 3 10' UE N 89'4219 E ( -, -- C - 7.02 , l 20 a°' m (� 1 J 130.00 I _ �Ib 16.04 oJo �1.60'-- 81.60 �1.60 � I J o_ 0 57,02_ D 2 �c. 6 _ 15' BL �� % s 3 ROUNDTREE DRIVE5 SUE 207 43 ui 58922'51'E 343.94' �- ' S�66\\ 2S' hA T '�D- r' J 35 1 5 00 44 54 W - - - - /---113.43' ---1 _� 6l ? 9'rB C7 I JI � o 13 8.56 ---'_ \ --- r----------- ---- ?L5q 343.94' - - - �� C4 \ S>> 19 ,L'10 iI N 89'4219' E Variable Width ' L3l """e -* ' _ T?43j\ B: ?o,�P o0 22.18' �) 130.00' ^' 1 17 D.E. ` `� \ 3 gl �° ��' SB o 0 0 /// 36 io ♦ \ I� /' l \ . o� e� �4 * o J V l i l i I I ♦ \�`! ' d �� a J i' N 89'4719' E Ir I / �• 0 1 17 �' 4 0 130,00, o n 5 11 46 OI E 37 a,` L41 - - - - - J 100-Year Floodploin in 15' Sanitary Sewer Easement N ♦ I I _ L� L39 I 1 0 [ 4, N --- - J ✓ (Ref. Windsong Phase 5 \ a' M N 89-42'19' E Lot 2 Doc. No. 2019-151785 -. ° j\ o` Conceptual Flood Study, By �d� c`",r� 131.84' Block X Block X 15' Drainage Esmt. Cardinal Strategies, 8/23/19) � `ts` MMON�j w o ' Vl By Sep. Doc. J2019-151782 ?� ,,�61 n 38 � o WAY Lot 3, `\ \ o J+ 1== 136.79'====_ Block X \ �� ^� N80ro317 E - PROP05ED l Erosion Hazardi3S9ss. ��-_�q� - - - o o n'�' WINDSONG RANCH \' \;♦♦ Setback-��'--�, R=134000' -- 1 c1t 69.7fi D=�i°3q 45 y - PHA5E 5A i �� Drainage & Floodway �"�i ` . �135 L=225f15' Easement 134�L -�/ _ L� ; Variable VWdth U.E. 1w� _ --T L31r GL=225.11' L32N Drainage & Floodway - ; � ♦ /� \ ,�/�, � Easement �� ♦ , , , I o ail �°� i i 15 Water Easement + --CIRF 1 i i By Sep. Doc. 12019-151780 f 1/2 (CM) +', ` �� Utility Easement 2 �..'�QjL3 8��` 1/2' CIRF ' �� Doc. No. 2014-115663 25' Soni. Sewer Esmt. ! 40 Utility Esmt. r Doc. No. 2012-108228 Vol. 5423 P . 5985 & -- i Inst. No. 2010-96557 Drainage & Floodway Esmt. BLI -- ---- - -- Doc. No. 2019-271 �� --- ---------- --- --- POINT OF- ---_-- BEGINNING - _ N - -- 7/ �3 ``----- - --- - ---- 15'�- F -- t------------- _ _ - Sanitary Sewer Esmt. `• i , ! By Sep. Doc. 12019-151781 , _ �Q9 S ` 1/2 CIRF 1 L --` ---�' WIND5ONG RANCH - --� s' '�� ' , �. O w THE LAGOON ✓ - `� ---� -- WINDSONG RANCH I f DOC. NO. %� �- �` PHA5E 4E a N 2019-400 DOC. NO. 2019-4& o o m 10' CoSery Esmt 15' Drainage Esmt. '� Doc. No. 2019-271 Doc. No. 2018-353 7�' ° N 00°46'O8" E' p N 20°3�'3f" W , C16.22' Boundary Line Table Line # Length Direction BL1 127.17' N 89*18'29" W BL2 170.28' N 67'25'05" W BL3 212,22' S 7415'21" W BL4 128.38' N 75'23'02" W BL5 83,00' N 00'35'28" E BL6 28.00' N 00'09'43" W BL7 34.60' S 46'30'13" E BL8 60.00' N 89'42'19" E BL9 26,74' N 89'18'29" W Lot Line Table Line # Length Direction L1 14.44' S 45'35'26" E L2 13.84' N 4424'34" E L3 14.44' N 45'35'26" W L4 13.84' N 44'24'35" E L5 21.66' N 45'35'26" W L6 13.56' S 63'31'39" W L7 13.57' N 31'03'24" W L8 14.25' S 44'50'17" E L9 33.18' N 53'54'24" W L10 22.35' N 34'22'38" E L11 124.30' N 11'46'01" W L12 79.60' N 04'25'46" W L13 320.09' N 0017'41" W VP MNP50NO OPERATION5 LLC DOC. NO. 2015-84606 D.R.D.C.T. Boundary Curve Table Curve # Length Radius Chord Chord Bearing Delta BC1 109.55' 330.00' 109.04' N 81'06'34" E 19'01'12" BC2 61.43' 270.00' 61.29' N 78'07'00" E 13'02'05" Lot Curve Table Curve # Length Radius Chord Chord Bearing Delta C6 63.68' 638.79' 63.65' N 72'47'01" W 542'42" C7 58.68' 245.00' 58.54' S 54'58'04" E 13'43'23" C8 115.60' 555.00' 115.39' N 4853'09" W 11'56'03" C9 270.30' 1460.00' 269.92' N 05'35'55" W 1036'28" C10 25.14' 100.00' 25.07' N 84'12'15" W 14'24'10" C11 40.04' 100.00' 