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SB0031A60 0 30 60 1 1 inch 60ft. NIT Good t= JJOpe cc c6metery 1/2' ff 7.7 MNr?50N(5 KANCH FHA5F_.3A 4-f 4 Roc 'tc sscou R7' Boundary Line Table I 332" W S 89*5' BL2 50.00' S 74*03'25" E 6- -.5-6-' S 12*36151 " W 1/2' IRF 60, Drainage & Roadway Min. FF=,W.7 Esmt. 1/2' IRF Lot 3, Block X 1/2' IRF 13 Variable Width Street Easement Doe. No. 2015-28916 14 _9�t SKI �OA�D "L 67 6 To Be Abandoned By This Plot lu 4 15 Z I . fmsc # S� ;I_t / /,V I .2 f IRF .25' r"�IA 16 (0 14r 1/2 _Zt IF- ay 0. r2* /7- 13 t ti 92,89, .66' 4- Lot 2, .6c 14 13L /I I, I tx, 11 60.00, to " - ilock X 2y 64. ol 15 & ­5 16 LOCATION MAP 4. fl, __Z11-1 t NTS Atv - - 64,60 8 -.1- - - - 1 1! 3.94' 15' Wliter,-Ensement .47 -L J0, I I Doc, No. 2015=28918 / 7r- - 64.43 67.18, L To Be Abandoned By This Plat L ~58�.48' f 18 ;-. .8; 1 * . L, 25. 1�0 17 2. 7--- <.6 19 4- 11 / lot Sz? D.F -�:_ I I 50,79 20 3 !.-tit 20' Sanitary Sewer Easement N80 'W -56405 21 zz, ��'47 Doc. No. 2014 5� 60. Z (Hatched Portion To Be 22 25 82,73' N 87*4V45' W Abandoned By This Plat) 132-24 .35. 30, co Z 24 C? P-310 f 18 16' rL11 in C_ CO 17 1 1.82' 1 CIV 25' 1 .58, 25 91 > 26 -130.00, I ICY> 82. 130 16.20 .10, 1 '27 W 5LOCK A, LOT 5rf 1 ld. 0 C ✓t 70 10 .12 19 WE6TFORK CRO56ING APPI71ON co 62.72, _!�17 3,97, /-1037 > DOC. NO. 2012-95 16 1 62. > 3 1 F. F, r, C. T. 5 I 71- - - - - - 7' Z WN 0. N 85*01*57, 4 / < 20 1 tt on 15 3 t I 7.46' 40 2 A W 73 39'00N 87`09*26" W in 7 s- 7 A-� 10, ie-8 St C> 14 21 Cq 0 _20' __J 11.6 _1,39� 46' 6.80, 8.35' 73�$6" - 4J5 - - - - - - 129.12 1- - - - - - - - - 743j, IL - 4 74' 100 Year Fully Developed _PtlitlyE N 8916*56" W Z:4_J - �Q 1 1/2- IRS Floodplain Line Per Flood /4� 4.69' _;'\4 c1i; J Study Letter Report By 8 47. CI I -.e 43.2 Aquo-Terro Engineering 22 N895332'E Consultants Dated May 20, 2014 - I --- I >.;� I C; LO 12; -139 42' .00, ---------- t 7574" 56-42 01) S 895332' W 814' 25' Landscape Lai Z:S/ - & Open Space 12 9 Lot 2, Block X 25' 25' R41 i 23 I� 130,00 -13969l co: 0, 7779 42'iS r S76 L©t 5, - - - - - - 120.00 1- - - - - - - - - t Block X 13 co 51Y Private Access & �2 I S �90-00'w W Utility Esmt C91 co CO 10 Cn M 1,6 '24 L17 5' Hike & Bike 11 '6' Hilt!e' & Bike rt L - Troil Esmt 15' 8L 2V 1 25' 25 25' 1 il Esmt 15' BL _10"llE7 - I I pt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .268.94' 82.88' Jui - - - - - - - - - - - - - - - - - ­ 122.66' - - - - - - - - - - - - - - - - 141.33 1- - - - - - - - - - _�, @ 15' DE .......... C�> S 89*59'56* W 296.17' 303.94' LCCK%Mr> DIUM 10' DE By Separate Doc. L21 - - - - - - e cl-)l 17 N891f17*E 600.11' C19 C2 L16 1_19�, C18 10D.11' 61 S90*00,00"w k \7.2 "' I I 1 1 61.55' 61.55 7' - - 45.80 - _,F - - 1 67.00' 61.55' 6 .55, 1 61 .5 �5 - - - - - - - - - - - 56T 5 15 - - - - - - - - - - - - - - -- -�7 - - IT fo tTE 20! BL DE 5' UE 12 4- - 20' OIL 25' Bil 25' K 5 DE 30' 9L BL AZ, BL 104.79 - - - - - - - Lot 6, 20' Sanitary Sewer Easement Block X Document No. 2012-93cx CIR 3 ,5 PRD.C.T. 10 9 8 1, Q 7 6 CN 4 2 C=- P3 �N �N cl� Lot 4, U") C) -. -> C> C> Block X cli E-D Mh co " Min, ff=546.5 Min, fF=W.9 i Min, FF=547.2 I ff=547.7 i Min. ff=548.2 i Min. FF =,W. 6 1 Min. F=5491 Min. FF=549.5 i Min. fF=550.0 i Min. FF=&%.6 i Min. FF=551.0 Min. ff--551.4 to Drainage & Floodway 11 V, - - - - - - - - - - - - - - - - -- Lot I, Z: 1/2' IRS L23 Block X 61.00' 61,00' 67.W 61.55- 61.55' 61.55' 61.55 61.55tq) 61.55 '35.02' 26.531'r �61.55'_ 