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PP attached to CC Packet 091107 CURVE Cl C2 C3 C4 C5 C6 C7 CB C9 C10 Cl1 DELTA 23'05' 32M 21'33'49M 19'G0'23M 11'30'58M 27'33' 49- 19'5l'Or 82'17'18" 75'07'00. 90'00'00. 42'26' 49. 15'53' 56 M CURVE TABLE RADIUS TANGEN LENGni 250.00' 51.07' 100.76' 300.00' 73.59' 144.32' 300.00' 50.22' 99.52' 300.00' 30.25' 60.30' 375.00' 91.98' 180.4{)' 300.00' 52.50' 103.94' 45.00' 39.32' 64,63' 45.00' 34.60' 59.00' 45.00' 45.00' 70.69' 225.00' 87.38' 166.69' 150.00' 20.95' 41.62' CHORD N77'09'JBMW 100.08' N1S'04'J2-E 142.94' S70'JB'46-E 99.06' N74'23'2BMW 60,20' S15'04'31"W 178.67' S71 '04'07-E 103.43' N39'51'02-W 59.22' N38'51'OrE 54.86' S58'3S'23ME 63.64' SOT3B'02-W 162.90' N20'54'28"E 41.49' LEGAL DESCRIPTION BEING a tract of land situated in the J. A. Simmons Survey, Abstract No. 1296, Dallas County, Texas and being a portion of a. tract of land, conveyed by deed to the Baptist Foundation of Texas, as recorded In Volume 6,7199, Page ?88, Deed Records, Dallas County, Texas, said tract being more particularly described by metes and bounds as follows: BEGINNING at an .X" set in concrete at the intersection of the south right-of-way lIne of Bethel Road (a 50 foot R.O.W.) and the west rIght-of-way lIne of Denton Tap Road (a variable width R.O. W.), said point also being in the northeast corner of said Baptist Tract; THENCE South 0117'37 II West, along the common line of the east line of s~id Baptist tract and the west right-of-way line of said De~ton !ap R~ad, a distance of 1,206.36 feet to a ~ inch iron rod set for corner, sal~ pOint ~elng th~ southeast corner of said Baptist tract, said point also being the Intersection of said west right-of-way line and the north line Cottonbelt Railroad right-of-way (a variable width R.O. W.); THENCE South 76'24'37" West, along the common line of the south .Iine of said Baptist tract and the north right-of-way line of said Cotton belt Railroad . rfght-of-way, a distance of 796.09 feet to a ~ Inch 1ro0 rod se~ for corner, said point being the point of a curvature of a curve to the right, haVing a delta of 01'04'14", a radius of 3,420.07 feet a tangent length of 31.95 feet and a chord bearing and distance of South 76'56'44" West, 63.90 feet; THENCE southwesterly, along said common line and along the arc of said curve to the right, a distance of 63.90 feet to a ~ inch iron rod set for corner; THENCE North 01'17'37" East, leaving said common line, a dIstance of 445.98 feet to a ~ inch iron rod set for corner; THENCE North 28'51'26" East, a distance of 748.39 feet to a ~ inch iron rod set for corner; THENCE North 01'17'37" East a distance of J20.00 feet to a ~ inch iron rod set for corner, said point being in the common line of the north line of said Baptist tract and the south right-of-way line of said Bethel Road; THENCE South 88'42'24" East, along said common line, a distance of 438.05 feet to a ~ inch iron rod set for corner, said point being the point of 0 curvature of a curve to the right, having a delta of 02'27'3011, a radius of 1,095.92 feet, a, , " tangent length of 23.51 feet and a chord bearing and