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FP P&Z/FPA 101812NORTH LOT CURVE TABLE LOT LINE TABLE ROADWAY CURVE TABLE ROADWAY LINE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD LINE BEARING LENGTH CURVE DELTA RADIUS TANGENT LENGTHI CHORD _ LINE BEARING DISTANCE Gs �y C1 284'1149" 60.00' 46.71' 297.61' N30'06'31 "W 73.72' Ti N49'08'49 "E 13.94' CO 90'00'00" 45.00' 45.00' 70.69' N46'52'10 "W 63.614' T11 S16'35'35 "E 21.20' v� C2 21'105$" 14.00' 2.62' 5.18' N78'36'05 "W 5.15' T2 S43'31'1 6 "E 13..61' C7 14'43'25" 250.00' 32.30' 64.24' S09'13'52 "E 64.07' T12 S16'35'35 "E 25.00' RIDGE C3 83'0051" 14.00' 12.39' 20.28' N49'18'00 "E 18.56' T3 S41 *15'24 "W 14.00' C8 11'2842" 250.00' 25.13' 50.08' N67'4004 "E 50.100' T13 NOO'48'26 "E 30.00' C4 156'21`00" 60.00' 286.58' 163.73' N4'42'16 "E 117.45' T4 N43'06'54 "E 14.25' C9 11'28'42" 250.00' 25.13' 50.08' N67'40'04 "E 50.110' , . , . n , , n a s n , , " C5 12652"12" 50.00 100.00 110.71 N65'18'1 6 W 89.44 T5 N28'55 40 E 14.27 C10 1 T24 01 250.00 38.26 75.92' N82'06'26 E 75.83 Cq SITE C14 104'54`29" 10.00' 13.01' 18.31' S70'33'22 "W 15.86' T6 S59'42'1 7 "E 14.29' C11 14'43'25" 250.00' 32.30 64.24' S09'13'52 "E 64.07' r' LOCATION C15 143'28'22" 24.00' 72.65' 60.08' N1 4'43'48 "E 45.58' T7 N79'54'51 "W 35.00' C12 18'31'54" 250.00' 40.79' 80.86' S07'23'47 "W 80,51' C16 104'54'29" 10.00' 1 13.01' 18.31' 1 S41'05'46 "E 15.86' T8 S61 *35'35"E 14.1,V C13 1429'14" 250.00' 31.78' 63.21' S09'25'08 "W 63.04' GRAPHIC SCALE A C17 6'44'39" 236.00' 13.91 27.78'. S1 4'43'48 "W 27.76' T9 S28'24025 "W 14.14' 60 30 0 60 pEN�pN CRFF�f T10 S36'45'20 "W 14.00' ( IN FEET ) LOCA11ON MAP 1 inch = 60 ft. NOT TO SCALE BLOCK E LOT 1X I CITY OF LEWISVILLE FOR LANDSCAPE, SCREENING AND SIDEWALK PURPOSES -- A=43'42'44" LAKE VISTA DRIVE 5/8" IRF W/ YELLOW CITY OF LEWISVILLE T= 246.68' 15' UTILITY EASEMENT (EX, 70' RIGHT -OF -WAY) PLASTIC CAP STAMPED RIGHT -OF -WAY R =61.5.00' CABINET F, PAGE 271 "CARTER & BURGESS, L= 469.20, M.R.D.C.T. S88'0T50 "W 404.35' . . ., 15' 8.41' 4.81' ?- 6.46' ChB= N70*00'48'�Vi S1 5210E _ 65.88' _ _ 143.77. 5.89' ChD =457.90 AX_ O 8X 12X 75 00' 0 77.43'- cs ,`N \ 130.05' C14 190 4 , ZZ::::5 COTSWOLD LANE T\ 1 ° 11 25 w 1 X 3 >= lox S88'0T50 "W � 0 18!36_ p4, � � 90>8• � S8$'07'5o„W 87.43' 8.00 - _- - BLOCK A LOT 1X 12.57 t� - - N88'07'50 "E - - TN8$'0T50 "E 0 1 X 58 17.60' FOR LANDSCAPE, En I� Cp - - - -129.01' -- -" � ., SCREENING AND SIDEWALK 25 � - -- 120.00 - - -- � » a� N88'07 50 E 174.56 Ira _ $7.43 15 WE �, ^ � S8 )8• PURPOSES � 13X 10'L 31.42' N I 2 (BY THIS o 10 ' °� �6, �� / 164.56 PDE (BY 1/2" IRF W/ 24 °o PLAT) a " C16 / p THIS YELLOW 15' UTILITY EASEMENT 0 11 v » N8$ 07 50 E r0 57 %K 6 PLASTIC CAP CABINET F, PAGE 271 10 a N88'07 50 E j ( . � 4� PLAT) 2 m o0 120.58' gyp,. �"� ro4� gl• P.,D.C.T. m 120.00' �` 2it 17.83' C7 N88'0T50 "E 179.72 10.00' \ J.H. DONALD SURVEY, A `1696 m - g- - - - N88'07'50 "E - _ - - - - N 3 - - �'- �� � r 127.67' 52.06' o \ \ WM. TRIMBLE SURVEY, A 1268 120.00 I o $ _, ca io c� 3 to 0 I to cn tv N8WO7'50 "E `O- o cn -P 56 A ° r a, io N n \ 22 8 '; 0 12 I o n N88'07'50 "E j 0 O N to 53 co 52 N M tJt ° cn = 120.00' p w m -i cD 'n 3 - 3 0; � 51 ,doo N , _ N _ _ 120.00 -4 r"' n 00 m --+► N88'07'S0 "E o "U to A N p N88'07 50 E 3 54 "N t N in 190.90 \ X n� 8 r- rn 14.55 G� � ...120.00' m� 0 4 0 �J 125.24 N �. 