LINE TABLE UNE BEARING LENGTH T1 N78'07'57"W 26.58' T2 S44'34'30"W 10.93' T3 N89'55'24"E 20.00' T4 S85'40'41 "E 26.08' T5 S44'34'30"W 14.06' T6 NO'04'36"W 53.00' T7 S89"55`24"W 20.00' T8 NO'04'36"W 3.25' o' rn UJ F� ww U U CnD- F -:W „U z r - C4 m0-0� Qw Of 0 w N44'47'48"E 4.23' I HWK, INC. VOLUME 98060, PAGE 06410 D.R.D.C.T. < G N 0 1 0r ( SWGA, LTD. VOLUME 96048, PAGE 3806 D.R.D.C.T. 46.00 HARRIS ADDITION VOLUME 78017. PAGE 1067 M.R.D.C.T. AIRPORT PARKWAY ((3' ROW) POINT OF BEGINNING 4.5'RIGHT-OF-WAY DEDICATION N89052'1 0"E 439.50' 143.00= - - 00 rn 0 0 M -164_52' 3.5'x3.5' PAE CURVE TABLE I DELTA RADIUS TANGENT LENGTH 00 co rn 90'41'50" 00 m 40.49' 2 N44"34'29"E 56.91' w 1 � 15.00 cro I o N09'30'09"W 4.55' C3 17'27'27" 0 2.30' 4.57 S07'57'19"W 4.55' C4 89'18'11" 10.00 9.88' 15.59 i� o C5 15'27'58" I 2.04' 4.05 S82'11'25"W 4.04' 0 07 15'27'58" 15.00 2.04' 4.05 S82'20'37"E 4.04' IN to 3.0 C Q S89'13'35"W n M 1 z 0 O I SIDEWALK EASEMENT 1 w LEGEND NI VOLUME 2004052, PAGE 08498--L--r I o I z0 m D.R.D.C.T. 14.00 �I rnr e- I 17.O�o T�---- 52_90' 0 ------ 58.47` 0 27.(_ 14_,77' _11.3-1' ----- J NI UE o � U) o UE _�- 8'UE 8. ---__81.53-' �h 8'UE In -i 6'UE 128.06' ,✓3'UE /----x-33@ ' 57.00' 15.08' 10.99' 8'UE 145.47' L' Ooh 889'13'35"W IN T4 0 WHISPER LANE N i > ami Ly o `no 0 e N I N89'13'35"E 159.00' - N N O N - W I C6 N 1 .. �, - - - S89'55'24"W 128.05' - r1 N89'55'24"E 141.30' I0 O o 0 CR (45' ROW) 6 - Ln z o z N STAMPED "DCA" (UNLESS OTHERWISE NOTED) CN MERIDIAN LANE 10.00' T8 10.00' o N (52' ROW) N 1 BL 65.05' n }, 63.00 1'BL I o �! 25.50' 22.00' 22.00' 22.00' 22.00' 22.1 ,n 6 7 ,� 26.00' 26.00' 5'SL N I N89'55'24"E I l a S89'55'24"W I� N m I 55.04' 53.00 MLi uj Li _ _ I 0_ Li Lu ifl o -� 5 N M 8 _I o co a co o m N 19 0 20 0 21 ; 1n W o °= o M o 22 r o 23 �r 2 oLo Lo N Im N89'55'24"E ( ( S89'55'24"W IN Q 1 w 0 con vai cn 55.03' g 53.00 ' I � of 4 B � meq. y M M 9 o CL o^ 3'UE&P E 0 'S50' 2168' - 22:0V [2270,e-' 4 - --2 08 -22: N N8955'24"E I � j ( S89'55'24"W N IN - � Sl CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD Cl 90'41'50" 40.00 40.49' 63.32 N44"34'29"E 56.91' C2 17'27'27" 15.00 2.30' 4.57 N09'30'09"W 4.55' C3 17'27'27" 15.00 2.30' 4.57 S07'57'19"W 4.55' C4 89'18'11" 10.00 9.88' 15.59 N45'25'30"W 14.06' C5 15'27'58" 15.00 2.04' 4.05 S82'11'25"W 4.04' C6 15'27'58" 15.00 2.04' 4.05 S82'20'37"E 4.04' S45'22'20"E 4.5'RIGHT-OF-WAY DEDICATION 5/8" IRF W/ YELLOW PLASTIC CAP 28.47' STAMPED "BURY & PARTNERS" 26.00' 26.00' 117.50' - 5BL -_ ROW) -01 N1 N ( U v 7 1.5'BL 1.5'BL 34.37 to � I I I "X" FOUND IN �o I - - - - I I CONCRETE IN 1 © I► S89'13'35"W (61' ROW) I W 60.00' I JI IM z 1 0' t o N 1_ o Ip N M c' N 10) I IN to 35'E t Q S89'13'35"W n M 1 z 0 O 60.00' m I SIDEWALK EASEMENT 1 w LEGEND VOLUME 2004052, PAGE 08498--L--r N o I z0 m D.R.D.C.T. ( S89-13'35"WDO' IN U Lo LOT 1 60.00' VOLUME 2005032, PAGE 54 $. 