39.78' S 88-28'27" E 22-56'34" Centerline Curve Table Curve # Length Radius Chord Chord Bearing Delta C1 55.20' 35.50' 49.80' N 44'50'17" W 89'05'07" C2 86.63' 300.00' 86.33' N 07'58'39" E 16'32'41" C3 76.43' 50.00' 69.20' S 4535'26" E 8734'49" C4 324.37' 400.00' 315.55' N 66'08'59" W 46'27'44" C5 1 398.12' 400.00' 381.89' S 71-25'54" E 57'01'35" Easement Curve Table Curve # Length Radius Chord Chord Bearing Delta C13 40.41' 30.00' 37.42' N 45'40'13" W 77'10'50" C14 59.20' 55.13' 56.40' N 60'52'52" W 61'31'25" 46.15' Easement Line Table Line # Length Direction L25 278.20' S 31'55'53" W L26 15.00' N 58'04'07" W L27 107.76' N 31'55'53" E L28 131.50' S 42'12'32" W L29 171.34' N 4212'32" E L30 137.39' N 31'55'53" E L31 55.18' S 84*12'50" W L32 82.15' S 82'29'21" W L33 17.12' N 07'04'48" W L34 58.78' N 84"115'38" W Rear PrODerty Line m J UJ 0 f- d le 0 Side BL - Front BL Front Property Line STANDARD ICY LOT DETAIL Rear Property Line 25' Rear BL Typ) 1 (20' w/30' Front BL) 1 I— s side E- ar sidB I I semed� o I I o I I if Sdo seb(de I I setlw& I I 21Y, 25' JO Front BL --- Front Property Line STANDARD LOT DETAIL FOR LOT TYPE A. B. C. & D Lot Summary Phase 55 Type A (Min. 8,000 SF) 56 Type B (Min. 9,000 SF) 1 Type C (Min. 10,500 SF) 11 Type D (Min. 12,500 SF) 4 Total 72 PHASE 55 72 LOTS DEVELOPED TO PD-40 STANDARDS 32.529 ACRES (2.25 UNITS/ACRE) AVERAGE LOT SIZE = 9,621 SF Easement Line Table Line # Length Direction L35 52.85' N 78'25'24" W L36 45.71' N 5210'58" W L37 77.44' S 78*29'14" W L38 112.94' S 25'00'35" W L39 100.69' N 85'19'56" W L40 62.34' N 89'16'25" W L41 54.75' N 77'41'00" W L42 44.97' N 59'34'39" W L43 1 54.81' 1 N 35-33'56" W LOCATION MAP / KEY MAP N.T.S. 100 0 50 100 2 111111110 1 inch = 100 ft. LEGEND (Not all items may be applicable) IRE IRON ROD FOUND CIRF CAPPED IRON ROD FOUND CM CONTROL MONUMENT DE DRAINAGE EASEMENT UE UTILITY EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SUE SIDEWALK AND UTILITY EASEMENT- See Note WME WALL MAINTENANCE EASEMENT HE HOA EASEMENT AE ACCESS EASEMENT TPE TREE PRESERVATION EASEMENT (BTP) BY THIS PLAT R.O.W. RIGHT-OF-WAY BL BUILDING LINE H0A HOME OWNERS ASSOCIATION -♦ STREET NAME CHANGE B BLOCK DESIGNATION ® 10'x10' TRANSFORMER EASEMENT ® CLUSTER MAILBOX LOCATION - Per Revised SL * KEY LOT NO DRIVE ACCESS DRDCT DEED RECORDS, DENTON COUNTY, TEXAS PRDCT I PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT I OFFICIAL PUBLIC RECORDS, DENTON COUNTY, EXAS NOTES: 1. Selling a portion of this addition by metes and bounds is a violation of IDwn ordinance and state law and is subject to fines and withholding of utilities ond building permits. 2. 0 All corners are 112 inch iron rods with yellow plastic caps stamped "SPIARS NG RPLS 5252" unless otherwise noted. 3. All development will comply with Town of Prosper PD-40 Requirements. 4. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes nd does not set the alignment. The alignment is determined at time of final plat. 5. All open space areas, Lots 1-3, Block X, to be owned and maintained by the H.O.A. 6. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.3.F. 7. All fences adjacent to open space shall be ornamental metal. 8. Lots 1-3, Block X to be used for sidewalks, trails and landscap ng. Easements for these uses are granted by this plat. 9. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement. 10. This property is subject to the street tree agreement between VP WINDS NG OPERATIONS LLC and the Town of Prosper. 