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Home My WebLink About(0043) CB1-003C - DFW Airport.pdfField Notes Describing a 116,453 Square Foot (2.6734 Acre) Parcel CB1-003C to Be Acquired From City of Dallas, Texas Being a 116,453 Square Foot (2.6734 Acre) tract of land situated in the Amos J.N. Dunn Survey, Abstract Number 434 and the Esther Moore Survey, Abstract Number 1029, in the City of Grapevine, Tarrant County, Texas and being part of Tract 12, a called 160 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 also being part of Tract 9, a called 18.463 Acre tract of land conveyed by the City of Fort Worth, Texas to the City of Dallas by Special Warranty Deed dated February 7, 1973, as recorded in Volume 5390, Page 339, 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" (CM) found on the southern north line of said Tract 12, same being 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 northeast corner of the herein described tract of land and also being the beginning of a non -tangent curve to the left, having a radius of 695.45 feet and whose chord bears: South 06 degrees 13 minutes 22 seconds West, a distance of 507.72 feet; THENCE departing the existing southerly Right -Of -Way line of said DART and being over and across said Tract 12 and along said curve to the left, through a central angle of 42 degrees 49 minutes 09 seconds, an arc distance of 519.73 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" found for corner on the existing easterly Right -Of -Way Easement line of TEXRAIL, a variable width Right -Of -Way, conveyed to The Fort Worth Transportation Authority by Public Mass Transit Easement, as recorded in Instrument No. D217271061 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.) and being the end of said curve to the left and the southernmost corner of the herein described tract of land and also being the beginning of a non -tangent curve to the left, having a radius of 2,092.73 feet and whose chord bears: North 40 degrees 20 Minutes 44 Seconds West, a distance of 102.62 feet; THENCE along the existing easterly Right -Of -Way Easement line of said TEXRAIL and along said curve to the left, through a central angle of 02 degrees 48 minutes 35 seconds, an arc distance of 102.63 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner and being the beginning of a compound curve to the left, having a radius of 1,000.37 feet, whose chord bears: North 60 degrees 27 minutes 27 seconds West, a distance of 627.02 feet; CB1-003C Sheet 1 of 4 THENCE along the existing easterly Right -Of -Way Easement line of said TEXRAIL and along said compound curve to the left, through a central angle of 36 degrees 31 minutes 41 seconds, passing at an arc distance of 223.84 feet, the west line of the aforementioned Tract 12, same being the east line of the aforementioned Tract 9, continuing for a total arc distance of 637.77 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner on the existing southerly Right -Of -Way line of the aforementioned DART tract of land, same being the north line of said Tract 9 and being the end of said compound curve to the left and the northwest corner of the herein described tract of land; THENCE North 80 degrees 01 minutes 14 seconds East, along the existing southerly Right -Of -Way line of said DART and the north line of said Tract 9 and the southern north line of said Tract 12, passing at a distance of 385.22 feet, the northeast corner of said Tract 9, same being the southern northwest corner of said Tract 12, continuing for a total distance of 677.22 feet to the POINT OF BEGINNING and containing 116,453 Square Feet or 2.6734 Acres of land. CB1-003C Sheet 2 of 4 NOTES: 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. Directional Control Line is based off the centerline of the rails of the Dallas Area Rapid Transit Property Right -Of -Way, as recorded in Volume 10146, Page 640 of the Deed Records, Dallas County, Texas. 3. 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). 4. 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. � ° `�:i -• 4-27-20 Dustin D. Davison, R.P.L.S. Date Texas Registration No. 6451 ARS Engineers 12801 N. Central Expressway - Suite 1250 Dallas, Texas 7524 TBPLS Firm No. 101319-00 'CP•'••GIST '�" DUSTIN D. DAVISON ................................ 