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Home My WebLink AboutCP1995-19, CURVE TABLE CV DELTA RADIUS TANGEN LENGTH CH BEARING CH LENGTH CV 1 89'52'17" 33.00' 32.93' 51.76' S 4824'17' W 48.62' CV 2 90'04'37' 33.00' 33.04' 51.88' N 44'37'18' W 48.70' 0 100 2C^ 400 ' MWA 50 150 300 SCALE: I"=200' ! NASH STREET _ (50' ROW) VARIOUS CONCRETE DRIVES PLAN OF: Trinity Industries CASE #: CP95 -19 LOCATION: 237 Acres of A -755,A -422, '.A -131 ZW W ',MAYOR S RETAR N= DATE: PLANNING D ZO ING COM / SION / CHA MAN Q, Q: m m C3 n m Il v m 3 DATE: SHEET 1 OF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES_ NOTES MILE STREET j da �J N 88'40'280 W 406.72' I I I I I Illlillll Illiillii /L illilll ilillllll .-. 0 g Ill hill IIIIIIIII �� I.i�illlll n- w C CnL- O OFFICE Q rn oFACE OFFICE I 1 r == N9c1- 'Fi -16'Wt 14,92'. _ W. c u N 00'50'29" W 9.98' „_.. _.,1, INNIN, I,/ ',I I 'I 1 D - 10'04'38" R - 1175.12' pp N 79'48'36" W N 79'34'58` W T- 103.61' LLB 0 180.90' L - 206,88 10.62 CB - N 8437'15" W „ Ch - 206.41' r4 c��tiy W 8 ; cn S 89'42'03' W i _,r_T ♦ 0 F,fdCE /110}1 Mu ti Q `J 4o' / / I / I i / 1 DALLAS ROAD 0 0 �,� 75.11'22" S 893713 E 401.92 (VARIABLE WIDTH RIGHT -OF -WAY) _ i (DEDICATED VOLUME 9722, PAGE 291) 1 / L - 59.05' D - 10'04'38" R - 1175.12' pp N 79'48'36" W N 79'34'58` W T- 103.61' LLB 0 180.90' L - 206,88 10.62 CB - N 8437'15" W „ Ch - 206.41' r4 c��tiy W 8 ; cn S 89'42'03' W i _,r_T ♦ 0 F,fdCE /110}1 Mu ti Q `J 4o' / / I / I i / 1 73:07 9 / N 89'a ^'09' W 7 -A4 , /• /7- / I 77777- 7/ � / .E DALLAS ROAD 0 0 �,� 75.11'22" S 893713 E 401.92 (VARIABLE WIDTH RIGHT -OF -WAY) _ 45.00' T - 34.65' (DEDICATED VOLUME 9722, PAGE 291) 1 / L - 59.05' CB - N 5203'53' W DO-4 E I Ch - 54,91 N- 89•A4`W'- 11705'r„r.,r„r„r,.r•, r. �, r,•r•. r,•„q / V 2 CV 1 W / // % % %N N 25;O�J�_ >Q728 9 91 / 14-28'12* W 73:07 9 / N 89'a ^'09' W 7 -A4 , /• /7- / I 77777- 7/ � / .E CORPORATE /CAMPW r r 5. N 8 '36'56' 0205' [�ppppp v�'0o u o % oFFiCEisHOWHOOM I OD o pappp paYONA 4V ' � I p 0 ' II '' CORPORATE /CAACM Iz 0/ L 0 PM LOCATION MA L E G E N D 0 d- 0 WAREHOUSE 0 0 ZONM L11E PLATTED AT THIS THE 0 U I a 011101111 N%Ir 1 0 PD 20.090 G,100IN w 051 L"Ja TITIVI p0000 2M. 967 MORE@ OFFICE ' . U 0 °o 2N, ° 72 ' IJIf9I 404G1d !]9 �°J Q / / ILLL[—LLL,, If L L L L L L L 1 o /sHOwRpq►�j 'I z I! I I �— 0 1�", ' I Ln ' LL _LLI ll,��II�,,,,�`` , slyiRooM P 0 LLLL"ELL °% TLLLLLLL / 1599 I Ll_LLLLL 455'55" I L L L L L L L; a soo.00 ,V"T ,ez LL ' 18021 1 N89'49'29'E ? I t I 1 i i I I I -- - -:C-. •:r O 8 n 11 P � t Q vt cpcpa Qg i,ifyfj�1,it N 1 0 0 — ♦ cV Ng Qm I 1 1 1 I i 7- 1 t I 1� I I I {c. I I i I t I — —�_• -- 3 z ��'+ fV t SWAY COM CIAL t I I j I — ; - - in w I I _ I �r�S. ) I y"' AUTO DEALERSHIP ' FREEWAY COMMERCIAL 1 N89'49'29'E �.., _•,, 165.27' N89'49'29 "E o I J FREEWAY, COMMERCIAL z °o 85-M-1 'E 149.93' I t 80.39' S 84.57 j• I I t t t I t N I I 1. ALL ZONING ORDINANCE REQUIREMENTS SHALL BE MET AT THE TIME OF DEVELOPMENT. 2. ALL PUBLIC UTILITIES ARE AVAILABLE ALONG THE PERIMETER OF THE PROPERTY, WATER AND SEWER LINES WILL BE EXTENDED WHEN STREETS ARE CONSTRUCTED. 