11. Flood plain reclamation subject to engineering approval of flood study, wetlond delineation study, habitat study, and vegetative study at time of Final Plat submitt I. 12. Key Lot fencing restrictions exist on this plat. 13. Structures are not permitted within the tree preservation easement. 14. This plat is subject to the additional residential zoning standards outlined in Ordinance 15-55. 15. Lots siding to the floodplain shall have a 15' minimum side setback adjacent to the floodplain. 16. 25' landscape setback is exclusive of all other easements, with the exception of perpendicular crossings, unless otherwise approved by the Town council. SB0064A G01,S17,C48 52647 A0088A T. BUTTON, TR 4, 13.63AC/PT 52655 A0088A T. BUTTON, TR 1,2,3, 15.8AC/PT 276522 A0962A NETHERLY, TR 6A(1),6B1.56AC/PT --REST OF ACREAGE CAME FROM EXISTING ROW D18-0125 FINAL PLAT 32.529 GROSS ACRES 4.467 ACRES R.O.W. 27.522 NET OUT OF THE T. BUTTON SURVEY ABST. NO.88 L. NETHERLEY SURVEY ABST. NO.962 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 (972) 238-7410 Telephone: (972) 422-0077 Contact: David Blom TBPE No. F-2121 Contact: Matt Dorsett Scale: 1" = 100' November 2019 SEI Job No. 18-182 Sheet 1 Filed for Record in the Official Records Of: Denton County On: 12/1012019 2:58:25 PM In the PLAT Records ININDSONG RANCH PHASE Doc Number: 2019-498 Number of Pages: 2 Amount: 100.00 Ord er#: By: DP STATE OF TEXAS § COUNTY OF DENTON § OWNER'S CERTIFICATE WHEREAS VP Windsong Operations LLC is the owner of a tract of land situated in the T. Button Survey, Abstract No. 88, and the L. Netherley Survey, Abstract No. 962, Town of Prosper, Denton County, Texas, being a portion of a tract conveyed to VP Windsong Operations LLC by deed recorded in 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 stamped "SPIARSENG" found for the northeast corner of Windsong Ranch The Lagoon, an addition recorded in 2019-400 of the Plat Records, Denton County, Texas (PRDCT), and for the northwest corner of Windsong Ranch Phase 4E, an addition recorded in Document No. 2019-48 PRDCT, and a point along the southern line of said VP Windsong Operations LLC tract, a 1/2" iron rod with plastic cap stamped "SPIARSENG" found; THENCE N 89'18'29" W, 127.17 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 67'25'05" W, 170.28 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE S 74'15'21" W, 212.22 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 75'23'02" W, 128.38 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 22'25'39" W, 465.85 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 00'35'28" E, 83.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 00'09'43" W, 28.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 00'35'28" W, 504.11 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" found; THENCE S 89'22'51" E, 1057.64 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE around a tangent curve to the left having a central angle of 19'01'12", a radius of 330.00 feet, a chord of N 81'06'34" E - 109.04 feet, an arc length of 109.55 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE around a reverse curve having a central angle of 13'02'05", a radius of 270.00 feet, a chord of N 78'07'00" E - 61.29 feet, an arc length of 61.43 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE S 46'30'13" E, 34.60 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 