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Rolling Oaks MC-PN090709OWNER'S CERTIFICATION CITY OF COPPELL VOLUME 96164, PAGE 190 CALLED 115.113 ACRES JAMES STANLEY STEWART & WIFE, ANN FRANCIS STEWART VOLUME 68244, PAGE 1747 CALLED 2. 500 ACRES 1 /2" IRS- W /NDM CAP FREEPORT PARKWAY (FORMERLY STATE ROAD, NO DEDICATION FOUND) (VARIABLE WIDTH RIGHT-OF-WAY) CITY OF COPPELL, TEXAS VOLUME 981,35, PAGE 5682 CALLED J7.964 ACRES N ,Q d CJ CITY OF COPPELL VOLUME 96164, PAGE 190 CALLED 115.113 ACRES N 33`01'42" 22.31' "X" CUT IN CONC. EASEMENT CURVE TABLE NO. DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH C1 19'47'45" 212.00' 36.99' 73.25' S 80'4326" E 72.88' C2 109'10'27" 15.00' 21.10' 28.58' N 54'35'13" W 24.45' C3 37'12'21" 30.00' 10.10' 19.48' N 18'36'10" E 19.14' C4 53`25'08" 30.00' 15.09' 27.97' N 26'4234" W 26.97' C5 32'20'34 212.00' 61.48' 1 119.67' N 37"14'51" W 118.09' C6 68'55'26" 30.00' 20.59' 36.09' N 55'32'17" W 33.95' C7 90'00'00" 30.00' 30.00' 47.12' S 45'00'00" W 42.43' C8 90'00'00" 54.00' 54.00' 84.82' S 45'00'00" W 76.37' C9 90'00'00" 54.00' 54.00' 84.82' N 45'00'00" W 76.37' C10 90'00'00" 30.00' 30.00' 47.12' N 45'00'00" W 42.43' C11 44'15'49" 30.00' 12.20' 23.18' S 67'52'06" W 22.60' C12 90`00'00" 30.00' 30.00' 47.12' N 45'00'00" E 42.43' C13 90'00'00" 30.00' 30.00' 47.12' S 4500'00" E 42.43' C14 90'00'00" 30.00' 30.00' 47.12' S 45"00'00" W 42.43' C15 90'00'00" 30.00' 30.00' 47.12' N 45'00'00 W 42.43' 016 11'30'37" 617.00' 62,18' 1 123.95' 1 N 05'53'59" E 123.74' LOT LINE CURVE TABLE NO. DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH C17 51'06'08" 39.50' 18.88' 35.23' S 64'2656" E 34.07' C18 58'14'11" 29.33' 16.34' 29.81' S 60'5255" E 28.55' C19 51'29'41" 187.33' 90.35' 168.37' S 35'41'39" E 162.76' C20 37'39'24" 29.33' 10.00' 19.28' S 18'49'42" E 18.93' 021 1 29'15'44" 187.33' 48.91' 1 95.67' S 76'0421" E 94.64' EASEMENT LINE TABLE NO. BEARING DISTANCE NO. BEARING DISTANCE L1 NORTH 58.48' L10 SOUTH 14.50' L2 NORTH 20.00' L11 WEST 20.00' L3 EAST 20.00' L12 SOUTH 38.60' L4 SOUTH 20.00' L13 WEST 29.43' L5 WEST 35.00' L14 NORTH 39.94' L6 NORTH 20.00' L15 EAST 10.00' L7 EAST 35.00' L16 SOUTH 40.00' L8 NORTH 42.02' L17 S 89'12'57" W 5.00' % L9 EAST 30.00' L18 N 89"12'57" E 5.00' Conformed Copy Official Public Records John F. Warren, County Clerk Dallas County; TEXAS 07/09/2409 01:59:12 PM $33.00 LflJKry .off ar 200900195932 ARC COMMUNITIES 1 LLC VOLUME 2002109, PAGE 7183 CALLED 19.569 ACRES u 0 LJ V 00 c� ARC COMMUNITIES 1 LLC VOLUME 2002109, PAGE 6697 CALLED 8.902 ACRES 1" AX 19. 84 ' RUBY ROAD \ (VARIABLE WIDTH RIGHT -OF -WAY) 1/2" IRS W /NDM CAP UTILI TY CERTIFICA TE THIS PLAT CORRECTLY SHOWS THE REQUIRED UTILITY EASEMENTS FOR THE DEVELOPMENT UTILITY COMPANY DA TE SI GNA TURE ONCOR ELECTRIC 13►b• 0q (3) A TMOS ENERGY T =43.39' h VERIZON COMMUNICA TIONS o L18 TIME WARNER CABLE C4 CL= 69.13' %� < _ STATE OF TEXAS: COUNTY OF DALLAS: WHEREAS, the CITY OF COPPELL is the owner of record of that certain tract of land situated in the John Vest Survey, Abstract No. 1508, in the City of Coppell, Dallas County, Texas, and being a portion of that certain 36.339 acre tract conveyed to the City of Coppell, according to the instrument recorded in Volume 2000242, Page 6802 of the Deed Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod with plastic cap stamped "NDM" set for corner in the north Iine of the aforementioned City of Coppell tract from whence a 1/2" iron