3. THE PROPERTY GENERALLY SLOPES FROM WEST TO EAST. ALL DEVELOPMENT GRADING WILL GENERALLY MAINTAIN THE EXISTING PATTERN. STORM SEWER WILL BE INSTALLED WHEN STREETS ARE CONSTRUCTED. STORM WATER WILL CONTINUE TO FLOW TO COTTONWOOD BRANCH. ANY GRADING, REGRADING, OR FILL WILL MEET ALL OF THE GRAPEVINE CONSTRUCTION STANDARDS. 1 0 / i , ' / , S 893713 E 401.92 / DO-4 E I 26,20% ----Z ADVANCED GRAPHIC I TECHNDIOGIE5, INC. I, - /' VOLUME 9117. PACE 1740 1 P 0ID i CORPORATE /CAMPW r r 5. N 8 '36'56' 0205' [�ppppp v�'0o u o % oFFiCEisHOWHOOM I OD o pappp paYONA 4V ' � I p 0 ' II '' CORPORATE /CAACM Iz 0/ L 0 PM LOCATION MA L E G E N D 0 d- 0 WAREHOUSE 0 0 ZONM L11E PLATTED AT THIS THE 0 U I a 011101111 N%Ir 1 0 PD 20.090 G,100IN w 051 L"Ja TITIVI p0000 2M. 967 MORE@ OFFICE ' . U 0 °o 2N, ° 72 ' IJIf9I 404G1d !]9 �°J Q / / ILLL[—LLL,, If L L L L L L L 1 o /sHOwRpq►�j 'I z I! I I �— 0 1�", ' I Ln ' LL _LLI ll,��II�,,,,�`` , slyiRooM P 0 LLLL"ELL °% TLLLLLLL / 1599 I Ll_LLLLL 455'55" I L L L L L L L; a soo.00 ,V"T ,ez LL ' 18021 1 N89'49'29'E ? I t I 1 i i I I I -- - -:C-. •:r O 8 n 11 P � t Q vt cpcpa Qg i,ifyfj�1,it N 1 0 0 — ♦ cV Ng Qm I 1 1 1 I i 7- 1 t I 1� I I I {c. I I i I t I — —�_• -- 3 z ��'+ fV t SWAY COM CIAL t I I j I — ; - - in w I I _ I �r�S. ) I y"' AUTO DEALERSHIP ' FREEWAY COMMERCIAL 1 N89'49'29'E �.., _•,, 165.27' N89'49'29 "E o I J FREEWAY, COMMERCIAL z °o 85-M-1 'E 149.93' I t 80.39' S 84.57 j• I I t t t I t N I I 1. ALL ZONING ORDINANCE REQUIREMENTS SHALL BE MET AT THE TIME OF DEVELOPMENT. 2. ALL PUBLIC UTILITIES ARE AVAILABLE ALONG THE PERIMETER OF THE PROPERTY, WATER AND SEWER LINES WILL BE EXTENDED WHEN STREETS ARE CONSTRUCTED. 3. THE PROPERTY GENERALLY SLOPES FROM WEST TO EAST. ALL DEVELOPMENT GRADING WILL GENERALLY MAINTAIN THE EXISTING PATTERN. STORM SEWER WILL BE INSTALLED WHEN STREETS ARE CONSTRUCTED. STORM WATER WILL CONTINUE TO FLOW TO COTTONWOOD BRANCH. ANY GRADING, REGRADING, OR FILL WILL MEET ALL OF THE GRAPEVINE CONSTRUCTION STANDARDS. 08 E 1902.52' S 50'12'25• W I 69.21' t- '•_ „_,._, _STATE HIGHWAY 114 --- - ---__ — "_.•_ „_ (VARIABLE MOTH ROW POINT OF ry%�909"IEI OOMar __ -- "_ „ -• BEGINNING ,MI�AMR &* S 6520.81' E "� "` "— ••r „_, S 84'55'550 E 121.75' i D - 1210'51' 1 R - 1770.86' T - 158.95' L - 378.48' : 1 CB - N 88'58'39' E 1 Ch - 375.77' au D 0 The Grapevine Comprehensive Plan designates 'PCD”, Planned Commerce Development District and the CC", Community Commercial Distracts as a Commercial Land Use. The "PO", Professional Office is designated as Low Intensity Commercial Land Use. CONCEPTUAL LAND USE PLAN OF TI21NI T Y INDUST121ES ADDITION A 237 ACRES TRACT OUT OF THE P. D. HUDGINS SURVEY ABSTRACT No. 755 WILLIAM DOOLEY SURVEY, ABSTRACT No. 422 WILLIAM BRADFORD SURVEY, ABSTRACT No. 131 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS OWHEP, \DEVELOPER, ENGINEER : TRINITY INDUSTRIES NATHAN 0. MAIER, CONSULTING 2525 STEMMONS FREEWAY ENGINEERS, INC. DALLAS, TEXAS 75207 THREE NORTHPARK, SUITE 300 CONTACT : JOHN R. MCDEARMAN BBOD NORTH CENTRAL EXPRESSWAY PH. (214) 631 -4420 DALLAS, TEXAS 75231 FEBRUARY, 1996 PH. (214) 739 -4741 SHT, 1 of 2 Concept plan Case Number to CP95 -19" 92 -o•1 -038 1 