4 13.5'x3.5' PAE I U ---- ,✓3'UE /----x-33@ ' 57.00' L' Ooh 889'13'35"W IN ccv 0 WHISPER LANE N i > ami Ly 04 N 1 t o I N I N89'13'35"E 159.00' - W W I O - W I 60.00' 1 .. �, - - LOT 4 > ROW) -01 N1 N ( U v 7 1.5'BL 1.5'BL to � I I - -- D.R.D.C.T. �o to - - - - - IN M 35"E a S89'13'35"W (61' ROW) I W 60.00' I SPRINGS z 1 0' t 2 1_ o Ip N M c' N J I IN to 35'E t Q S89'13'35"W BLOCK D M O, z 60.00' m I J nI O (n S Ln ' N LEGEND 3 N o 35"E o m Q ( S89-13'35"WDO' IN I Lo LOT 1 60.00' VOLUME 2005032, PAGE 54 $. 4 0 I N Q M.R.D. C. T. I L' I 889'13'35"W IN ccv 60.00 a V). `1'5 I @S89113'35"W t o I N I W W I IN - W I 60.00' 1 r - - LOT 4 IPF = IRON PIPE FOUND I I0 in Q CR o = 5/8" IRON ROD FOUND W/ YELLOW PLASTIC CAP 6 1N z o w 55.02' w J `M° - 53.00' 3 20' ALLEY N N o w M Q I'o O N S89'13'35"W I E< o I 3 o o N © 10 -� It C5 S89'S5'24"W 222.12' N 60.00' 1 I- N con O z N W o it �fl'- 22 08' - - H.96'- 2i 06- 22 0�'- -22 09' 22 flC8'- 2ifl8' -32 0- 2+&2! --. � C3 N89'55'24"E w 1 N ( S89 -55'24'W I W z 'UE & PAE 7 (o ti o O 55.02' n _i af 53.00' JC S89'13'35"W N O rn p � l 0 m ISO� 3 � 3 3 O 3 3 3. 3 3 3 60.00' 1 rn 2 w q.I N 11 -} N = - _ _ _ _ _ cV m �N m N to O t0 0 V p 0 O 0 O c O to O I in U w ' " "' w18 0 17 0 16 ' � 15 0 14 "t 0 13 � 0 12 0 11 -0-- o 10 0 9:0 � N 1 m N( S89'55 24 W I o 0 0 0 0 0 0 o uo N 1_ ,w r` N89'S5'24"E M ( o in � u`ni -,on M 53.00 M o o 0 0 0 0 0 o N L_ zM I (� > 55.01 I ro 8 l'o � z z z z z z z z x �- in cn 1 T IM 'n 1 12 to 2'x2' PAE 7'BL 7 BL T3 c`w 3'UE 3'UE IN - - - J 7.00' I 3 BL -- 60 86- I 34.14 -�,_ 3'BL 20.00, 3'8 �' 26.00' 26.00' 25.50' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00 55.17' S89055"24"W 496.67' FAIRFIELD ADDISON CIRCLE, L.P. DOCUMENT N0, 200600426816 1 - -- D.R.D.C.T. - - - - - - - - CALLOWAY DRIVE (61' ROW) I W Q SPRINGS � J J BLOCK E Q BLOCK D M FOREST z J nI BENT TREE LOT 5 LEGEND o W PARK VIEW AT ADDISON CIRCLE UE =UTILITY EASEMENT Q LOCATIONY LOT 1 > VOLUME 2005032, PAGE 54 PAE = PUBLIC ACCESS EASEMENT LOT 2 Q M.R.D. C. T. BL = BUILDING LINE --� D.R.D.C.T. = DEED RECORDS, DALLAS COUNTY, TEXAS [� M.R.D.C.T. = MAP RECORDS, DALLAS COUNTY, TEXAS I W W IRF = IRON ROD FOUND I w LOT 4 IPF = IRON PIPE FOUND in o = 5/8" IRON ROD FOUND W/ YELLOW PLASTIC CAP STAMPED "DCA" (UNLESS OTHERWISE NOTED) • _ "X" SET IN CONCRETE "X" FOUND IN CONCRETE 0 0 M 1 LOT 1 Iz 0 0 = D w I- m `im, W n > m z O 0 0 Q 00 Q� Y w ryU <(� F- C = N � O Q; c �w Q :2 _� -j_j QO 0 > Lo 00 Ln a-00 J O �r N C) LLJ q- c-4 0ci z� w z �w Y U Vo LOCA11ON MAP NOT TO SCALE GRAPHIC SCALE 15 0 <.a ( IN FEET ) 1 inch = 30 ft. PLAT NOTES: 1. BASIS OF BEARINGS DERIVED FROM THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, NORTH CENTRAL ZONE. DIRECTION FOR CONTROL ESTABLISHED THROUGH AND HAVING A BEARING OF N54'49'11"W AND A DISTANCE OF 608.39. 2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "DAA". 3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL INTERSECTIONS AND POINTS OF CURVATURE, 4. THE BUILDING LINES ARE SET BY AMENDMENT TO THE UC ZONING. 45 LOTS N 4.019 ACRES FINAL PLAT MERIDIAN SQUARE A REPLAT OF QUORUM EAST ADDITION AS RECORDED IN VOLUME 98001, PAGE 33 MAP RECORDS, DALLAS COUNTY, TEXAS TOWN OF ADDISON G.W. FISHER SURVEY - ABSTRACT NO. 482 DALLAS COUNTY, TEXAS OCTOBER 2008 SCALE: 1 "=30' OWNERS ADDISON URBAN DEVELOPMENT PARTNERS, LLC 500 W. LOOKOUT DRIVE 972-248-2147 RICHARDSON, TEXAS 75080 XDOWDEY ANDERSON & ASSOCIATES INC. 