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Home My WebLink About(0045) CB1-005A-R1- DFW Airport.pdfField Notes Describing a 8,906 Square Foot (0.2045 Acre) Parcel CB1-005A to Be Acquired From City of Fort Worth, Texas Being a 8,906 Square Foot (0.2045 Acre) tract of land situated in the W. Owen Survey, Abstract Number 1193, in the City of Grapevine, Tarrant County, Texas and being part of Tract 8-A, a called 24.36 acre tract of land, conveyed by the City of Fort Worth, Texas to the City of Dallas, Texas by Special Warranty Deed dated May 5, 1971, as recorded in Volume 5037, Page 255 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the northeast corner of said called 24.36 acre tract of land, same being the northwest corner of a called 29.54 acre tract of land, conveyed to the City of Fort Worth, Texas by General Warranty Deed, as recorded in Volume 5662, Page 454, D.R.T.C.T., also being on the existing southerly Right -Of -Way line of 100 foot Right -Of -Way, conveyed to Dallas Area Transit Property Acquisition Corporation (DART), as recorded in Volume 10146, Page 640 of the Deed Records, Dallas County, Texas (D.R.D.C.T.), and being the most northerly corner of the herein described tract of land, from which a found 3-1/2 inch TxDOT brass disk bears: North 63 degrees 30 minutes 33 seconds East, a distance of 808.50 feet; THENCE South 01 degrees 14 minutes 24 seconds East, along the common line of said called 24.36 acre tract of land and said 29.54 acre tract of land, a distance of 16.72 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the most easterly corner of the herein described tract of land; THENCE departing said common line and being over and across said called 24.36 acre tract of land the following six (6) courses and distances: 1. South 63 degrees 30 minutes 33 seconds West, a distance of 38.30 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; 2. South 26 degrees 29 minutes 27 seconds East, a distance of 5.00 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; 3. South 63 degrees 30 minutes 33 seconds West, a distance of 150.00 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; 4. North 26 degrees 29 minutes 27 seconds West, a distance of 5.00 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; CB1-005A Sheet 1 of 4 5. South 63 degrees 30 minutes 33 seconds West, a distance of 351.75 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the most southerly corner of the herein described tract of land; 6. North 26 degrees 29 minutes 27 seconds West, a distance of 15.00 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set on the northerly line of said called 24.36 acre tract of land, same being the existing southerly Right -Of -Way line of said DART tract of land and being the most westerly corner of the herein described tract of land; THENCE North 63 degrees 30 minutes 33 Seconds East, along the common line of said called 24.36 acre tract of land and said DART tract of land, a distance of 547.44 feet to the POINT OF BEGINNING and containing 8,906 Square Feet or 0.2045 Acres of land. 4/16/20 CB1-005A Sheet 2 of 4 ►M126 l 1. The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983 (NAD83) 2011 Adjustment, Epoch 2010.00. Ref Station: PRS380175276427 2. All coordinates and distances are US Survey Feet, displayed in surface values and may be converted to grid by dividing by the combined adjustment factor of 1.000136506 (Dallas County Scale Factor). 3. A survey plat of even date herewith accompanies the legal description. I, Dustin D. Davison, a Registered Professional Land Surveyor in the State of Texas, hereby certify that the land description and plat represent an actual survey made on the ground under my supervision. :2-:4 a: 4-16-20 Dustin D. Davison, R.P.L.S. Date Texas Registration No. 6451 ARS Engineers 12801 N. Central Expressway - Suite 1250 Dallas, Texas 75243 TBPLS Firm No. 101319-00 C9 .