0 D 0 The Grapevine Comprehensive Plan designates 'PCD”, Planned Commerce Development District and the CC", Community Commercial Distracts as a Commercial Land Use. The "PO", Professional Office is designated as Low Intensity Commercial Land Use. CONCEPTUAL LAND USE PLAN OF TI21NI T Y INDUST121ES ADDITION A 237 ACRES TRACT OUT OF THE P. D. HUDGINS SURVEY ABSTRACT No. 755 WILLIAM DOOLEY SURVEY, ABSTRACT No. 422 WILLIAM BRADFORD SURVEY, ABSTRACT No. 131 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS OWHEP, \DEVELOPER, ENGINEER : TRINITY INDUSTRIES NATHAN 0. MAIER, CONSULTING 2525 STEMMONS FREEWAY ENGINEERS, INC. DALLAS, TEXAS 75207 THREE NORTHPARK, SUITE 300 CONTACT : JOHN R. MCDEARMAN BBOD NORTH CENTRAL EXPRESSWAY PH. (214) 631 -4420 DALLAS, TEXAS 75231 FEBRUARY, 1996 PH. (214) 739 -4741 SHT, 1 of 2 Concept plan Case Number to CP95 -19" 92 -o•1 -038 0 rri Rl m 0 n v n m 3 PROPERTY DESCRIPTION BEING a tract of land situated in the William Bradford Survey. Abstract No. 131, the William Dooley Survey, Abstract No. 422 and the P.D. Hudgins Survey, Abstract No. 755, Tarrant County, Texas, and being all that certain tract of land conveyed to Trinity Industries, Inc. according to deeds recorded in Volume 9720, Page 1557, Deed Records of Tarrant County, Texas, that tract of land conveyed to Harlan Brown and wife, Martha Brown according to deed recorded in Volume 5340, Page 440, Deed Records of Tarrant County, Texas, a portion of Grandy's of Grapevine Addition. an addition to the City of Grapevine according to plat recorded in Volume 388 -214, Page 33, Plot Records of Tarrant County, Texas, and a portion of the Robert Thomas Addition, an addition to The City of Grapevine according to plat recorded in Volume 388 -218, Page 2. Plat Records of Tarrant County. Texas and being more particularly described as follows: BEGINNING of o found concrete highway monument in the north right -of -way line of Slate Highway 114 (variable width right -oi- way), said monument being the southwest corner of said tract of land conveyed to Harlon Brown and wife. Martha Brown according to deed recorded in Volume 5340, Page 440, Deed Records of Tarrant County, Texas; THENCE S 84 055'55" E. 526.61 feet with the north righl -ol -way line of State Highway 114 to a 1/2" iron rod with NDM plastic cap set for corner; THENCE N 00 024'35" W. 600.00 feet to a 1/2" iron rod with NDM plastic cap set for corner; THENCE S 84 055'55" E. 600.00 feet to a 1/2" iron rod with NDM plastic cap set for corner; THENCE S 00 °24'35" E. 536.76 feel to a 1/2" iron rod with NDM plastic cap set far corner; THENCE S 50 012'25" W, 89.21 feet to a 112" iron rod with NDM plastic cap set for corner in the north right -of -woy line of State Highway 114; THENCE S 84 055'55" E. 121.75 feet with the north right -of -way line of State Highway 114 to a 5/8" iron rod found for corner; THENCE along a curve to the left and with the north right- of -wat line of State Highway 114 an arc length of 376.48 feel to a 1/2 iron rod with NDM plastic cap set for corner in the west right - ot -way line of Minter's Chapel Road (County Road 3040 - a 50' right-of-way