21 O OD 7 rn , cn w Z °- o 12.64 f<t'1 11.45' 0 V) En \ o 13 0 ct .°ol '� N8$'0T50 "E N88-07'50"E 55 ' 20 © 0 6 0- W !L 120.00' 120.29' N 14' BL 5.73 \ = Z N N88'07'50 "E D n w N 5 0 7 5.19' Ztj' 68.01' 37.53' 52.00' 52.00' 52.00' 46.43' ,y \ S ,. 19 0 120.00 -� o 0 9.09' . cn o - - N88'0T50 "E T7yz T� -rt D 5 N 14 0 N88'07'50 »E , `h C10 - _ 4, O I -� o _ 17.01' ` a 124.01 g0 N • 889'11'34 "E 313.40' - ' A , 18 > x 120.00 2X g' a2 Ag- SNOWSHILL TRAIL % 9 tyy • N88 07 50 E 00 28.65' S5 g0 30 - - J 4 16.43 00 120.53' '� 77 • g1 cn J N' 6 t°- N� 3 24.25E 64, 33' 52.00' 52.00' 52.00' 52.00^ 52.00' 34.34' / V LLAS AT LA E - CA �` 0 BL 09 80 14 BL �O 17 VISTA 3 15 5, 25' 11.20' 61, 9' 4 16.50' O. O PHASE ONE L,I ' 0'- 2 g4. g 49.2 4,00' w w w w 10.17 5 'j'sr 50 CAB. W, PG. 633 • G / Z w w = _ co '� S• N$8'07 50 E �j'I O; co O ° N° N 0 N° N 0 P.R.D.C.T. /-14 43 27 129.03 21, 2.71 2 ,� 42 o 43 - 44 to 45 0 �, 46 00 L6 47 0 o��'�y 1 /2" IRF 16 , » 11.20' P8 t�2 w - N o - 0 - 0 0o c� 191, T =19.38 1040' 1 X * �`� �, ,Zk,25 "E �Ag9' Z w� 41 c�s�, Z o z z Z 4s o 0 0 15 R =150.00' 123sg' ��,2.29 N N�►3 / 10.10 ! 40 0 , a .� 00 Z cr. " 12.84 12.36 7.21 a; ;� �, _ _ _ _ _ _ _ 10 B L 49 1 L =38.55 x .2.4'25 5� 00, %� 6�- Z wr 39 cr? 33.33' 52.00' 52.00' - 52.00' 52.00' T52.00' CO N� \ \ \ 14 ChB= S9'13'53 "E N cr„ w , - _ s2:7�0 --� - _ �o� �°c' \ w o w 38 v<, O �� �Z.00 S891 1'34"E 305.69' - _ B( �. �� =38.44 �jtx 'a w 37 o 5 OO' 15' UTILITY EASEMENT 1 0 7i''°�'' - `i�° �� ix \ \ 9X 6 �,', �j. CABINET F, PAGE 271 ,, 36 o crY 52,0 M.R.D. C. T. (TO BE ABANDONDED 6X t3� o ��0' B`' �i'c�2.00 �Z9.84� BY THIS PLAT) `8`78 ' \ - o ioo' g 154 30 E JsB;z. \ 34 35 C1„ oO. 5 N,� 3.21', Z `582.20' 33 ® 5� BLOCKAK, LOT 2 32 LOT CAB. F, PG. 271 31 P.R.D.C.T. 3 29 0 25 ' 26 ' 27 ' 28 LEGEND WME = WALL & WALL MAINTENANCE EASEMENT MAINTAINED BY THE HOA) PLAT NOTES: 1. BASIS OF BEARING DERIVED FROM TEXAS STATE PLANE COORDINATES, (TO BE OWNED AND NAD83, NORTH CENTRAL ZONE. DIRECTION FOR CONTROL ESTABLISHED FME = FENCE & FENCE MAINTENANCE EASEMENT THROUGH <CM1> AND <CM2> HAVING A BEARING AND DISTANCE OF EAE = EMERGENCY ACCESS EASEMENT N61'21'33 "W, 1,132.70'. WE = WATER EASEMENT 2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2" IRON ROD WITH A DE = DRAINAGE EASEMENT YELLOW PLASTIC CAP STAMPED "DAA ". PDE = PRIVATE DRAINAGE EASEMENT 3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL INTERSECTIONS UE = UTILITY EASEMENT AND POINTS OF CURVATURE. 