distance of South 852056 East, 47.02 feet; THENCE southeasterly, along sold common line and along the arc of sold curve to the right, a distance of 47.02 feet to the POINT OF BEGINNING and CONTAINING 871,200 square feet or 20.000 acres of land, more or less. Cl:: U ..... <.i .5 Vl ~ j ar:l @ <:l "'Cl ~ :>. o j 8 ~ ~. a.. l"- e c..; C\I Iii l"- e e ~ .... ~ co lOT AREAS LOT BLOCK AREA (Sq. Ft.) LOT BLOCK AREA (Sq. Ft.) 1 A 9,000 sq. fl 1 C 9,000 sq. ft. 2 A 10,010 sq.ft. 2 C 9,614 sq. ft. 3 A 9,360 sq. ft. 3 C 11.169 sq. ft. 4 A 10,050 sq. ft. 4 C 11,222 sq.ft. 5 A 11,479 sq.ft. 5 C 14,576 sq.fL 6 A 10,010 sq.ft. 6 C 12,418 sq.ft. 7 A 9,360 sq. ft. 7 C 13,130 sq.ft. 8 A 9,360 sq. ft. 8 C 12,512 sq.ft. 9 A 10,010 sq.ft. 9 C 13,168 sq.ft. 10 A 10,010 sq.ft. 10 C 10,246 sq. ft. 11 A 9,360 sq. ft. 11 C 10,076 sq. ft. 12 A 9,360 sq. ft. 12 C 11,410 sq.ft. 13 A 10.<<0 sq. ft. 13 C 11,313 sq.ft. 14 A 11,758 sq.ft. 14 C 11.814 sq.ft. 15 A 11,485 sq.ft. 15 C 10,830 sq.ft. 16 A 10,223 sq. ft. 16 C 9.326 sq. ft. 17 A 9,360 sq. ft. 17 C 10,305 sq.ft. 18 A 10,392 sq. ft. 18 C 10,268 sq.ft. 19 A 12,380 sq.ft. 19 C 15,324 sq.ft. 20 C 10,249 sq.ft. 1 8 10,870 sq. ft. 21 C 10,125 sq.ft. 2 8 10,010 sq. ft. 22 C 9,720 sq. ft. 3 B 10,345 sq.ft. 23 C 10,665 sq. ft. 4- B 11,480 sq,ft. 24 C 11,604 sq.ft. 5 B 11,099 sq.ft. 6 B 17,192 sq.ft. 1X C 30,303 sq.ft. 7 8 10,817 aq,ft. LX C 603 sq, ft. 8 8 10,270 sq. ft. 3X C 1.107 sq.ft. 9 8 11,162 sq.ft, 4X C 1,846 sq.ft. 10 B 12,072 sq.ft. 5)( C 2,672 sq. ft. 11 B 11,587 sq.ft. 6X C 25,801 sq. ft. 12 8 10.423 sq. ft. 13 8 11,003 sq.ft. .... LEGEND BL = BUILDING LINE DE = DRAINAGE EASEMENT UE = UTiLITY EASEMENT WE ::: WATER LINE EASEMENT WME = WALL & WALL MAINTENANCE EASEMENT IRF = IRON ROD FOUND IPF = IRON PIPE FOUND DOC# ::: DOCUMENT NUMBER D.R.D.C. T. = DEED RECORDS, DALLAS COUNTY, TEXAS M.R.D.C.T. = MAP RECORDS, DALLAS COUNTY, TEXAS ~ = 1/2" IRON ROD FOUND wi YELLOW PLASTIC CAP STAMPED "DAA" (UNLESS NOTED OTHERW1SE) . = 1/2- IRON ROD SET W/ YELLOW PLASTIC CAP STAMPED o ::: DENOTES STREET NAME CHANGE IfDAA" "8 .s:: I./J ~ ~ ~ co C\I o l"- e ~ ~ .9 co C\I o I"- 9 g ...J ~ 1 ..,-: X REVISED: AUGUST 6 2007 LINE TABLE UNE BEARING T1 S88'42'24-E T2 N65'36'52.W T3 61'GB'J4MW T4 N68';37'59.W T5 N88'42'23.W T6 S76'24'37MW T7 S13'35'23"E T6 N28'51'26"E T9 N12'57'30-E LENGni 1.'32.31' 12.64' 52.85' 96.12' 25.00' 56.28' 35.66' 128.03' 7.50' MIRA MAR DEVELOPMENT CORPORATION DOC. NO. 200600465947 D.R.D.C.. T. Delto=2"27'30. R-1095.92' T=-23,51, L-47.02' Chd=S85.20'56-E 47,02' 22' ROW DEDICA TION 1X LOT 1 R, BLOCK A REPLAT CREEK VlEW, OHASE II VOL. 2002167, PG. 64- M.R.D.C. T. ROW DEDICA TION .) 1) II '--...) \ /~f' .' "~' ,=OC BEGINNING t>oC) '-.-/ / . TRACT 1 CREEK VlEW, PHAS II VOL. 93231, PG. 50 M.R.D.C. T, BETHEL ROAD (50' RIGHT-OF-WAY) /' <- ---- 1X 2 @ @ /'\ / " '- LEXINGTON A VENUE I / / LOT 1 20' A ITARY ,7ctW'ER E SEMENT V HJ E 9523 , PAGE 3809 / D. . .c.~ / / \ " ~ ' " 3X TRACT 2 CREEK \1EW, PHASE II VOL. 93231, PG. 3950 M.R.D.C. T. 23 , \ LOT 3R, B REPLAT CREEK VIEW, PHASE II VOL. 2001029, PG. 3536 M.R.D.C.T. / . 