89'42'19" E, 60.00 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set on the west line of a right-of-way dedication to the Town of Prosper by deed recorded in Document No. 2017-85071 OPRDCT; THENCE along the west line thereof, the following: S 00'14'21" E, 608.51 feet to a point for corner; S 00'44'54" W, 138.56 feet to a point for corner; S 11'46'01" E, 39.50 feet to a point for corner; A tangent curve to the right having a central angle of 09'39'45", a radius of 1340.00 feet, a chord of S 06'56'08" E - 225.71 feet, an arc length of 225.98 feet to a point for corner; And S 01'43'20" E, 435.24 feet to the most easterly northeast corner of Windsong Ranch Phase 4E; THENCE along the common line thereof, the following: N 28-15'33" W, 46.78 feet to a point for corner; N 20-37'31" W, 96.22 feet to a point for corner; N 00'46'08" E, 67.15 feet to a point for corner; N 71'13'03" W, 510.86 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set; THENCE N 89'18'29" W, 26.74 feet to the POINT OF BEGINNING with the subject tract containing 1,416,954 square feet or 32.529 acres of land. 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 5B 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. improvements or growths shall be constructed or laced upon, over or across th 4. No buildings, fences, trees, shrubs, or other p g p p e 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 some 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 bQs•Q,m b"er 2019. VP Windsong Operations LLC A Delaware Limited Liability Company By. e�-I 4<.Aw David R. Blom, Vice Pfesident 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 same for the purposes and considerations therein expres ed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of �eawl b� h 2019. Notary Public, State of T ,1'p'�e,�� MELISSA BRYSON Notary Public, State of Texas Comm. Expires 09-09-2023 F��6;� Notary ID 132163031 nm 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 3 day of 2019. 0 F T tQF { 4, " ,_ to .,.y DARREN K. BROWN, R.P.L.S. NO. 5252 STATE OF TEXAS § COUNTY OF COLLIN § DARREN K. BROWN 7 _..... T.. _.. _....... _. q 5252 P q- �° S St��":O suR�� dorren.brown® spiarsengineering.com 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the J day ofC'(1 /ti�� 2019. Notary rubTic, State of Texas ACCESS EASEMENT "!!- _-�- 3 4 i �J��PYFWALTER ERIK DAVIS SP ... gn Notary Public, State of Texas �$;•,,,_:+ Comm. Expires 09-24-2022 it", Notary ID 131734284 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, workmen, and representatives having ingress, egress, and regress in, along, upon, and 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 binding on the owner(s) of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance and replacement of landscape materials thereof shall be borne by any 'homeowners' association hereafter established for the owners of 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 elements 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: The Portion of Lot 3, 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 Easement within the limits of this addition, will remain as an open channel at all times and will be maintained by the owners of the lot or lots that are traversed by or adjacent to the drainage courses in the Drainage and Floodway Easement. The Town will not be responsible for the maintenance and operation of said 