rod found at the base of a wood fence post for the northeast corner of said City of Coppell tract bears N 89 °43'42" E, 739.24 feet; THENCE SOUTH, deporting the north line of said City of Coppell tract, 170.04 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE S 20'09'12" E, 34.00 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a non - tangent curve to the right having a central angle of 00'24'25 ", a radius of 267.00 feet, a tangent distance of 0.95 feet and a chord which bears S 70'03'00" W, 1.90 feet; THENCE, along said non - tangent curve to the right, an arc distance of 1.90 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a reverse curve to the left having a central angle of 70 °15'13 ", a radius of 15.00 feet, a tangent distance of 10.55 feet and a chord which bears S 35'07'36" W, 17.26 feet; THENCE, along said curve to the left, an arc distance of 18.39 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE SOUTH, 265.30 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a curve to the left having a central angle of 107 °40'56 ", a radius of 35.00 feet, a tangent distance of 47.89 feet and a chord which bears S 53 °50'28" E, 56.52 feet; THENCE, along said curve to the left, an arc distance of 65.78 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE S 17'40'56" E, 34.00 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a non - tangent curve to the right having a central angle of 02'30'49 ", a radius of 386.00 feet, a tangent distance of 8.47 feet and a chord which bears S 73'34'28" W, 16.93 feet; THENCE, along said non - tangent curve to the right, on arc distance of 16.93 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a reverse curve to the left having a central angle of 120 °35'55 ", a radius of 12.00 feet, a tangent distance of 21.04 feet and a chord which bears S 14 °31'55" W, 20.85 feet; THENCE, along said curve to the left, an arc distance of 25.26 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE S 45'46'02" E, 5.00 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE S 44 °13'58" W, 34.00 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE WEST, 14.35 feet to a 1/2" iron rod with plastic cop stamped "NDM" set for corner; THENCE SOUTH, 197.01 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a curve to the left having a central angle of 10'11'05 ", a radius of 183.00 feet, a tangent distance of 16.31 feet and a chord which bears S 05'05'32" E, 32.49 feet; THENCE, along said curve to the left, an arc distance of 32.53 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE WEST, 4.40 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner at the beginning of a non tangent curve to the left having a central angle of 80'45'25 ", a radius of 187.33 feet, a tangent distance of 159.31 feet and a chord which bears S 50 °19'31" E, 242.72 feet; THENCE, along said curve to the left, an arc distance of 264.04 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE SOUTH, 166.30 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner in the north right- of -woy line of Ruby Road as reflected on this plot; THENCE S 89'38'25" E, with said north right -of -way line of Ruby Road, 565.90 feet to the east line of said City of Coppell 36.339 acre tract; THENCE S 00'35'31" E, leaving said north right -of -way line of Ruby Road and with the east line of said City of Coppell 36.339 acre tract, passing at 10.32 feet a 1" axle found for the southwest