1 _611.55' 1/2- IRS AP (11�1 100 Year Fully Developed _0 Floodplain Line Per Flood Study Letter Report By BLOCK A. LOT 5 Aquo-Terro Engineering WF-OTFORK CROSOINO APPIT10N Consultants Dated May 20, 2014 A- 4V 4- =I VUL,. NV. ZV4Z %'10 F.K.P.C.T. I Boundary Curve Table 2155.00 S 76*44'50" E 1 7*01'04" BC2 329.89' 1 1845.00 329-45' S 79-57'19" E 10-14-41 BC3 355.26' 1600.00' 354�53' 1 S 06'15'12" W 12-431;�, Ir s.R � mo, J. 5ALING 15UKVEY A55T, NO. 1675 Rear Property Line 25' Rear BL (Typ) (20' w/30' Front BQ 14' Side 14l Side Setback Setback 1/2- IRF t 3' Drainage, Access S 01*29'39" 1879.17' W, andMaintenance to a PK noil Ind. (Cy} Easement in'( 0 3' Drainage, Access 1/2" IRS t t and Maintenance Easement 2' Drainage, Use, 2' Drainage, Use, -Maintenance and-`J -11-1 Maintenance nnd---- Fence Easement I I Fence .Easement I 1 120', 25' & 30' Front BL II II =WAM Front -"'Property Line LQI LM 0 IINWAI 1101.82'± N15*51'46W TO THE NE CORNER OF P. BARNES SURVEY ABSTRACT NO. 79 hW 0 Rear Property Line Front Property Line Aqwl__LQT_�� M NOTES: 1. Notice: Selling a portion of this addition by metes and bounds is 0 violation of Town ordinance and state low and is subject to fines and withholding of utilities and building permits. 2. All corners are 1/2" iron rods with yellow plastic cops stompec, "SPIARSENG RPLS 5252" unless otherwise noted. 3. All development will comply with Town of Prosper PD-40 Requirements, 4. All open space areas, Lot 1-6, Block X, to be owned and maintained by the H.O.A. 5. Lots 1-6, Block X, to be used for amenities, sidewalks, trails, and landscaping; Easements for these uses are granted by this plat. 6. Fences adjacent to open space shall be ornamental metal. All other fencing shall be constructed of cedar, board on board, with a too rail, and shall be supported with galvanized steel posts. A common fence stain color shall be established. 7. Total amount of ROW dedicated 48,401 SF, 1.111 Acres. All ROW dedicated to Town Of Prosper in fee simple. 8. This property is not subject to the street tree agreement between TV Q Texas 1, LLC and the Town of Prosper. 9. Gee Road exists by prescriptive right-of-way, and is to be abandoned and re-routed by this plat. 10. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.31. Iron Rod Set Iron Rod Found eL Building Line Setback R.O.W. Right Of Way DIE Drainage Easement S.S.E. Sanitary Sewer Easement WE Water Easement U.E. Utility Easement S.U.F- Sidewalk & Utility Easement H.O.A. Home Owners Association W.M.E Wall Maintenance Easement Control Monument Outside Town Limits Street Name Change Denotes Lot Frontage To Street Visibility, Access & Maintenance Easement 91 1O`x1O' Transformer Easement Indicates f Side Setback P.R,D,C,t PlatRecords, Denton County, Texas O.P.R.D.C.T.Offidlol Public Records, Denton County, Texas 'Min. fF Minimum Finished Floor L11 L-t 55-7- -1 Z _- I 'i C. C 10 - 7 c t t4 f5 c,- n a i E T r2_ a -; C 7 3 A C A\-, Ll - FINAL PLAT main) I 1A I MOMS 01 l=il"Nalre a 20-092 Acres Out Of The P. BARNES S URVEY - ABSTRACT No. 79 ABSTRACT No.147 J. SALING SURVEY - ABSTRACT No. 1675 TOWN OF PROSPER DENTON COUNTY, TEXIIS Sheet I of 2 OWNER / APPLICANT TVG TEXAS 1, LLC 54 LOTS DEVELOPED TO PD-40 STANDARDS 2242 "10ou Hope noad Prosper, Texas 75078 20.092 ACRES (2tt:69 UNI%ACRE) Telephone (469) 532-0681 Filed for Record in the Official Records Of: AVERAGE LOT SIZE = 9.1 0 SF Contact: David Blom Denton County Lot Ou m,mary Phalee, On: 