��I �eO ;%ys =;fir DUSTIN D. DAVISON ............................. V . 6451 � •� '��FES SI�NP' � O� sup CB1-005A Sheet 3 of 4 ID[111�.�1 EC�� 1 FWNp Q� LINE TABLE LINE COURSE DISTANCE L1 S63030'33''W 38.30' L2 S26029'27"E 5.00' L3 S63030'33"W 1 150.00' L4 I N26029'27"W 1 5.00' 1. All bearings and coordinates are based on the Texas State Plane Coordinate System HAD 83 (2011) North Central Zone (4202). Ref Station PRS380175276427 2. All distances shown are surface valves and may be converted to grid by dividing by the conversion factor far Dallas County of 1.000136506 0 50 100 Feet -? FOUND 3-1/2" E ITxDOT BRASS CAP 0�0' i (CM) N6�80� 50 I 1014'24"E N 16.72' Op�\pg pXuA 0�Q,E�, -\ oo, --' '' � . --- SEE DETAIL „A„ Fl\ von 0.2045 AC. T. RIGHT-OF-WAY /- EXISITING �� ,' L4 0 BE COU RED REMAINDER OF A CALLED 29.54 ACRE TRACT LINE .'1b' GENERAL WARRANTY DEED LEGEND �C�10 �lCjF •�O ,,�.0 � \ • CB1 - LWCONVEYRETTA HARW LL -0RSW RAIL ROAD SWITCH �� N�Q�� °F, �.�.��j°W 005A CITFI�DF�uNE�t4TR1974XAS FH G� '�JO' A' `• /•0 ,�0 VOL.5662. PG.454 OMH FIRE HYDRANT N6��A1��S6'j D.R. T.C.T. MANHOLE CALLED 24.36 ACRE TRACT ........................... (TRACT 8-A) 4 .0001 ..�1 PROPOSEDSIGN o , . d UTILITY POLE a RIGHT-OF-WAY THE CITYIAL OF FORT NTY WORTH, TEXAS � �,* 0�'%N/,' <,, LP N26 29 27 W Fy / DETAIL All LIGHT POLE Q0 CONVEYS TO 15.00' S� N.T.S. .� — - - - — EXISTING RIGHT-OF-WAY �� oJ� CITY OF DALLAS, TEXAS �.000, FILED MAY 5, 1971 — — — PROPERTY LINE �° P VOL. 5031, PG. 255*000 PROPOSED RIGHT-OF-WAY LINE D.R.T.C•T• CALLED 11.58 ACRE TRACT GENERAL WARRANTY DEED ' BYRON BURNETT, DOING BUSINESS ASTE AS IMPROVEMENT COMPANY C- Ilk CONVEYS TO - CITY OF FORT WORTH FILED APRIL 12, 1973 - F VOL. . PG. 260 D.R.T.R.T.C.T. QpNVPN \ °p �wN�� s�P°NSPP P G�;bp0 Ccj%q, \� �� L2 O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS (CM) CONTROLLING MONUMENT ® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP STAMPED "ARS ENGINEERS" SET FOUND IRON ROD OR MONUMENT AS NOTED I HEREBY CERTIFY THAT THIS PLAT IS BASED ON AN ON THE GROUND SURVEY MADE UNDER MY SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE, IS TRUE AND CORRECT. � Z� 4-16-20 DUSTIN D. DAVISON, R.P.L.S. TEXAS No. 6451 .............................. DUSTIN D. DAVISON �.............................. 6451 v�FESSIONP°'O U R LLJ Cn r C0 a m J a z O c3' LLJ m J LLJ m z O O LLJ m U C/) a Q L, x V :�: LLJ o a C ~ C V Lc) L� O cn O O a Q I LJ.J J � J o m - a O U O L� J U L� LLJ LLJ Q O Q LLJ >- cX7 O c� Q w O = 00 a Y CD z z 6) 0 0 J 0 a 001 0 01 V-V 5 a pZ 8g� w C:\30219046 Cotton Bel t\DGN\CB1 -005A\CB1 -005A-RP3-2000.dgn 4/16/2020 <* 10 $ Parcel Closure Report: C131-005A <* 11 $ ---------------------------- <* 12 $ Start Coordinates, North: 7029018.2643 East: 2415234.6413 Name: 6055 <* 13 $ Line: S 0^ 14' 25.02" E Dist.: 16.7248 PtNum: 6054 <* 14 $ Line: S 63A 30' 32.68" W Dist.: 38.2960 PtNum: 6056 <* 15 $ Line: S 26A 29' 27.32" E Dist.: 5.0000 PtNum: 6057 <* 16 $ Line: S 63A 30' 32.68" W Dist.: 150.0000 PtNum: 6058 <* 17 $ Line: N 26A 29' 27.32" W Dist.: 5.0000 PtNum: 6059 <* 18 $ Line: S 63A 30' 32.68" W Dist.: 351.7493 PtNum: 6060 <* 19 $ Line: N 26A 29' 27.32" W Dist.: 15.0000 PtNum: 6061 <* 20 $ Line: N 63A 30' 32.69" E Dist.: 547.4427 <* 21 $ End Coordinates, North: 7029018.2643 East: 2415234.6413 <* 22 $ Error North:-0.0000 Error East: 0.0000 <* 23 $ Error Direction: N 21^ 48' 5.07" W Total Distance Error: 0.0000 <* 24 $ Error of Closure Greater than 1/10,000,000.00 <* 25 $ Perimeter: 1129.2128 <* 26 $ Area: sq. Feet: 8906.1539 Acres: 0.2045