corner of that certain tract of land conveyed to ARC Communities 1 LLC, according to the instrument recorded in Volume 2002109, Page 6697 of the Deed Records of Dallas County, Texas, continuing for a total distance of 30.16 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE S 73`18'47" W, 101.80 feet to a 1/2" iron rod with plastic cap stomped "NDM" set for corner in the north line of the Replat of Duke - Freeport Addition, Lots 3R, 3R -X1, 3R- X2, Block A, an addition to the City of Coppell, Texas, according to the plat thereof recorded in Volume 2003046, Page 33 of the Deed Records of Dallas County, Texas; THENCE N 89'38'25" W, with north line of said Replat of Duke - Freeport Addition, passing at 468.70 feet a 1/2" iron rod with plastic cap stamped "NDM" set, continuing for a total distance of 903.70 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for corner; THENCE N 75'47'36" W, leaving the north line of said Replat of Duke - Freeport Addition, 283.06 feet to an "X" cut in concrete set for the southwest corner of said City of Coppell tract at the intersection of said north right -of -way line of Ruby Road and the easterly line of Freeport Parkway (variable width right -of -way, no dedication found); THENCE N 00 °02'07" W, with said easterly line of said Freeport Parkway, 1136.52 feet to a 1/2" iron rod with plastic cap stamped "NDM" set for the northwest corner of said City of Coppell tract; THENCE N 89 °43'42" E, departing the easterly line of said Freeport Parkway and with the north line of said City of Coppell tract, 524.80 feet to the POINT OF BEGINNING and containing 16.2694 acres or 708,697 square feet of land, more or less. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, the CITY OF COPPELL, does hereby adopt this plat designating the herein described property as ROLLING OAKS MEMORIAL CENTER ADDITION, LOTS 1R, 2 and 3, BLOCK A, an addition to the City of Coppell, Texas, and does hereby dedicate to the public use forever the streets and alleys shown hereon and does hereby reserve the easement strips shown on this plat for the mutual use and accommodation of garbage collection agencies and all public utilities desiring to use or using same. Any public utility shall have the full right to remove and keep removed all or part of any buildings, fences, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on any of these easement strips, and any public utility shall at all times have the right of ingress and egress to and from and upon the said easements strips for the purpose of constructing, reconstructing, inspecting or patrolling their respective systems, without the necessity at any time of procuring the permission of anyone. The Director of Planning has executed this Minor Replat pursuant to Section 212.0065 off the Local Government Code; API� OY : 1_�A At ' �2�- Dire or f PI 6nn i Date The undersigned, the City Secretary of the City of Coppell, Tex hereby certifies that the foregoing Minor Replat of ROLLING OAKS MEMORIAL CENTER A DITION, LOTS 1R, 2 and 3, BLOCK A, of t %,k� of Coppe Texas, was submittedto the City on the -- day of , 20 and approved for filing as a M "n r re at by the Director of Planning for the City of pelf, exas, as authorized by Section X.B of the City of Coppell Ordinance No. 94643 and Section 212.0065 of the Local Government Code of the State of Texas. Wit es my hand thi day of e 2009. •• ` ! i y Secret , City of Coppell Date Floodplain Development Permit Application No. 6 1A has been filed with the City of Coppell floodplain administrator on . 