7125/2016 2:28:28 PM in the PLAT Records _ZjA-2 ENGINEER / SURVEYOR Windsong Ranch PH 3A 2 Type A '(Min. 8,000 SF) 45 Spiars Engineering, Inc. Doc Number: 2016-2058 Type B (Min. 9,0,00 SF) 9 765 Custer Road, Suite 100 Piano, TX 75075 Number of Pages: 2 Amount: loom Type C (Min. 10,500 SF) 0 Telephone: -(972) 422-0077 Order#: By: JR Type D (Min. 12,500 SF) 0 TBPE No. F-2121 Contact: Matt Dorsett Total 54 Scale:l" = 60, July, 2016 SEI Job No. 14-008 STATE OF TEXAS § COUNTY OF DENTON § OWNER'S CERTIFICATE BEING tract of land situated in the M.E.P. & P.R.R Survey, Abstract No. 1476, the J. Saling Survey, Abstract No. 1675,and the P. Barnes Survey, Abstract No. 79, Town of Prosper, Denton County, Texas, the subject tract being a portion of a tract of land conveyed to TVG Texas 1, LLC, according to the deed recorded in Document No. 2012-59927 of the Deed Records, Denton County, Texas, the subject tract being more particularly described as follows; BEGINNING at an X-CUT set on the centerline of Future Gee Road and along the south line of said TVG Texas I tract; THENCE, S 89*53'32" W, a distance of 60.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set; THENCE, S 89'00'13" W, a distance of 390.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set, THENCE, S 89-55'33" W, a distance of 645.33 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set; THENCE, N 12-39'45" E, a distance of 994.23 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE, S 77*20'15" E, a distance of 154.26 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE around a non -tangent curve to the right having a central angle of 07*01'04", a radius of 2 155.00 feet, a chord of S 76*44'50" E - 263.78 feet, an arc length of 263.95 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE, S 74-0325" E, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE around a non -tangent curve to the left having a central angle of 10*14,41", a radius of 1,845.00 feet, a chord of S 79*57'19" E - 329.45 feet, an arc length of 329.89 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE, S 77*23'09" E, a distance of 152.89 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found; THENCE, S 12*36'51" W, a distance of 62.56 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set; THENCE around a tangent curve to the left having a central angle of 12*43'19", a radius of 1600.00 feet, a chord of S 06*15'12" W - 354.53 feet, an arc length of 355.26 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set; THENCE, S 00*06'28" E, a distance of 349.96 feet, to the POINT OF BEGINNING with the subject tract containing 875,200.11 square feet or 20.092 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That TVG TEXAS 1, LLC, acting herein by and through its duly authorized officers, does hereby certify and adopt this plot designating the herein above described property as WINDSONG RANCH PHASE 3A-2 on addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. TVG TEXAS 1, 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 plot. 