4. ALL MEDIANS AND OPEN .SPACE AREAS TO BE OWNED AND MAINTAINED SSE = SANITARY SEWER EASEMENT BY THE HOA. HOA = HOME OWNERS ASSOCIATION 5. ALL PARKING SPACES LOCATED WITHIN OPEN SPACES SHALL BE THE BL = BUILDING LINE RESPONSIBILITY OF THE HOA. DOC. NO. = DOCUMENT NUMBER 6. THE SUBJECT TRACT LIES WITHIN ZONE X (SHADED), AREAS OF D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS 500 -.YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS M.R.D.C.T. _ MAP RECORDS, DENTON COUNTY, TEXAS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ONE SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD AND ZONE AE (HATCHED), BASE FLOOD ELEVATIONS DETERMINED = STREET NAME CHANGE AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 48113CO155 J. EFFECTIVE DATE AUGUST 23, O = 1/2" IRON ROD FOUND W/ YELLOW PLASTIC 2001, FOR DALLAS COUNTY, TEXAS, AND INCORPORATED AREAS. CAP STAMPED "DAA" (UNLESS OTHERWISE NOTED) • _ 1/2" IRON ROD SET W/ YELLOW PLASTIC CAP STAMPED "DAA" REVISED: SITE DATA NO. OF RESIDENTIAL LOTS = 39 TOTAL AREA = 9.269 ACRES DENSITY = 4.2 UNITS /ACRE ZONED: PD- 202 -RSF 0 29'25'1 2" T= 179.83" R= 685.00' L =351.73' ChB =S62'52'03 "E ChD= 347.88' 5/8" IRF W/ YELLOW PLASTIC CAP STAMPED "CARTER & BURGESS" <CM1> iPL7 ErE"1 EP . 39 RESIDENTIAL LOTS 5 COMMON AREA LOTS 9.269 ACRES FINAL PLAT ,VILLAS AT LAKE VISTA PH ASE TWO CITY OF COPPELL J.H. DONALD SURVEY - ABSTRACT NO. 1696 WM. TRIMBLE SURVEY - ABSTRACT NO. 1268 DENTON COUNTY, TEXAS SEPTEMBER 2012 SCALE: 1"=60' OWNER JBGL BF DEVELOPMENT, LLC 3131 HARVARD, STE 103 DALLAS, TEXAS 75205 214- 453 -0146 (PHONE) ENGINEER /SURVEYOR /APPLICANT DOWDEY, ANDERSON & ASSOCIATES, INC. NMI 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972- 931 -0694 STATE REGISTRATION NUMBER: F -399 CONTACT: J. CASEY ROSS, P.E. 1 OF 2 0306702 Z w Q V O V) Q Z 0 ce w Tr) Q w O r) STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS JBGL BF DEVELOPMENT, LLC, a limited liability company, is the owner of a tract of land situated in the WILLIAM TRIMBLE SURVEY, ABSTRACT NO. 1268 and the J.H. DONALD SURVEY, ABSTRACT NO. 1696, City of Coppell, Denton County, Texas and being all of that tract of land described in Deed to WPC 2004 Coppell, L.P., as recorded in Document No. 2004 - 162166, Deed Records, Denton County, Texas and being more particularly described as follows: BEGINNING at a 1/2 inch iron rod with a yellow plastic cap stamped `I)AA" found in the common south line of said Lot 1 and north line of Lot 2, Block K of VISTA RIDGE, an Addition to the City of Coppell, Denton County, Texas according to the Plat thereof recorded in Cabinet F, Page 271, Plat Records, Denton County, Texas for the southeast corner of Lot 6X, Block A of VILLAS AT LAKE VISTA PHASE ONE, an Addition to the City of Coppell, Denton County, Texas according to the Plat thereof recorded in Cabinet W, Page 634, Plat Records, Denton County, Texas; THENCE Northerly, with the eastern lines of said VILLAS AT LAKE VISTA PHASE ONE Addition, the following six (6) courses and distances: North 16 degrees 35 minutes 35 seconds West, leaving the above mentioned common line, a distance of 155.00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found in the north line of Snowshill Trail, a 50 foot right –of –way; South 73 degrees 24 minutes 25 seconds West, with said north line of Snowshill Trail, a distance of 162.29 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `1)AA" found for the intersection of said north line with the east line of a 15 foot alley, said point being at the beginning of a non– tangent curve to the right having a central angle of 14 