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HomeMy WebLinkAbout(0039) CB1-003A - DFW Airport.pdfField Notes Describing a 120,818 Square Foot (2.7736 Acre) Parcel C131-003A to Be Acquired From City of Dallas, Texas Being a 120,818 Square Foot (2.7736 Acre) tract of land situated in the Amos J.N. Survey, Abstract Number 434, 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 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 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 580.45 feet and whose chord bears: South 02 degrees 55 minutes 02 seconds West, from which 1/2 inch capped iron rod stamped, "HALFF" Controlling Monument (CM) found for the southeast corner of the remainder of a called 41.230 acre tract of land, conveyed to Total E&P USA Barnett, LLC., as recorded in Instrument No. D216266568 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), same being an exterior ell corner of a called 35.88 acre tract of land, conveyed to ONCOR Electric Delivery Company, LLC, as recorded in Instrument No. D218025857, O.P.R.T.C.T., bears: North 79 degrees 52 minutes 25 seconds West, a distance of 1,151.58 feet; THENCE departing the southerly line of said DART and being over and across said Tract 12 and along said curve to the left, through a central angle of 68 degrees 11 minutes 05 seconds, an arc distance of 690.76 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner and the end of said curve; THENCE South 36 degrees 21 minutes 18 seconds East, over and across said Tract 12, a distance of 284.42 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; THENCE South 39 degrees 21 minutes 52 seconds East, over and across said Tract 12, a distance of 471.65 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; THENCE South 36 degrees 08 minutes 59 seconds East, over and across said Tract 12, a distance of 319.48 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner; CB1-003A Sheet 1 of 6 THENCE South 34 degrees 18 minutes 55 seconds East, over and across said Tract 12, a distance of 97.05 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set 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 southern most corner of the herein described tract of land; THENCE along the existing easterly Right -Of -Way easement line of said TEXRAIL the following six (6) courses and distances: 1. North 39 degrees 21 minutes 52 seconds West, a distance of 95.20 feet to a corner; 2. South 50 degrees 52 minutes 40 seconds West, a distance of 13.54 feet to a corner; 3. North 39 degrees 21 minutes 52 seconds West, a distance of 405.65 feet to a corner; 4. South 50 degrees 38 minutes 08 seconds West, a distance of 5.00 feet to a corner; 5. North 39 degrees 21 minutes 52 seconds West, a distance of 870.82 feet to a corner for the beginning of a non -tangent curve to the left, having a radius of 2,092.73 feet and whose chord bears: North 38 degrees 55 minutes 00 seconds West, a distance of 1.76 feet; 6. Along said curve to the left, through a central angle of 00 degrees 02 minutes 54 seconds, an arc distance of 1.76 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the west corner of the herein described tract of land and being the beginning of a non -tangent curve to the right, having a radius of 695.45 feet and whose chord bears: North 06 degrees 13 minutes 22 seconds East, a distance of 507.72 feet: THENCE departing the existing easterly Right -Of -Way easement line of said TEXRAIL and being over and across said Tract 12 and along said curve to the right, 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" set for the end of said curve and being on the common line of said Tract 12 and said DART tract of land and also being the northwest corner of the herein described tract of land; CB1-003A Sheet 2 of 6 THENCE North 80 degrees 01 minutes 14 Seconds East, along said common line, a distance of 154.96 feet to the POINT OF BEGINNING and containing 120,818 Square Feet or 2.7736 Acres of land. 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. 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 C81-003A Sheet 3 of 6 t � -I I I � 4 � *-• 1 � 1 q � cn n c� o 0 o v v m r c cn m r y y 4� O o - CDm m A x n a rn l4 �4 l O C a ID Z T H H O O ---. o Z 77 z a o OM ro W z 7-z = m r- m m z ti o n o r z oFe: sn v 1 �y l5 U� r-- o m a 77 to ca o a m c,) z c-) rn a m m O .