according 10 said Trinily Industries, Inc. deed), said iron rod replacing on obliterated concrete highway monument, said curve having a central angle of 12 010'51" a radius of 1770.86 feet, a tangent length of 188.95 feet, a chord bearing of N 88 058'39" E and a chord length of 375.77 feet: THENCE N 00 018'36" E. 2594.60 feet with the west right -of -way line of Minter's Chapel Road to an "x" cut in concrete (found) for corner, said "x being the southeast corner of a tract of land conveyed to Advanced Graphics Technologies, Inc. according to deed recorded in Volume 9117, Page 1740, Deed Records of Tarrant County, Texas; THENCE N 89 036'56" W. 402.05 feel with the south line of said Advanced Graphics Technologies, Inc. tract 10 a 5/8" iron rod found for corner; THENCE N 00 042'44" E. 226.20 feet with the west line of said Advanced Graphics Technologies, Inc. tract to 0 5/8" iron rod lound for corner; THENCE S 69 037'13" E. 401.92 feel with the north line of said Advanced Graphics Technologies, Inc. to a 1/2" iron rod w /plastic cap round for corner, said iron rod being in the west right -ol- way line of Minter's Chapel Road; THENCE N 00 °35'23" E. 413.65 feel with the west right -of -way line of Minter's Chapel Road to a 1/2" iron rod found for corner, said iron rod being the most easterly southeast corner of the Dallas Road right-of-way dedication (variable width right -ol -wily) recorded in Volume 9722, Page 291. Deed Records of Tarrant County, Texas; THENCE N 14 028'12" W, 124.03 feet with the west right -ol -way line of said Dallas Road to a 1/2" iron rod lound for corner; THENCE along a curve to the left and with the west righl -ol -way, line of said Dallas Road an arc length of 59.05 feel to a 1/2' iron rod with NDM plastic cap set for corner, said curve having a central angle of 75 °11'22 ", a radius of 45.00 feet, a tangent length of 34.65 feet, a chord bearing of N 52 003'53" W and a chord length of 54.91 feet; THENCE N 89 °39'34" W, 1176.15 leet with the south righl -of -way line of Dallas Road to a 1/2" iron rod with NDM plastic cap set for corner; THENCE along a curve to the left and with the righl -of -way line of Dallas Road an arc length of 51.76 feet to a 112 iron rod found for corner, said curve having a central angle of 89 052'17 ", a radius of 33.00 feet, a tangent length of 32.93 feet, a chord bearing of S 45 °24'17" W and a chord length of 46.62 feel; THENCE S 00 028'09" W, 72.09 feet with said Dallas Road right -of- way line to a 1/2" iron rod found for corner; THENCE N 89 040'09" W. 76.04 feel with said Dallas Road right -ol- way line to a 1/2" iron rod found for corner; THENCE N 00 025'03" E. 72.07 feet with said Dallas Road right -of- way line to a 1/2" iron rod found for corner; THENCE along a curve to the left and with said Dallas Road right - of -way line an arc length of 51.88 feet to a 1/2" iron rod with NDM plastic cop set for corner, said curve having a central angle of 90 004'37 ", a radius of 33.00 feet, a tangent length of 33.04 feet, a chord bearing of N 44 037'16" W and o chord length of 46.70 feel; THENCE N 89 039'34" W, 572.09 feet with the south right -of -way line of said Dallas Road to a 112" iron rod found for corner; THENCE along a curve to the left and with the south right - of -wo line of said Dallas Road an arc length of 206.68 leet to a 1/2 iron rod found for corner, said curve having a central angle of 10 004'38 ", a radius of 1175.12 feel, a tangent length of 103.61 feet, a chord bearing of N 84 °37'15" W and a chord length of 206.41 feet; THENCE N 79 034'56" W. 10.62 feet with the south right -ot -way line of said Dallas Road 10 a 1/2" iron rod found for corner; THENCE N 79 048'36" W. 180.90 feet with the south right -ol -way line of said Dallas Rood to a 1/2" iron rod with NDM plastic cap set for corner; THENCE S 00 °06'50" E, 415.05 feet too 112" ;ro.i rod found for corner; THENCE S 89 042'03" W, 284.87 feet to a 1/2" iron rod with NDM plastic cap set for corner; THENCE S 00 009'59" W, 1256 36 feel to a 5/8" Iron rod found for corner; 111ENCE N 66040'13" W, 1050 99 feet to a 5/6" iron rod found for corner; THENCE N 00 050'29° W. 29.96 feel to a 5/8" iron rod found for corner; THENCE N 88040'28" W. 406.72 reel to u 5/8" Iron rod found far corner, said iron rod being in the east righl -of-way line of Main Street (a 100' right -of -way according to said Trinity Industries, Inc. deed); IIIENCE S 00 °10'48" E.'1306.50 [eel wiIh the east right -ol -way line of Main Street to a 5/8" iron rod found for corner, said iron rod being the nor IhwesI corner of the Robert Thomas Addition; THENCE N 89 °49'29" E, 180.21 reel with the nor IIt line of said Robert Thomas Addition to an "x" cut (found) in concrete for corner; THENCE N 00011'10" W. 14.92 feel with the west Irne of said Robert Thomas Addition to on "x" cut (found) in concrete tar corner; THENCE N 89 °49'29" E. 165.27 feet to a 1/2" iron rod with NDM plastic cap set for the most northerly northea<_I corner of Itie Robert Thomas Addition; THENCE S 00 °05'17" E. passing the most easterly north line of the Robert Thomas Addition at 15.00 feel, continuing for a total distance of 260 82 feet to a 5/8" iron rod found for corner, said iron rod being in the south Irne of the Robert Thomas Addition and the north right -of -way line of Stale ilighwoy 114: THE14CE S 85 °08'18" E, 80.39 feel with the south line of the Robert Thomas Add ilion and the north right -ol -woy line of State Highway 114 10 a 5/8" iron rod found for the southeast corner of said Robert Thomas Addition, said iron rod also being the southwest corner of Lot 1, Block I, Grandy's of Grapevine Addition; THENCE N 00 °05'17" W. 252.35 feel with the east line of said Robert Thomas Addition and the west line of said Lot I, Block I. Grandy's of Grapevine Addition to a 1/2" iron rod wish NDM plastic cap set for carrier; THENCE N 89 049'29" E, 149.93 feet with the north Irne of said Lot I, Block I, Grandy's of Grapevine Addition to a 5/8" iron rod found for corner; THENCE S 00 005'17" E, 266.27 feet with the east line of said Lot 1, Block I, Grandy's o[ Grapevine Addition to a 5/8" iron rod found for corner, said iron rod being in the north right -of -way line of State Highway 114; THENCE S 84 057'09° E. 1962.52 feet wllh the