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 within the Drainage and Floodway Easement or the natural drainage channels, as 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 which would result in unsanitary conditions or obstruct the flow of water, and the 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 shown on the plat. Lot Area Table Lot # Block # 5quore Feet Lot Type 1 B 13,250 C 2 B 12,311 C 3 B 13,312 C 4 B 8,659 A 5 B 8,008 A 6 B 8,008 A 7 B 8,008 A 8 B 8,015 A 9 B 8,119 A 10 B 8,654 A 11 B 9,566 A 12 B 11,177 A 13 B 9,554 A 14 B 8,008 A 15 B 8,008 A 16 B 13,766 D 17 B 13,775 D 18 B 8,014 A 19 B 8,739 A 20 B 11,316 A Lot Area Table Lot # Block # 5guare Feet Lot Type 21 B 10,421 A 22 B 9,543 A 23 B 8,892 A 24 B 8,290 A 25 B 8,008 A 26 B 8,008 A 27 B 8,365 A Open Space Area Table Lot # Block # Acres 1 X 0.325 2 X 0.723 3 X 11.262 Lot Area Table Lot # Block # 5cluore Feet Lot Type 25 A 13,300 D 26 A 12,162 C 27 A 12,300 C 28 A 12,439 C 29 A 12,577 C 30 A 14,137 D LIEN HOLDER: Lot Area Table Lot # Block # 5gyore Feet Lot Type 1 G 10,500 A 2 G 8,425 A 3 G 8,040 A 4 G 8,008 A 5 G 8,008 A 6 G 8,008 A 7 G 8,008 A 8 G 8,008 A 9 G 8,008 A 10 G 8,008 A 11 G 8,008 A 12 G 8,008 A 13 G 8,008 A 14 C. 9,058 A 15 G 13,312 C 16 G 12,311 C 17 G 13,312 C 18 G 10,534 B 19 G 8,008 A 20 G 8,008 A TEXAS CAPITAL BANK, NATIONAL ASSOCIATION i �W-49- � �l IN .. . STATE OF TEXAS § COUNTY OF HARRIS § El. ®0 Elm ®0 ® Elm mIMENIMME. ®o 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 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the % day of �C�c /nE��,e 2019 `ptiPpY P4164'. JENNIFER OROURKE Notary Public, State of Texas N ary Pub ic, State of Texas .4 Comm. Expires 05-05-2023 Notary ID 130214187 CERTIFICATE OF APPROVAL n Q Approved this L� day of tv L 0� �U by the Planning & Zoning Commission of the Town of Prosper, Texas. Development Services Department D18-0125 FINAL PLAT 32.529 ACRES OUT OF THE T. BUTTON SURVEY APST. INTO.88 L. NETHERLEY SURVEY APST. NO.962 TOWN OF PROSPER DENTON COUNTY, TEXAS OWNER / APPLICANT VP WINDSONG OPERATIONS LLC 2242 Good Hope Road Prosper, Texas 75078 Telephone (972) 238-7410 Contact: David Blom ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Matt Dorsett Sheet 2 Filed for Record in the Official Records Of: Denton County On: 12110/2019 2:58:25 PM In the PLAT Records WINDSONG RANCH PHASE Doc Number: 2019-498 Number of Pages: 2 Amount: 100.00 Order#: By: DP December 2019 SEI Job No. 18-182 0 0 a 3 0 STATE OF TEXAS § COUNTY OF DENTON § OWNER'S CERTIFICATE BEING two tracts of land situated in the T. Button Survey, Abstract No. 88, Town of Prosper, Denton County, Texas, the subject tracts being all of Lot 31, Block A, Windsong Ranch Phase 5B, an addition to the Town of Prosper recorded in Doc. 2019-498, Plot Records, Denton County, Texas (PRDCT); and being all of Lot 1, Block B, Windsong Ranch Phase 5B, an addition to the Town of Prosper recorded in Doc. 2019-498 (PRDCT); being a portion of a tract of land conveyed to VP WINDSONG OPERATIONS LLC by deed recorded in Doc. 2018-84666 of the Official Public Records, Denton County, Texas (OPRDCT), with the subject tracts being more particularly described as follows: LOT 31R, BLOCK A: BEGINNING at a 1/2" iron rod found at the southeast corner of said Lot 31, Block A; THENCE N 89'22'51" W, a distance of 207.48 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG",- THENCE N 00'40'12" E, a