'f\ . Z ~ ~/W Ci ~t<O! N ... I) 1- ) ~, f'. I b; p 1')\ .r .0 .... (.'1 o I \ \ en I 'I \ 20' SipEW (~y K EASEMENT IS PLAT) N CHARLES W. ANDOLlINA AND 'MFE, MARGARET C. ANDOLINA DOC. NO. 200510710979 D.R.D.C.T. '\' 1 '~I . I \6 @ 9 1X MMON AREA CREENING DSCAPING --------- 15 10 13 @ H 11 14 20' GRAD TO OR IN EASEMENT 97023. PAGE 3644 D.R.D (TO BE AB NOONE BY SEPARATE 12 NSTRU NT) 15 13 ", ); d /' " 'AONDSON " DRIVE 16 ~ /~\ )'. ~ J.~ " '- .:'::: 5H.- 21 20 17 ~.-...-"'...-~-...., ..~,.r.:"__' 22 19 LOT 1R ADVANTAGE SELF STORAGE ADDITION VOL. 96151, PG. 1472 M.R.D.C.T. @ DICKEy'S ADDITION LOT 1, BLOCK 1 OL. 99177, PG. 5 M.R.D.C.T, ---------- PINKERTON ELEMENTARY SCHOOL ADDITION VOL. 91211, PG. 1011 M.R.D.C.T. ( l ~ ~ u u I- <: l I'" I.. U U < '" ~ I'" I.. U a u c: ~ < OAR! G c: , < f- I.. c: ....J ...J ~ o J: BELT LINE . lOCATION MAP NTS GRAPHIC SCALE 100 L. ~D 0 [ -, 100 --r---- ( IN FEET ) 1 inch .. 100 fl X() --1 - DEVELOPMENT DATA PROPOSED USE: Planned Development (ResidenenUal (SF-9)) LAND AREA: RESIDENTIAL DWELLINGS: TOTAL D WEUINGS: MINIMUM LOT SIZE: MINIMUM LOT DEPTH: MINIMUM LOT WIDTH: MINIMUM FRONT SETBACK' MINIMUM REAR SETBACK' MINIMUM SIDE SETBACK (lor interior 75' lots) (for corner lots) RESIDENTIAL DENSITY: PARK/OPEN SPACE: MIN. DWELLING UNIT: MAXIMUM LOT COVERAGE: MAXiMUM BUILDING HEIGHT :1:20 AC ORDINANCE (RES.) PD 58 9,000 s.F. 120' 75' 25 feet 20 leet 9,000 S.F. 100' 75' 25 feet 20 feet 8 feet 15 feet 8 feet corner 15 leet corner :1:2.8 U.P.A. 25,000 or 0.5 Ac. 3200 SF 35" 35" 35' AT THE MID-POINT BETWEEN THE EA VES & DOMINANT RIDGE OF HIP OR GABLE ROOFS AREA REGULATION EXCEPTION: A MAXIMUM OF 18 LOTS .vA Y ]{A VE A MINIMUM LOT WIDTH OF 72 FEET AND A SIDEYARD SETBACK OF 5 FEET. THESE 18 LOTS ARE DEPICTED ON THE PLAN WITH AN "." NEXT TO THE LOT NUMBER. GARAGE NOTE: THIS DEVELOPMENT MAY HAVE HOMES WITH 4-CAR GARAGES; IN NO INSTANCE SHALL MORE THAN 2 GARAGE DOORS [i'ACE THE STREET. SITE DATA NO. OF RESIDENTIAL LOTS = 56 TOTAL AREA == 20.00 ACRES DENSITY = 2.8 UNITS/ACRE MINIMUM LOT SIZE = 9,000 SQUARE FEET NOTES: 1, NO PORTION OF THIS SUBDIVISION IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR DALLAS COUNTY, MAP NO. 48113C0155J, DATED AUGUST 23, 2001. 2. ALL MEDIANS AND COMMON AREAS W1LL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). 3. PER ZONING: A MAXIMUM OF 18 LOTS MAY HAVE A MIMIMUM LOT 'MDTH OF 72' AND A SIDE BUILDING LINE OF 5' (NOT ADJACENT TO STREET). THESE LOTS ARE MARKED ON PLAT WITH AN ASTERICK AND LOCATIONS MAY VARY AT THE FINAL PLAT. 4. ENHANCED STREET PAVING AND SIDEWALKS WlTH PAVERS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. 5. NO STREET PARKING ALLOWCD ON MONTEBELLO DRIVE ADJACENT TO LOT 1, BLOCK C. 6. SCREENING WALL ADJACENT TO LOT 1, BLOCK A TO CONNECT WITH EXISTING SCREENING WALL IN SUMMIT AT THE SPRINGS PHASE ONE. 56 lOTS N 20.000 ACRES PRELIMINARY PLAT THE CHATEAUS OF COPPELL \' /'..... CITY OF COPPELL J. A. SIMMONS SURVEY r'oJ ABSTRACT NO 1296 DALLAS COUN TY, TEXAS JULY 2007 SCALE: 1"=100' ~ ~~ l":l e'J\se~ :': P r.t / 11 ' ~I.Tl\eHED TO'I C.C. PACKET II 972 DEVELOPER/ APPLICANT TOll BROS, INC. 2557 S. W. GRAPEVINE PKWY., STE. 100 817-329-8770 GRAPEVINE, TX 76051