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 plot and approved by the Town of Prosper. This plot approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas. WITNESS, my hand, this the Itqh- day of (4,1 1 2016 0 TVG TEXAS 1, LLC. A Texas Limited Liability Company By. BP-Terro Verde Investors, LLC A Delaware limited liability company, Its Sole Member By. Terra Verde BP Manager, LLC A Delaware limited liability company, Its Managing Member B Y. D. Cr ciK Martin Title: Manoier Address: 2242 Good Hope Road Prosper, Texas 75078 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 D. Craig Martin, 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 YY_ HAND AND SEAL OF OFFICE this the LL_Y� day of 1414 4 2016 CERTIFICATE OF APPROVAL Approved this day of by the Planning & Zoning Commission of of P&O 'fanning & Zoning CoimmissioAe Town Secretary Engineering Department 00 Ile 0 �0 11 40� % 0Mlt Development Services Depart t I V N , 't, 7 SURVEYOR'S CERTIFICATE That 1, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plot 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 2016. OF < S T DARREN K. BROWN, R.P.L.S. NO. 5252 DARREN K. BROWN 5252 1P op SURE Rq U 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 some for the purposes and considerations therein expressed and in the capacity therein stated. 101 GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 1*4-1 day of 2016. JOY GBRIEN Po- My Notary ID # 125223981 Notary lic, ate of Texas Expires March 1, 2020 J QRAINAQE AND FLOODWAY EASEMENT This plot 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 plot 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 ore 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 plot. The minimum floor elevation for each lot shall be as shown on the plot. The area or areas shown on the plot as "VAM" (Visibility and Maintenance) Easement(s) are hereby given and granted to the Town of Prosper (Called "Town"), its successors and assigns, as on easement to provide visibility, right of access, and maintenance upon and across said VAM Easement. The Town shall have the right, but not the obligation, to maintain all landscaping within the VAM Easement. Should the Town exercise this maintenance right it shall be permitted to remove and dispose of any and all landscaping improvements, including without limitation, any trees, shrubs, flowers, ground cover, structure, and/or fixtures. The Town in its sole discretion may withdraw maintenance of the VAM Easement at any time. The ultimate maintenance responsibility for the VAM Easement shall rest with the property owner(s), No building, fence, shrub, tree, or other improvements or growths, which in any way endanger or interfere with the visibility, shall be constructed in, on, over, or across the VAM Easement. The Town shall also have the right, but not the obligation, to add any landscape improvements to the VAM Easement, to erect any traffic control devices or signs on the VAM Easement and to remove any obstruction thereon. The Town, its successors, assigns, or agents shall have the right and privilege at oil times to enter upon the VAM Easement or any part thereof for the purposes and with all rights and privileges set forth herein. TEXAS CAPITAL BANK, NATIONAL ASSOCIATION B Y. Debi England, Sr. Vic 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 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 of 2016 QUEENWEEKES 0 Nototy PuNic, state of Texas Comm. Expires 05-06.2018 Notary Public, State of Texas Notary ID 124894650 Lot Area Table Lot # i Biock # 5ciuore Feet Lot Tu e 1 A 8,141 A 2 A 8,204 A 3 A 8,232 A 4 A i 8,214 A 5 A 8,191 A A I 8,167 A 7 A 8,144 A 8 A 8,121 A 9 A 8,097 A 10 A 8,787 A 11 A 8,023 A 12 A 9,321 A 13 A 8,065 A 14 A 8,084 A 15 A 8,104 A 1E A 9,611 Lot Line Table Line # Length Direction 1_3 13.67' S 46*47'01 " W L4 14.011 N 44*54'28" W L5 14.23' N 