� m tl ✓� 1 iP� z n 9 ry y II o G7 m c a m O m p n m m m z n SAP R& IMATE SURVEY LIME o m v z o o t z -0 (D- c U) Z O m o z : 4 � � m a I �% n n n _ y /o..+rnnrs d t 1 Ste" y� m 4 ill v rn a Ln m OJ ' AMA A � X +. a X y = ~ n t '+ ~ yy rn Z ZIFO O N r i• 1 1 b NCf G m e:7 m ;R1� �m CALM 35.1111111 ACRE TRAC SPECIAL WAMA 1 DEED acaR EXMIC DEILIVER LLC m w rn° -n . o IIRA ND C211G25151 op� C7 um, C)D— p o R. m anQ IRE r- CO 9� G � r!Fl : II II Ol C11O ��37 q - �♦ CD, �-.3m mQ enn� .�. O+ m cn w OD CID Z C7 ♦ F. C1r O O O o ITT �j .. Law. X: �r o cn C�71 I 1�*7 U ♦ yerno ��ya O Ai(� ±' + t 1 m o o m ch m: nTl: 0 33- 770oN a O C7 Om 3 O � r, Gil Z o { is r� o � W� n z o a a 0) met a rn oo�ci� t°o c7 �rc�n�m�a =�.rnm CD aC� n ZCfl r*,e' '$—��t�i[�n� p��rorn m �� DD -< m CN O cO 77 X � Z ,Nto L;ncn;x n Cnrnv? m Z g� N ¢ Z N 37 (n C7 --I`� 3 o f m m [ W ' COTTON sfleet a of s DART PROJECT BELT REGIONAL RAIL .SYSTEM DRAB ALLVORK A 120,818 SQUARE FOOT (2.7736 ACRES) AR� DD S DRAWN ODAVrsON c CXED RPENA PARCEL CB1 -003A IN CHARGE TO BE ACQUIRED FROM N reaer x. �u'�0i rxsv DRAY 150N 3 nr.�,ae-arlt �..rru.3.-arse DATE tD�Diits THE CITY OF DALLAS, TEXAS � . n.pw.aY sw... mare se•wyW xnn ltotare-m 3 rz ® CONTRACT DYG No. n ' DART, ell righls reserved, 1987-2019 1480s3s] RP3-2000 0 0 0 � v b � 1 rn co cn C_> O o O c a oo z m n rn o a o m m z o m — o n r m a n r� o = o z n a 21 m m m o o m c a m o � z A � m X1 77 n o � rn m i o m 77 1 Z O o D Z 33 O V c co z a Z -A V m O C n z -A T a cn - z -Ij � � a C. m -4 1 x o m m a c c-) F_ C/) Z o r- c p { z v � - r m a x M cn a m cn x a = m r r^ z� mCA � rn Z rn O APPROXIMATE SURVEY LINE s H = N r*1 r ^� v A CA Z m o c �d y .R cZl� I 0" c u'rn cn ao x 7 Azzl �, w� cOa = i' 2 �S'a I a I m� I h rn � / 1 `� I 1 Q ti N �aa�� Y� I I ■�~~r a O �� `' ti ♦ 1 r 7o orn m ♦♦ r ao 0 II III �I�GVI 1 � �0�� ♦ ct m=� I ON?�W �S I Z O �I A— N ♦♦ �`� I � O 1 VI >�n � a xzc�Qa CD' I o —+ oo_ o C-) r ca 11 II II 4 o ao ao'~cn -4o _ • ODrn �I OD 2 tO p a G1 o N Ja C/s j C.P1 � ill r 4 c Iv o r m po I to � CD Z" C) a m O� O 3- C)r I I --moo Cn ula nO "Ti r I 5a N N --I L^O r m-� 3- C, CD a m En C-) -4 (D m N m Z a r m I! 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YsD��v.I ■ � 0o fzr+} >•39-9rsa aa` (arsj vas-.rrca �r �� DATE 7q�g1�1'� THE CITY OF DALLAS, TEXAS !`� s1.�+.•.n*s rw.R !e-ere snmrirw tvnn lrofara-oe - �� n `- -- CONTRACT OWC No. QDART. olI rights reserved, 1987-2019 cs= 1 14806367 RF3-2O02 <* 68 $ Parcel Closure Report: C81-003A <* 69 $----------------------- - <* 70 $ Start Coordinates, North: 7027734.6447 East: 2412245.4321 Name: 6076 <* 71 $ Curve: 80 Rad.: 580.4500 Delta: 68A 11' S.42" Ift. Arc: 690.7645 <* 72 $ Degree: 9" 52' 15.33" Tan.: 392,8822 Mid Ord.: 99,7593 Ext. 120.4627 <* 73 $ Chord Bearing: S 2^ 55' 2.10" W Chord Dist.: 650.7186 <* 74 $ Line: S 36A 21' 18.30" E Dist.: 284.4230 PtNum: 6078 <* 75 $ Line: 5 3911 21' S2.30" E Dist.: 471.6545 PtNum: 6079 <* 76 $ Line: 5 36A 08' S9.14" E Dist.: 319.4790 PtNum: 6080 <* 77 $ Line: 5 34A 18' 54.93" E Dist.: 97,0543 PtNum: 6081 <* 78 $ Line: N 39A 21' 52.01" W Dist,: 95.2014 PtNum: 6092 <* 79 $ Line: S 50^ 52' 40.31" W Dist.: 13.5397 PtNum: 6083 <* 80 $ Line: N 39A 21' S2.01" W Dist.: 405.6453 PtNum: 6084 <* 81 $ Line: S 50^ 38' 7.99" W Dist.: 5.0001 PtNum: 6085 <* 82 $ Line: N 39A 21' S2.01" W Dist.: 870.8247 <* 83 $ Curve: 81 Rad.: 2092.7300 Delta: 0^ 02' 53.76" Ift. Arc: 1,7630 <* 84 $ Degree: 2^ 44' 16.25" Tan,: 0.8815 Mid Ord.: 0.0002 Ext, 0.0002 <* 85 $ Chard Bearing: N 38^ 54' 59.74" W Chard Dist.: 1.7630 <* 86 $ Curve: 82 Rad,: 695.4500 Delta: 42A 49' 9.12" rt. Arc: 519.7349 <* 87 $ Degree: 8^ 14' 19.19" Tan.: 272.6783 Mid Ord.: 47.9898 Ext. 51.5468 <* 88 $ Chord Bearing: N 6^ 13' 22.10" E Chord Dist.: 507.7241 <* 89 $ Line: N 80A 01' 14.34" E Dist.: 154.9641 <* 90 $ End Coordinates, North: 7027734.6447 East: 2412245.4321 <* 91 $ Error North: 0.0000 Error East: 0.0000 <* 92 $ Error Direction: 5 3^ 54' 55.64" W Total Distance Error: 0.0000 <* 93 $ Error of Closure Greater than 1/10,000,000.00 <* 94 $ Perimeter: 3930.0485 <* 95 $ Area: sq. Feet: 120818.2053 Acres: 2.7736