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972-931.0694 ;11aw 07031 B PqKTELLER Q SPRINGS J J AIRPORT M FOREST z BENT TREE o SITEU�� z Q LOCATIONY WILD EDCLA A LOCA11ON MAP NOT TO SCALE GRAPHIC SCALE 15 0 <.a ( IN FEET ) 1 inch = 30 ft. PLAT NOTES: 1. BASIS OF BEARINGS DERIVED FROM THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, NORTH CENTRAL ZONE. DIRECTION FOR CONTROL ESTABLISHED THROUGH AND HAVING A BEARING OF N54'49'11"W AND A DISTANCE OF 608.39. 2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "DAA". 3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL INTERSECTIONS AND POINTS OF CURVATURE, 4. THE BUILDING LINES ARE SET BY AMENDMENT TO THE UC ZONING. 45 LOTS N 4.019 ACRES FINAL PLAT MERIDIAN SQUARE A REPLAT OF QUORUM EAST ADDITION AS RECORDED IN VOLUME 98001, PAGE 33 MAP RECORDS, DALLAS COUNTY, TEXAS TOWN OF ADDISON G.W. FISHER SURVEY - ABSTRACT NO. 482 DALLAS COUNTY, TEXAS OCTOBER 2008 SCALE: 1 "=30' OWNERS ADDISON URBAN DEVELOPMENT PARTNERS, LLC 500 W. LOOKOUT DRIVE 972-248-2147 RICHARDSON, TEXAS 75080 XDOWDEY ANDERSON & ASSOCIATES INC. 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972-931.0694 ;11aw 07031 B OWNER'S CERTIFICATE AND DEDICATION STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS, ADDISON URBAN DEVELOPMENT PARTNERS, LLC is the owner of a tract of land located in the G.W. FISHER SURVEY, ABSTRACT NO. 482, Town of Addison, Dallas County, Texas and being part of Quorum East Addition, an Addition to the Town of Addison, Dallas County, Texas according to the Plat thereof recorded in Volume 98001, Page 33, Map Records, Dallas County, Texas and being all of those tracts of land described as Tract 1 and Tract 2 in Deed to Addison Urban Development Partners, LLC, recorded in Document Number 20080228452, Deed Records, Dallas County, Texas and being more particularly described as follows: 00 degrees 46 minutes 25 seconds East, with said West right—of—way line, a distance of 334.62 feet to an "X" found for corner in the North line of Calloway Drive, a 61 foot right—of—way; BEGINNING at a 5/8 inch iron rod with a yellow plastic cap stamped `DCA" found for corner in the South right—of way line of Airport Parkway, a 60 foot right—of—way, at the North end of a corner clip; THENCE North 89 degrees 52 minutes 10 seconds East, with said South right—of—way line, a distance of 469.50 feet to a 5/8 inch iron rod with a yellow plastic cap stamped 'BURY & PARTNERS" found for corner at the North end of a corner clip; THENCE South 45 degrees 22 minutes 20 seconds East, a distance of 28.47 feet to an "X" found for corner in the West right—of—way line of Spectrum Drive, a variable width right—of—way at the South end of a corner clip; THENCE South 00 degrees 46 minutes 25 seconds East, with said West right—of—way line, a distance of 334.62 feet to an "X" found for corner in the North line of Calloway Drive, a 61 foot right—of—way; THENCE South 89 degrees 55 minutes 24 seconds West, with said North