north right- ot-woy line of State Highway 114 to the POINT OF BEGINNING and containing 236.9735 acres (10,322,564 square leelI of land, more or less. 0 NOTES Title commitment I67 I he subject properly has been provided by American Title Company (6F# 95 BC 372327-N doled September 25, 1995). Bearings fur this survey are based on the westerly south line of the Trinity Industries, Inc tract recorded in Volume 9720, Page 1557, Deed Records of Tarrant County, Texas. The right -of -way dedication for Dallus Road recorded In VoIurne 9722, Page 291, Deed Records of Tarrant County, Texas, does not close mathernaltcoIIy. There are Interior fences an the subject properly that are not shown hereon. There are numerous I - I / 2 " plastic caps along the west property line (Main Street) marked "40rrm Gripper Cap The Texas Power 8.Light Company easement recorded In Volume 1164, Page 547, is not described well enough to determine Its location The Texas Power a Light Company easement recorded in Volume 2854, Page 389, Is located in the W.M. Branslord Survey, Abstract No. 640, Iherelore, it does not oftecl the subject property. The property shown hereon is subject to the terms and conditions of Ordinance 71 -100, entitled Airport Zoning Ordinance of the Dallas -Fort Worth Regional Airport as recorded in Volume 7349. Page 1106, Deed Records of Tarrant County, Texas SURVEYOR'S CERTIFICATE I, John l.. Mellon, Registered Professional Land Surveyor, do hereby certify that the above description is an accurate representation of the properly as determined by survey FOR NATHAN D. MAIF,R CONSULTING ENGINEERS. INC. J'Urin L. Melton Registered Professional l -and Surveyor #4268 PLAN OF: Trinity Industries CASE #: CP95 -19 LOCATION: 237 Acres of A- 755,A -422, A- 131 MA OR S RET RY DATE: PLANNING D joNING COMNYSSION CHAIRMAN DATE: SHEET 2 OF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES CONCEPTUAL LAND USE PLAN OF TRINITY INOUSTI IES ADDITION A 237 ACRES TRACT OUT OF THE P. D. HUDGINS SURVEY ABSTRACT No. 755 WILLIAM DOOLEY SURVEY, ABSTRACT No. 422 WILLIAM BRADFORD SURVEY, ABSTRACT No. 131 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS OWNER \DEVELOPER FNGINEER : TRINITY INDUSTRIES NATHAN D. MAIER, CONSULTING 2525 STEMMONS FREEWAY ENGINEERS, INC. DALLAS. TEXAS 75207 THREE NORTHPARK, SUITE 300 CONTACT : JOHN R. MCDEARMAN 8800 NORTH CENTRAL EXPRESSWAY PH. (214) 631 -4420 DALLAS, TEXAS 75231 PH. (214) 739 -4741 FEBRUARY, 1996 SHT. 2 of 2 Concept Plan Case Number CP95 -19 �� 92 -04 -036 / 1/ n i I. CONCEPTUAL LAND USE PLAN OF TRINITY INOUSTI IES ADDITION A 237 ACRES TRACT OUT OF THE P. D. HUDGINS SURVEY ABSTRACT No. 755 WILLIAM DOOLEY SURVEY, ABSTRACT No. 422 WILLIAM BRADFORD SURVEY, ABSTRACT No. 131 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS OWNER \DEVELOPER FNGINEER : TRINITY INDUSTRIES NATHAN D. MAIER, CONSULTING 2525 STEMMONS FREEWAY ENGINEERS, INC. DALLAS. TEXAS 75207 THREE NORTHPARK, SUITE 300 CONTACT : JOHN R. MCDEARMAN 8800 NORTH CENTRAL EXPRESSWAY PH. (214) 631 -4420 DALLAS, TEXAS 75231 PH. (214) 739 -4741 FEBRUARY, 1996 SHT. 2 of 2 Concept Plan Case Number CP95 -19 �� 92 -04 -036 / 1/ n