2009. Floodplain Adm +nistrotor Date SURVEYOR'S CERTIFICATE STATE OF TEXAS: COUNTY OF DALLAS: KNOW ALL MEN BY THESE PRESENTS: THAT I, John L. Melton, do hereby certify that I prepared this plat 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 City of Coppell, Texas. aIf. n HA D. MAZER CONSULTING ENGINEERS, INC.: Gir 6% Melton, Texas R.P.L.S. No. 4268 Registered Professional Land Surveyor JOHN L. MELTON #4268 Q*"Q* STATE OF TEXAS: ° @,�t'��. COUNTY OF DALLAS: 6, BEFORE ME, the undersigned, a Notary Public in and County and State on this day personally appeared John Melton, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the s -i-e -s - ? -ame for the purposes and considerations therein expressed and in the capacity therein stated. �, GIV UNDER MY HAND AND SEAL OF OFFICE, this the o tg doy of 2 p" III • Q��aV p �a I MANY G. GOLD NOTARY PUBLIC , ALLAS COUNT TEXAS ° My Commission Expires MY COMMISSION XP 1 RES : January 27, 2011 NOTES: The use of the word "Certify ", "Certificate" and/or "Certification" as reflected hereon constitutes a professional opinion regarding those facts or findings which are the subject of the certification and does not constitute a warranty or guarantee, either expressed or implied. Beorings for this survey are based on the Western Data Systems Texas Cooperative Network (www.txrtk.com) and are referenced to the NAD83 State Plane Coordinate System, Texas North Central Zone 4202. Stations DMLN and DUNP were reference stations during GPS data collection sessions. Subject Property lies within ZONE "X" (non - shaded) (areas determined to be outside 500 -year floodplain) according to the Federal Emergency Management Agency Flood Insurance Rate Map for Dallas County, Texas and Incorporated Areas, Community Panel Number 4811300135 J, effective date: August 23, 2001. THE SOLE PURPOSE OF THIS MINOR REPLA T IS TO CREATE 3 SEPARATE LOTS THIS REPLAT WILL VACATE THE ROLLING OAKS MEMORIAL CENTER, LOT 1, BLOCK A ADDITION RECORDED ON NOVEMBER 07, 2008 IN INSTRUMENT NO. 20080355379, OFFICIAL PUBLIC RECORDS OF DALLAS COUNTY, TEXAS MINOR REPLA T ROLLING OAKS MEMORIAL CENTER LOTS 7R, 2 & 3, BLOCK A 16.2694 ACRE TRACT SITUATED IN THE JOHN VEST SURVEY, ABSTRACT N0. 1508 CITY OF COPPELL DALLAS COUNTY. TEXAS OWNER: CITY OF COPPELL 255 PARK WA Y BLVD. COPPELL, TEXAS 75019 (972)462-0022 JUNE, 2009 ENGINEER /SURVEYOR: NA THAN D. MAIER CONSUL TING ENGINEERS, INC. TWO NORTHPARK 8080 PARK LANE, SUITE 600 DALLAS, TEXAS 75231 (214)739 -4741 TBPE FIRM REG. NO. F -356 TBPL S FIRM REG. NO. 100189-00 1 t ♦: �♦ • t N 89 °43'42" E 524.80' s /s IRF la 74.07' 179.21' d 450.73' /5 ! 20' DRAINAGE EASEMENT ! �6� (PER THIS PLAT) 16 !� N , �i A Nw ! , 4 d= 11 '12'15" �! / kh R= 117.00' T =11.48' L =22.8 2s 38'4s" £ 8' 1/2" IRS C L = 22.x4' =N WINDY CAP CL 5'03" E 10.10' 00, N 895 4' E gr � T= 6.85, T = rs.85' 20.00' L= 37.23' S 8954'07" W C .01' 9" W CL= 37.07' R =0 5,0 d= 0503'36" Q) T =0.60' R = 1.71' ' .., T= 33.7!' 