6451 N0�•SUR CB1-003C Sheet 3 of 4 NOTES: CALLED 18.486 ACRE TRACT 11. All bearings and coordinates are v w (TRACT 11 based on the Texas State Plane o Iji cc Coordinate System HAD 83 (2011) E— U GENERAL WARRANTY DEED I N o r t h C e n t r a l Zone ( 4202 ) . R e f S t a t o n: co Q cn RUTH D. BOX, DAVID E. BOX JR., I PRS3801 75276427 r JOE N. BOX, WILLIAM DONALD BOX, v Q �I M x MARY RUTH BOX JONES AND EVELYN D. BOX SMITH 2. A l l d i s t a n c e s S h own are s u r f a c e ` J U o E- CONVEYS TO valves and may be converted to Q CITY OF FORT WORTH grid by dividing by the conversion N O L` cn FILED JUNE 22, 1973 _ factor for Dal IaS County of O o Q N SURVEY VOL. 5475, PG. 301 —X� x 1 .000136506 0 50 100 Q ~ I LLJ J ER MOORS D.R.T.C.T. — ESTN p-1OZ9 --= POINT OF BEGINNING Feet " o _ — DEED PANv (C M) � w Q O jNWES1ERN ID IRNNS1 ROPERTY _ _ U RN LjNE VE'SL10DLL 1RONCORTO --_--- ♦ - W Ay OU DALLIS AS pORAT lON - - - ♦ Q w O m z EXISTING RIG CON AC0U1 DECEWER 21, 1990 .22 y\ _ _ w m O U d FILED jp146.0 ro40 0°O�'1VE — 6--�- n/ ~ z w TROL LINE oa1H allo - a p�RECTLONAL CON oa ws1ET_ WAy LINE D--D-�N$--- C1: D=42°49'09° LT ran o ~ 385.52 R=695.45' ♦ N O o � CV EX�---� C3: D=36°31'41" LT L=519.73' —' R=1,000.37' Z CB=S06°13'22"W a o cf) CA44t •�`�. L=637.77 CL=507.72' 3 X. i o 0 0 0CD C °/Ty565ACq �.� C6=N60°21'27"W of f>-V Co o� > z cc a w a �VpFySTO 044gFASFy, CL-621.02' a C2: D=02°48'35" LT - o o U c' J T"F FUR; wA*D r, FUR JC Nq , � ` R = 2 , 09 2 . 7 3 'o�C U N J U j 1*FD��TyT%, "�ST94NS C3 ,�♦ L=102.63' w w a NST yOf FR 1NSPIC4 �T yIT FgSFME Fps I o W = z 0 (LEGEND \ \�1T2T7��7T T� gUTN�ITy NT /Sjlq��, CB-N40 20 44 W a U a a 0 6' N ° RSW �°� CL=102.62' of w -0FH cr RAIL ROAD SWITCH ��\ qT �, % 2.6734 AC. a' CD Uj Q0 m ~ � c> MH FIRE HYDRANT 044� �� yTg4 � 116,453 SO. FT. o ZLu 0 MANHOLE FQ 18 �� Fk NSpOq�� TO BE ACQUIRED o O B I Sp . q6. ISl T4T I ¢ w °C Q SIGN FIBF CAN. F c, C144 3 4c'R �I\1 F /O;s��`? 9 i 3 a ALP UTILITY POLE QFFBR�%S �� OFFWgRgiyTRqcT \��w°9T I F9sF�Fti4 003C a Q LIGHT POLE qRy �ITy ART �o�T QFFOrRq�T �\q,> T90� , I a o ----- EXISTING RIGHT-OF-WAY Q'R�9�3 Qq� h; ,9) T o°9 �� "' O ---PROPERTY LINE �,C 1104•44s FX4S \Tq�i�° �UNN SURVEY 3 T X w I AMOS N° -� PROPOSED RIGHT-OF-WAY LINE S90 OqS \qs� ; J° A-434 O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS ,33 OF 'w 9 A' 9 �� ...........TE V J1 cn O ,�P °'•GIST "a^ O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS \ �; �Fp•.9s dh� L, D . R . T . C . T . DEED RECORDS, TARRANT COUNTY, TEXAS Q (CM) ....................... Nm� x HEREBY CERTIFY THAT THIS PLAT °•°°DUSTIN D. DAVI6�N (CM) CONTROLLING MONUMENT CD S BASED ON AN ON THE GROUND SURVEY Uq� TODTHENDER BESTMOFSMPERVISION AND, NOWLEDGE, 6451 ® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP QI IS TRUE AND CORRECT. z STAMPED "ARS ENGINEERS" SET <q.o�SSIONPyoe ��.��,• 4-27-20 FOUND 5/8 INCH YELLOW CAPPED IRON ROD STAMPED, "ARS ENGINEERS" w DUSTIN D. DAVISON, R.P.L.S. TEXAS No. 6451 C:\30219046 Cotton Bel t\DGN\CB1-003C\CB1-003C—RP3-2000.dgn 4/27/2020 <* 1 $ Parcel Closure Report: CB1-003C <* 2 $ ---------------------------- <* 3 $ Start Coordinates, North: 7027707.7905 East: 2412092.8126 <* 4 $ Curve: 302 Rad.: 695.4500 Delta: 42A 49' 9.12" Ift. Arc: 519.7349 <* 5 $ Degree: 8^ 14' 19.19" Tan.: 272.6783 Mid Ord.: 47.9898 Ext. 51.5468 <* 6 $ Chord Bearing: S 6" 13' 22.10" W Chord Dist.: 507.7241 <* 7 $ Curve: 300 Rad.: 2092.7300 Delta: 2^ 48' 35.18" Ift. Arc: 102.6270 <* 8 $ Degree: 2^ 44' 16.25" Tan.: 51.3238 Mid Ord.: 0.6291 Ext. 0.6293 <* 9 $ Chord Bearing: N 40A 20' 44.21" W Chord Dist.: 102.6167 <* 10 $ Curve: 301 Rad.: 1000.3700 Delta: 36A 31' 40.53" Ift. Arc: 637.7684 <* 11 $ Degree: 5^ 43' 38.85" Tan.: 330.1429 Mid Ord.: 50.3959 Ext. 53.0693 <* 12 $ Chord Bearing: N 60A 27' 26.88" W Chord Dist.: 627.0224 <* 13 $ Line: N 80A 01' 14.34" E Dist.: 677.2178 PtNum: 6088 <* 14 $ End Coordinates, North: 7027707.7905 East: 2412092.8126 <* 15 $ Error North:-0.0000 Error East:-0.0000 <* 16 $ Error Direction: N 59^ 51' 15.22" E Total Distance Error: 0.0000 <* 17 $ Error of Closure Greater than 1/10,000,000.00 <* 18 $ Perimeter: 1937.3481 <* 19 $ Area: sq. Feet: 116452.5499 Acres: 2.6734