right—of—way line, a distance of 496.67 feet to a "X" set in concrete for corner in the East line of Quorum Parkway, a 92 foot right—of—way; THENCE North 00 degrees 05 minutes 46 seconds West, with said East right—of—way line, a distance of 351.19 feet to a 5/8 inch iron rod with a yellow plastic cap stamped 'DCA" found for corner at the South end of a corner clip; THENCE North 44 degrees 47 minutes 48 seconds East, a distance of 4.23 feet to t�e POINT OF BEGINNING and containing 4.019 acres of land, more or less. B-10 LOT AREA TABLE LOT NUMBER AREA AREA A-1 28059 SF A-2 24006 SF B-1 1403 SF B-2 1210 SF B-3 1210 SF B-4 1211 SF B-5 1211 SF B-6 1326 SF B-7 1278 SF B-8 1166 SF B-9 1166 SF B-10 1166 SF B-11 1166 SF B-12 1352 SF C-1 1439 SF C-2 1320 SF C-3 1320 SF C-4 1320 SF C-5 1320 SF C-6 1320 SF LOT AREA TABLE LOT NUMBER AREA C-7 1320 SF C-8 2270 SF C-9 2035 SF C-10 1210 SF C-11 1210 SF C-12 1210 SF C-13 1210 SF C-14 1210 SF C-15 1210 SF C-16 1210 SF C-17 1210 SF C-18 1402 SF C-19 1351 SF C-20 1166 SF C-21 1166 SF C-22 1166 SF C-23 1166 SF C-24 1166 SF C-25 1457 SF C-26 1986 SF LOT AREA TABLE LOT NUMBER AREA C-27 1658 SF C-28 1166 SF C-29 1166 SF C-30 1271 SF D-1 14739 SF NOW,. THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That ADDISON URBAN DEVELOPMENT PARTNERS, L.L.C. ("Owner") does hereby adopt this plat designating the herein above described property as MERIDIAN SQUARE, on addition to the Town of Addison, Texas, and subject to the conditions, restrictions and reservations stated hereinafter, owner dedicates to the public use forever the streets and alleys shown thereon. The easement shown on this plat are hereby reserved for the purposes as indicated, including, but not limited to, the installation and maintenance: of water, sanitary sewer, storm sewer, drainage, electric, telephone, gas and cable television. Owner shall have the right to use these easements, provided, however, that it does not unreasonably interfere or impede with the provision of the servicers to others. Said utility easements are hereby being reserved by mutual use and accommodation of all public utilities using or desiring to use the some. An express easement of ingress and egress is hereby expressly granted on, over and across all such easements for the benefit of the provider of services for which easements are granted. Any drainage and floodway easement shown hereon is hereby dedicated to the public's use forever, but including the following covenants with regards to maintenance responsibilities. The existing channels or creeks traversing the drainage and floodway easement will remain cis an open channel, unless required to be enclosed by ordinance, at all times and shall be maintained by the individual owners of the lot or lots that are traversed by or adjacent to 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 or injury of 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 water runoff shall be permitted by construction of any type building, fence or any other structure within the drainage and floodway easement. Provided, however, it is