distance of 82.99 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG", THENCE S 89'20'04" E, a distance of 158.73 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG"; THENCE S 01'48'01" E, a distance of 16.05 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG"; THENCE around a tangent curve to the left having a central angle of 66'32'58", a radius of 74.98 feet, a chord of S 35'04'30" E - 82.28 feet, an arc length of 87.09 feet to a 1/2" found iron rod with plastic cap stamped "SPIARSENG" for the POINT OF BEGINNING, with the subject tract containing 14,140 square feet or 0.325 acres of land. LOT 1 R, BLOCK B: BEGINNING at a 1/2" iron rod found at the southeast corner of said Lot 1, Block B; THENCE N 89'22'51" W, a distance of 135.13 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG"; THENCE N 45'35'26" W, a distance of 21.66 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG"; THENCE N 01'48'01" W, a distance of 74.08 feet, to a 1/2" found iron rod with a plastic cap stamped "SPIARSENG"; THENCE S 89'22'51" E, a distance of "SPIARSENG"; 150.13 feet, to a 1/2" found iron rod with a plastic cap stamped THENCE S 01'48'01" E, a distance of "SPIARSENG" 89.08 feet, to a 1/2" found iron rod with a plastic cap stamped for the POINT OF BEGINNING, with the subject tract containing 13,250 square feet or 0.304 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 II day of FF�f/14(�.�% 2020. �G`sT Al DARREN K. BROWN DARREN K. BROWN, R.P.L.S. NO. 5252 5252 aP Q 9ti0 S U R`I EEO dorret.brown® sp'Iarserigaeering.com 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of "Ve-( 2020. WV� Notary Public, State of Texas WAUTER ERIK DAVIS oa Notary Puhlfc, State of Texas try Comm. Expires 09-24-2a22 Notary1D 131734284 A� 1/2" CIRF CM 3 5 SUE 2019/498 1/2" CIRF -.4 40' T.P.E. TO BE REMOVED BY THIS PLAT 1/2" CIRF J1 Min. 31 R� FFE=569.35 15' BL 10' UE - S 01'48'01" E 16.64'--�/ "Now =MWE 15' Drainage Esmt. Doc. #2019-151782 � 1/2 CIRF POINT OF CM BEGINNING Variable width--- _- D.E.2019/498 ROUNDTKEE PRIVE 1/2" CIRF (50' _R.O.W.) CM POINT OF - - BEGINNING - 100-Year Floodplain (Ref. Vindsong Phase 5 Conceptual Flood Study, By N®e Cardinal Strategies, 8/23/19) Drainage & Floodway Esmt. Doc. #2019-498 /► 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 5B, BLOCK A. LOT 31R AND BLOCK B, LOT 1R 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 some 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 Ll day of I,t 2020. VP Windsong Operations LLC A Delaware Limited Liability Company 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 same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 1 day of 2020. MELISSA BRYSON Notary Public, State of Texei Comm. Expires 09-09-2023 Notary ID 132163031 000 LOCATION MAP / KEY MAP N.T.S. Lot ✓ummary Type A (Min. 8,000 SF) 0 Type B (Min. 9,000 SF) 0 Type C (Min. 10,500 SF) 2 Type D (Min. 12,500 SF) 0 Total 2 2 LOTS DEVELOPED TO PD-40 STANDARDS 0.629 ACRES (3.18 UNITS/ACRE) AVERAGE LOT SIZE - 13,692 SF Rear Property Line 125 Rear BL Typ. I I _F 1(20' w/W Front BL)) 1 I---e say I--rr sm. s I I o I I o I I o semarx I I sem°d` I I _ 2tY, 2s' a �' Front BU --- �- � - �sUE_ 1- Front Property Line STQ�►RD LOT MMML FOR LOT TYPE A. M a & D Rear Property Lfne 0 c UEN HOLDER: TEXAS CAPITAL BANK, NATIONAL ASSOCIATION $ w O of c By p sxk Ill.