1 CB 0 S 7 32$4" W L =67.38' CL = I CB =S 0743'34" W CL= 67.36' S20 E 34, 00' ALFORD MEDIA ADDITION LOT 1, BLOCK 1 VOLUME 98078, PAGE 76 N 894342 E 739.24' d= 00 R= 267.00' T =0.95' L =1.90' CB=S 70 W CL= 1.90' d= 70'15'13" R= 15.00' T =10.55' L= 18.39' CB =S 35'07'36" W CL= 17.26' A­05 + d= 062731 I to R= 783.00' R= 769.00' (3) t0 T =34.60' T =43.39' (.11 - L= 69.15' L =86.69' L18 I' CB =N 0743'34" E CB =S 082532" W LOT 1R C4 CL= 69.13' CL =86.64' Q f BLOCK A 20.00' I 6= 062731" 112" I R= 749.00' T=42.26' + 8.5363 ACRfS A--21 59'07" R= 597.00 112" IRS W /NDM CAP (BENT) Ltd L= 84.43' C6 =N 0875'32" E I T =115.96' ( 371, 840 SO. FT) L= 229.08' CB 0039 44" W � L1= -1011 '05„ CL= 84.39' 016 X CUT IN =S CL= 227.67' 112 N L18 --� WINDY CAP 1 N 00 *47`03' W q " S r r� 45'46'02" Ee__� O 1 20.00' I W /NDM CAP RRELANE & MUTUAL 5.00 L =32.53 L17 -^ FIRE LANE & MUTUAL b iI ` v 1 z a=837.04" R= 617.00' T =4649' ` 1 S 44 ° 13'58" W� 34. 00' a EAST L =9280' �� rye' 20 WATER EASEMENT 112" IRS (!) ^I 1, - CB =N 06007" W ( (PER THIS PLAT) WINDY CAP W /NDM CAP n MUTUAL ACCESS `O EASEMENT 4=107 °40'56 R= 35.00' T =47.89' L=65.78" CB =S 53'50'28" E CL= 56.52' S 17'40'56" E 34, 00' d-= 02'30'49 " R =386.00' T =8.47' L =16.93' CB =S 73'3428" W CL =16.93' \ 112 - IRS A=120 °3555 W /NDM GAP R= 12.00 ' CL =9277' WEST T -- 21.04 Z L =25.26 , a �° Z 14.35' „ a co, t� CB =S 14 31 55 W X CUT IN to CL= 20.85' rn I Z � � N c © N C. ;; L13 WEST 4.40 � L1= -1011 '05„ 06 X CUT IN SOUTH '0 z I 2 \ , R =183. --� C7 7 CONC. EAST 113.27' S 31 ' 45 49 E 1/2" IRS q " T =16.31 ' 'y r'ry 110.00 32.43 W /NDM CAP RRELANE & MUTUAL 1/2" IRS L =32.53 I Q -^ FIRE LANE & MUTUAL b iI ` v 1 ACCESS EASEMENT (PER THIS PLAT) W /NDM CAP , „ CB=S 0 5 05 32 E O Q ACCESS EASEMENT (PER rH1s PLAT) �I a EAST 273.19' �� rye' , Ch -32 49 I Z � � N _ � � ° z - EAST - 268.79' E AST - 1 _ FAST - 245.72' \ WEST 755.3 _ WEST 225.72' 0'K_ - r6 L13 WEST 4.40 L4= °4525" R= 187 33 06 1� 2 '0 z I 2 \ 112-IRS Q 3 NORTH 20.00 L9 SOUTH - 30.00' f 'y r'ry W NDM CAP / o Ili o o T=159.31 ' v o 0 WEST N 50.00' I ( I LOT 2 L5 019 l-' " �� RELANE & MUTUAL ACCESS EASEMENT (PE THIS PLAT) L= 264.04 d "( W zz Q_ C5 R. � I I BLOCK A o I 2 I o I= I �� rye' 1/2 IRS , CB =S 50#19,31 E I ,,,, Q ^I 1, - ^ 3.9661 ACRES I ( x LOT J W /NDM CAP n MUTUAL ACCESS `O EASEMENT , Ch =242.72 o cp '` _ ST 1150 ^ FA 4172, 763 SO. FT.) I SOU 7H � 20 00 F (PER THIS PLAT) Q O '0 z I � ° a `' ` I I I ST t15.oa' 1/2 IRS 'y r'ry ►� o Ili o o v o 0 I C2 WINDY CAP tk FIRELANE & MUTUAL I ( I I ACCESS EASEMENT 24' N 4500'00" E (PER THIS PLAT) 84.72' I ( o 24.67' t " O to O C: C21 CI �I x LOT J � 0.3644 ACRES o SIDEWALK & ' L3 WEST ° I 2Q' EATER a, 116.62' �h �, �6 EASEMENT I ( o -► v BLOCK A 15, 876 SQ. FT. ! UT7UTY f� EASEMENT \ � �� J h °� ° (PER THIS PLAT) ONCOR ELECTRIC c `D v (3) 0 o� THIS PLAT) 128 39 ` 54.28' 93.8435.91' _- �! i / r L15 DELIVERY COMPANY EEST 116.62' EASEMENT d NORTH 15 00' PER THIS PLAT) I 0 N 2" IRS 1 / t �c ND M CAP 2() C) 1/2 " /RS -� 2�,3 OS' 128.39 WINDY CAP 468.70' 112" IRS N 89'38'25 W 1/2" IRS 903.70' WINDY CAP WINDY CAP RUBY ROAD (VARIABLE WIDTH RIGHT-OF-WAY) a. tyro L11 � 13 ,16 L, 1o.ao C3 . WINDY CAP S 89 °3825" E 565.90' S 88 34 23" E 359.97 152.41' 85.74 13.32' 230.95' � 4� N 89'38'25" W 498.90' 36 88' RIGH T- OF WAY S 0 ° 35'31 " E 30.16' 5 36" S 89 54 48 W 1 2" IRS „ , Gy / FOR RUBY ROAD S 7.3 1R 47 W 1�1 Rl� LOT 3R -X1, BLOCK A p � REPLA T W J DUKE- FREEPORT ADDITION LOTS 3R,3R- X1,3R -X2, BLOCK A Q VOLUME 2003046, PAGE 33 (POINT OF BEGINNING X1/2" IRS WINDM CAP v� Q) - 1 j2" IRS WINDY CAP LOT 3R, BLOCK A REPLA T DUKE- FREEPORT ADDITION LOTS 3R,3R- X1,3R -X2, BLOCK A VOLUME 2003046, PAGE 33 112" IRF 0 BASE OF WOOD FENCE PO CITY OF COPPELL VOLUME 2000242, PAGE 6802 REMAINDER OF CALLED 36.339 ACRES WCIN1 TY MAP (NOT TO SCALE)