understood that in the event it becomes necessary for the town to channelize or consider erecting any type of drainage structure in order to improve the storm drainage, then in such event, the town shall have the right, but not the obligation, to enter upon the drainage and floodway easement at any point, or points, with all rights of ingress end egress to investigate, survey, erect, construct or maintain any drainage facility deemed necessary by the town for maintenance or efficiency of its respective system or service. Water main and sanitary sewer easements shall also include additional area of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water service and sewer services from the main to curb or pavement line, and the descriptions of such additional easements herein granted shall be determined by their locations as installed. This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Addison, Texas. Witness my hand at Richardson, Texas this the ____-- doy of 2009. SURVEYOR'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS: That I, Sean Patton, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown hereon were found or properly placed under my personal supervision in accordance with the Platting Rules and Regulations of the Town of Addison, Texas. -- ---------- ---------1 Z� 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 considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the Z day of �_ 2009 ADDISON URBANVELOPMENT PARTNERS, LLC ;so,p."•""'e RAYMOND ESPINOZA c Notary Public, State of Texas - My Commission Expires otar�YP;Pi sin and for the ate of exa - June i9, zoio BY--- ---------------------------- �� iv ✓1l * Name. ----------- --.----- Title: STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public, on this day lersonally appeared V�i_ ____________ — known to me to be the persc and officer whose name is subscri d to the foregoing instrument and acknowledged to me that the same was the act of said Addison Urban Development Partners, LLC, and that he executed the same as the act of said Limited Partnershi> for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the L day of ap-6n,4f, 2009, Notary Public in and for the State of Texas EBECCAADAMSONSCHATZLENOTARY ff PUBLIC STATE OF TEXAS COMMISSION EXPIRES:01-12-2011 CERTIFICATE OF APPROVAL APPROVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, ON THE DAY OF -- 2009. MAYOR CITY SECRETARY Conformed Copy Official Public Records John F_ Warren, County Clerk Dallas County, TEXAS C5i26/2010 10 05 54 AM $55 00 ��4,iCY FST T Gi 45 LOTS N 4.019 ACRES FINAL PLAT MERIDIAN SQUARE A REPLAT OF QUORUM EAST ADDITION AS RECORDED IN VOLUME 98001, PAGE 33 MAP RECORDS, DALLAS COUNTY, TEXAS TOWN OF ADDISON G.W. FISHER SURVEY — ABSTRACT NO. 482 DALLAS COUNTY, TEXAS OCTOBER 2008 SCALE: 1 "=30' OWNERS ADDISON URBAN DEVELOPMENT PARTNERS LLC 500 W. LOOKOUT DRIVE -C-2597 972-248-2147 RICHARDSON, TEXAS 75080 ENGINEER DOWDEY ANDERSON & ASSOCIATES, INC. 5225 Village Creek Detre, Suite 200 Plano, Texas 75093 972.931-0694 DOC. iJO. 07031 B W O' z Ce W U z V LU Q O V) V) O V) Ce W Q w 0