= Frmt 11 U. Debi England, Sr. Vice resident 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 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the /0' day of 2020 JENNIFER OROURKE N ry Public tote ofTexas =_� _Notary Public, State of Texas Comm. Expires 05-05-2023 Notary ID 130214187 CERTIFICATE OF APPROVAL Approved this _1*) day of V ar C?CG6 by the Director of Development Services of the Town of Prosper, Texas. FkCi( / Development Services Department b �y �- -790 ` '1r,f111W. SB0064A - G019 S179 C48 DAW Front Property Line 40 0 20 40 81 1 inch = 40 ft. Basis of bearing: State Plane Coordinate Systerr North Texas Central Zone 4202, North American Datum of 1983. Adjustment Realization 2011. LEGEND (Not dl items may be applicable) ff IRON ROD FOUND aRF CAPPED IRON ROD FOUND CM CONTROL MONUMENT DE DRAINAGE EASEMENT UE UTILITY EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SUE SIDEWALK AND UTILITY EASEMENT - See Note 9 WME WALL MAINTENANCE EASEMENT HE HOA EASEMENT AE ACCESS EASEMENT TPE TREE PRESERVATION EASEMENT (BTP) BY THIS PLAT R.O.W. RIGHT-OF-WAY BL BUILDING LINE HOA HOME OWNERS ASSOCIATION -400, STREET NAME CHANGE BLOCK DESIGNATION ® 10'x10' TRANSFORMER EASEMENT ® CLUSTER MAILBOX LOCATION - Per Revised SUP k KEY LOT NO DRIVE ACCESS DRDCT DEED RECORDS, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS CPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, T NOTES: 1. Selling a portion of this addition by metes and bounds is a violation of To ordinance and state law and is subject to fines and withholding of utilities a building permits. 2. 0 All corners are 1/2 inch iron rods with yellow plastic caps stamped "SPIARS EI RPLS 5252" unless otherwise noted. 3. All development will comply with Town of Prosper PD-40 Requirements. 4. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordirron Section 9.3.F. 5. No transformers or utility pedestals shall be allowed in the sidewalk and util easement. 6. This property is subject to the street tree agreement between VP WINDS01 OPERATIONS LLC and the Town of Prosper. 7. Key Lot fencing restrictions exist on this plat. 8. This plat is subject to the additional residential zoning standards outlined in Ordinan 15-55. 9. All fences adjacent to open space shall be ornamental metal. 10. Lots siding to the floodplain shall have a minimum 15' side setback adjacent to tl floodplain. Boundary Line Table Line # Length Direction BL1 207.48' N 89'22'51" W BL2 82.99' N 0040'12" E BL3 158.73' S 89'20'04" E BL4 16.05' S 01'48'01" E BL5 135.13' N 89'22'51" W BL6 21.66' N 45-35'26" W BL7 74.08' N 01'48'01" W BL8 150.13' S 89-22'51" E BL9 1 89.08' 1 S 01'48'01" E Lot Area Table Lot # Block # 5quore Feet Acreoge Lot Type 1R 5 13,250 0.304 C 31R A 14,140 0.325 C Boundary Curve Table Curve # Length Rodlus Chord Chord Bearing Delto BC1 87.09' 74.98' 82.28' S 35'04'30" E 66'32'58" THE PURPOSE OF THIS AMENDING PLAT IS TO REMOVE THE TREE PRESERVATION EASEMENT FROM LOT 31, BLOCK A AND LOT 1, BLOCK B. D20-0008 AMENDING PLAT WINDSONG RANCH P1HASE 51B IBLOCK A9 LOT MR & BLOCK iD ®P 0.629 ACRES OUT OF THE 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 7SO75 Telephone (469) 532-0681 Telephone: (972) 422-0077 Contact: David Blom TBPE No. F-2121 Contact: Matt Dorsett Scale: 1" = 40' February 2020 SEI Job No. 18-182 Filed for Record in the Official Records Of: Denton County On: 2/27/2020 4:09:07 PM In the PLAT Records WINDSONG RANCH PHASE 56 Doc Number: 2020-83 Number of Pages: 1 Amount: 50.00 Order#: By: CC