61 *21'19" E L6 14.14' S 45*06'28- E L7 14.16" N 45*03'14" W L8 i 14.12' N 29'54'20" W L9 13.96' S 60*55'06" W L1 0 14.25' S 45'00'43- W L11 12.680 i N 39*4548" . . ...... .... ... W Ll 2 14.17' N 53*21'26" E Ll 3 14.26' S 36-03'26" E Ll 4 14.24' S 45*16'52" W _11­5 =10-50' N 90*00'00" E Ll 6 61.49' S 90-00'00" W Lot Area Table Lot # Block # Sqvore Feet I Lot Type 13 B 9,052 B 14 B 8,455 A 15 5 I 8,148 A 16 B�I 10,431 I A 17 # F3 I 17.547 6 18 8,699 A 19 B 8,437 I A [:L2O =J5 8,437 A 21 5 1 8,432 i A 22 B 8,072 A 23 j 5 8,169 A - ------4- 24 1 B I 8,230 A Lot Area Table Lot # Block # 5quoro Feet, Lot Type 11,060 B 2 I G 9,067 A 3 0 9,067 A 4 9,067 A 5 11,234 B 6 G 19,237 B 7 10,101 A 8 G 9,027 A 9 C, 9,284 Io" A 10 C J 11,659 B 11 10,667 I B_ 12 C l 8,030 A 13 C 8,036 i A 14 0 8,055 A 15 C, 8,055 A 16 C, 8,041 A Centerline Curve Table Cvrve # Length Rodius Chord Chord Bearing volto C1 73.38' 500.00' 1 73.32' S 85*47'44" E 8*2433" C2 117.82' 1200-00' 117.78' N 87'3657" W 5*37'32" C3 62.88' 35.50' 54.97' S 39*41'17" E 101 *2853" C4 468.59' 3000.00' 468.11' S 15*31'39" W 8*5658" C5 115.78' 600.00' 115.60' N 14*28'27" E 11 *03'21 C6 55.44' 35.50' 49.97' S 53*41'00" W 89*28'26" C7 290.50' 2000.00' 290.24' N 77-25'08' W­ 8-19'20" C8 29.99' 2000-00' 29-99' S 73*41'14" E 0*51'33" C9 226.18' 2000.00' 226.06' 1 S 77*21'24" E 6*2847" C10 305.45' 1840-00' 305.09' S 04*3853" W 9*30'41 C11 C12 52,08' 279.71' 300.00' 2320.00' 52-02' 279.5� S 85-08'03- E tlS 76-42725" E 9-5648- 6*5428" C1 3 169.07' 2738.95' 169.04' S 15*33'01" W 3*32'12" C1 4 t 75.92' 300.00' 75.71' S 06*49'15" W 14*29'57" Lot Curve Table Curve # Length Rodivs Chord Chord Bearing pelto C15 51.90' C1 6 l 8.84' 265.50' 3.00' 51.82' 5.97' S 84*2359" E S 05*36'01" W 11'12'03" 168*4757" 17.28' 5.50' 111 179*5955" Centerline Line Table " t�Line # Length Length Direction L1 21.17- S 54*17'15" W L2 21.1 (Y I S 28*08'11" E Lot Area Table Lot # 51ock # 5cpora Foot Lot Tupc 17 C 9,743 A 18 C 9,852 B 19 r, 8,121 A 20 0 8.121 s A 21 I 0 8,100 A 22 0 8,004 A 23 1 0 l 8,104 1 A 24 G l 8,084 A 25 0 8,065 A 26 C, 9,900 B Open Space Area Table Lot *$ i E3;ock # l Acres 1 X 0.047 2 X 0.386 3 X 1.300 4 X 0.556 5 X 1.377 6 X 0.015 Easement Line Table Easement Line Table Line # Length I Direction Line, # Length Direction Ll 7 31.19' N 77*20`15" W L33 26.75' N 68*24'52" E Ll 8 30.'20' N 77*20'15" W L34 20.60' N 42*32'20" E Ll 9 69.17' N 89*3423" E L35 105.78' N 16'20'28- E L21 L22 L23 L214 54.33' N 200,93' N 5,00' N 117_V�1 117.17' N 89*34'23" 12*39'45" 77*20'15" 12*3945" E E W E L25 34.85' S 33*38'29" E L26 37.02' S 24*49'15" E L27 31.22' N 33*40'33" E L28 183.07' N 25*40'32'-' E L29 70.17' N 14*10*21" E L30 91.97' N 10*02'20" E L31 i 31.19' N 26*40'30" E " L13L2�6,�08' �N59-2�133"E FINAL PLAT 20.092 Acres Out Of The P. BARNES SURVEY - ABSTRACT No. 79 M. E.P. & P. R.R. SURV EY - ABSTRACT No. 147 J. SALING SURVEY - ABSTRACT No. 1675 TOWN OF PROSPER DENTON COUNTY, TEXAS OWNER / APPLICANT TVG TEXAS 1, LLC 2242 Good Hope Road Prosper, Texas 75078 Telephone (469) 532-0681 Contact: David Blom ENGINEER/ SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Piano, TX 75075 Telephone: (972) 422-0077 TBPE No. - 2121 Contact: Matt Dorsett July, 2016 SEI JobNo.14-OOV Sheet 2 of - Filed for Record in the Official Records Of: Denton County On: 712512016 2:28:28 PM In the PLAT Records Windsong Ranch PH 3A 2 Doe Number: 2016-2058 Number of Pages: 2 Amount: 100.00 Order#: of Texas