degrees 43 minutes 27 seconds, a radius of 150.00 feet and a chord bearing and distance of North 09 degrees 13 minutes 53 seconds West, 38.44 feet; Northerly, leaving said north line and with said east line of a 15 foot alley and said curve to the right, an arc distance of 38.55 feet to a 1/2 inch iron rod with a yellow plastic cap stomped `DAA" found for corner; North 01 degrees 52 minutes 10 seconds West, continuing with said east line of a 15 foot alley, a distance of 292.30 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found for the intersection of said east line of a 15 foot alley with the south line of Cotswold Lane, a 50 foot right –of –way, North 88 degrees 07 minutes 50 seconds East, leaving said east line of a 15 foot alley and with said south line of Cotswold Lane, a distance of 12.57 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found for corner; North 01 degrees 52 minutes 10 seconds West, leaving said south line of Cotswold Lane, a distance of 75.00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `OAA" found in the south line of Lake Vista Drive, a 70 foot right –of –way, for the northeast corner of Lot 8X, Block C of the above mentioned VILLAS AT LAKE VISTA PHASE ONE Addition; THENCE Easterly, with the southern line of said Lake Vista Drive, the following four (4) courses and distances: North 88 degrees 07 minutes 50 seconds East, leaving the above mentioned eastern lines of VILLAS AT LAKE VISTA PHASE ONE Addition, a distance of 404.35 feet to a 5/8 inch iron rod with a plastic cap stamped "CARTER & BURGESS" found for corner at the beginning of a curve to the right having a central angle of 43 degrees 42 minutes 44 seconds, a radius of 615.00 feet and a chord bearing and distance of South 70 degrees 00 minutes 48 seconds East, 457.90 feet; Southeasterly, with said curve to the right, an arc distance of 469.20 feet to a 1/2 inch iron rod with a yellow plastic cap found for corner; South 48 degrees 09 minutes '26 seconds East, a distance of 341.49 feet to a 1/2 inch iron rod found for corner at the beginning of a curve to the left having a central angle of 29 degrees 25 minutes 12 seconds, a radius of 685.00 feet and a chord bearing and distance of South 62 degrees 52 minutes 03 seconds East, 347.88 feet; Southeasterly, with said curve to the left, an arc distance of 351.73 feet to a 5/8 inch iron rod with a plastic cap stamped "CARTER & BURGESS" found in the north line of the above mentioned Lot 2 for the east corner of the above mentioned Lot 1; THENCE Westerly, with the common southern lines of said Lot 1 and the northern lines of said Lot 2, the following three .(3) courses and distances: North 78 degrees 54 minutes 30 seconds West, leaving the above mentioned southern lines of Lake Vista Drive, a distance of 582.20 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found for corner; North 89 degrees 11 minutes 34 seconds West, a distance of 305.69 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `1)AA" found for corner; South 73 degrees 24 minutes 25 seconds West, a distance of 329.84 feet to the POINT OF BEGINNING and containing 9.269 acres or land, more or less. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, JBGL BF DEVELOPMENT, LLC, a limited liability company, does hereby adopt this plat designating the herein described property as VILLAS A'1° LAKE VISTA PHASE TWO, an addition to the City of Coppell, Dallas County, Texas and d(Jes hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and accommodation of all public utilities desiring to use or using same. All and any public utility 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 its respective system on the "Utility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or part of its respective system without the necessity at any time of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules and regulations of the City of Coppell, Texas. WITNESS MY HAND, this the ___ day of 2012. JBGL BF DEVELOPMENT, LLC BY. -------- - - -.–_ _ _ - - -- – Name: Title: STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned, a Notary Public, on this day personally appeared _ ______, of JBGL BF DEVELOPMENT, LLC, a Texas limited liability company, known to me to be the person and officer whose name is subscribed to the foregoing instrument and that he executed the some as the act of said limited liability corporation for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the __r day of ___9 2012. Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATE That I, SEAN PATTON, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and /or placed under my personal supervision in accordance with the platting rules and regulations of the Planning and Zoning Commission of the City of Coppell, Texas. Sean Patton Registered Professional Land Surveyor No. 5660 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 SEAN PATTON, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ___ –_– day' of ________ - -, 2012. Notary Public in and for the State of Texas Recommended for Approval: Chairman, Planning and Zoning Commission City of Coppell, Texas Approved and Accepted: Mayor: City of Coppell, Texas Date Date The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of VILLAS AT LAKE VISTA PHASE TWO, an addition to the City of Coppell, was submitted to the City Council on the _ __ day of 2012, and the Council, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as hereinabove subscribed. Witness my hand this — ____ –_ day of _, 2012. City Secretary RECEIPT ACKNOWLEDGEMENT Oncor Electric Delivery _____ _— _____— _______ —_ Atmos Gas - - - -- ----------------- - - - - -- ° - - - - -- Verizon_ Time Warner Cable — __ __— ___________– _______ `IV gr, L 9 39 RESIDENTIAL LOTS 5 COMMON AREA LOTS 9.269 ACRES FINAL PLAT VILLAS AT LAKE VISTA PHASE TWO CITY OF COPPELL J.H. DONALD SURVEY — ABSTRACT NO. 1.696 WM. TRIMBLE SURVEY — ABSTRACT NO. 1268 DENTON COUNTY, TEXAS OWNER JBGL BF DEVELOPMENT, LLC 3131 HARVARD, STE 103 DALLAS, TEXAS 75205 214- 453 -0146 (PHONE) ENGINEER /SURVEYOR /APPLICANT INDOWDEY, ANDERSON & ASSOCIATES, INC. 1 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972- 931 -0694 STATE REGISTRATION NUMBER: F-399 CONTACT: J. CASEY ROSS, P.E. 2OF2 03067 -02 V Z. ui H Q O O CA Ie w Z r) Q w O 0