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FP filed w/County 11/6/02 6RAPEVlNE/COP'P'ELL PARTNERS L..P. ~ ~ ~ I VOL. t23~Z, PG~ 1~21 D ~ T.C T SoO ~ ~OOD ~O~ '~' ~ ~ ~ ~ ~ V0L.99028 P0.00027 VACANT R= 755.00' ~ 60' BUILD,NO SETBACK ' ~ ' ' ' (UNPLATTED) T= ~7~.98' ~ ~ o , , CL= 520.07' I ~ ~ ~ : (BY LLOHT ~NDUSTR~AL DiSTRiCT) ~ ~~ ~ , I CITY OF COPPELL I ~ ~ '~ t, ~ ~ ZONED L.!, L= 595.23' <-' ' ' NAD-83 TEXAS STATE/ // ./u~ ' C -- -. - ~' ,~ ZONED BP ANE COORDINATE , , - · . ~ . /~ NOTES: 1. BASIS OF BEARINO BEINO THE WARRANTY DEED TO GREENWAY- GRAP'EVINE/COPPELL PARTNERS L..P. AS RECORDED IN VOL. 96097, PG. 3964, D,R.D.C.T. AND IN VOL. 12367, PG. 1221, D,R,T.C.T. 2. AIRPORT ORDINANCE NO. 71-100 OF THE DALLAS-FORT WORTH REOIONAL AIRPORT RECORDED IN VOL. 82173, PO. 178, D.R,D.C.T. 3. SIDEWALK TO BE CONSTRUCTED BY THE PROPERTY OWNER WHEN DEEMED NECESSARY BY THE CITY OF COPPELL, CITY ENOINEER. 4, AFTER PLAT HAS BEEN RECORDED, THE 30' ACCESS EASEMENT ORANTED IN VOL. 96097, PO. 396q D,R,D,C,T. & VOL. 12367, PG, 1221 D.R.T,C.T,,WlLL BE RELOCATED ALONO THE 30'FIRELANE ACCESS EASEMENT ALONO THE EAST AS DEDICATED BY THiS PLAT. SCALE: 1'=60' SCALE IN FEET UTILITY EASEMENT DATA BEARING DISTANCE U1 S00'14'35'E U2 S89'45'25'W U3 NOO'14'35'W 6=01'21'33' R=845,00' U4 T=10,02' L=20.04' CB=S86'28'30'E CL:20.04' 20.00' 20.00' 21.32' UTILITY EASEMENT DATA BEARING DISTANCE U5 S42'55'27'~ U6 N4?'O4'33'W U7 N42'55'27'E &=01'21'49' U8 R=B45.0'O' T"10,06' L=20.11' CB=S53'OS'll'E CL=20.11' 22.11' 20.0'0' 20.00' C1 C2 C3 C4 C5 C6 C7 7.045 AC. \ ~ ~ , PLASTIC CAP STAMPED 'HALFF ASSOC.~NC,' ' a ' ~ '/~' F~R W/CAP 1/2-~NCH FOUN0 IRON ROD WITH CAP z ~0.00 . CONTROLL[NO MONUMENT 42'~Q'2~'E~ '~Z. .. -. ~./ ~o' ~ . , 'Q' CUT ON NORTH END OF A DOUBLE ' . . ¢~ '~ ~. -. . ' ~ 'S~.. - /e / (BY THIS PLAT) ~ , ROYAl LANE, lst iNLET SOUTH OF NORTH F'O~NT ~. ._ .. ~/~ ~ .. . , CG-280-2 TEXAS HIGHWAY MONUMENT EAST OF / . . ~. ~ . ~ X=2q18450.128 J T= 218,82 . , GRAPEYIN[ M!LLS BdVD / 'NORTHPOINT /',D~R ' VICINITY MAP NTS FIRELANE EASEMENT CURVE DATA 6,= 44' 44' 16' R= 60.00' T= 24.69' L= 46.85' CB=S23'28'47'E CL=45.67' 6,= 45' 36' 20' R= 30.00' T= 12.61' L= 23.88' CB--S2YO2'45'E CL=2:3.25' 6,= 87' 17' 13' R= 30.0'0' T= 28.61' L= 45.70' CB=N46'O6'40'W CL=41.41' 6,= 90' 29' 18' R= 30.00' T= 30,26' L= 47,38' CB=S45'OO'O4'W CL=42.61' A= 90' 00' 00' R= 30.00' T= 30.00' L= 47.12' CB=S45'14'35'E 'CL=42.43' &= 18' 32' 28' R= 682.25' T= 111.36' L= 220.78' CB=SSO'58'20'E CL'219.82' 6,-' 108' 03' 11' R= 30.00' T= 41.33' L= 56.58' CB=N54'lE'lS'E CL=48.56' C8 C9 C10 Cll C12 C14 6,= 90' 00' 00' R= 30.00' T= 30.00' L= 47,12' CB=N44'45'17'~ CL=42.43' 6= 90' 00' 00' R= 54,00' T= 54.00' L= 84.82' CB=N44'45'lT'ff CL=76.37' A= 64' 40' 12' R= 30.00' T= 18.99' L= 33.86' CB=N32'O5'23'tf CL=32.09' 6= 17' 46' 05' R= 682.25' T= 106.64' L= 211.57' CB=N55'32'26'W CL=210.73' 6,= 89' 2S' 45' R= 54.00' T= 53.53' L= 84.35' CB=NO1'54'51'W CL=76,0Y &= 89' 29' 45' R= 30.00' T= 29.?4' L= 46.86' CB=NOl'54'31'W CL=42.24' 6,-- ?8' 52' 52' R = 30.0 O' T= 24.68' L= 41.30' CB=N82'lE'47'E CL=38.12' C15 C16 C17 018 C19 C20 C21 99' 40' 01' R= 30,00' T= 35,54' L= 52.19' CB=NOB'OS'O2'f~ CL=45.85' &= 23' 48' 31' R= 963.50' T= 203.12' L= q00,37' CB=STO'11'O2'E CL=397,50' &= 22' 20' 07' R= 939,50' T= ~,85.48' L= 366,24' CB=N70'OS'OE'~f CL=363.93' 6= 80' 30' 06' R= 30.00' T= 27.25' L= 44.25' CB=S56'29'47'W CL=40.34' &= 81' 50' 43' R= 30.00' T= 26.01' L= 42.B5' CB=S41'og'56'E CL=39.30' A= 90' 00' 00' R= 30.00' T= 30,00' L= 4T.12' CB=S44'45'25'W CL=42.43' 6,= 43'35'11' R= 658.25' T= 263.19' L= 500.75' CB=N68'26'59'~ CL=488.76' FINAL PLAT LOT 1, BLOCK 1 NORTHPOINT ADDITION BEtNG 16,13 ACRES ONE LOT OUT OF THE J, OIBSON SURVEY, ABSTRAOT NO. 1716 CITY OF COPPELL, DALLAS COUNTY , TEXAS AND THE J, GIBSON SURVEY, ABSTRACT No, 586 CITY OF GRAPEVINE, TARRANT COUNTY TEXAS BY JACI<S ON-SH V COMPANY FOR GREE AY-G EV/ COPPELL PARTNERS, L.P. PREPARED BY: HALFF ASSOCIATES, INC. I t~"~' ENGiN=,_RS & SURVEYORS 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS ?5225 PHONE: 214-346-6200 SCALE: 1':60' AVO 19123 MAY, 2001 V ~L~.. THIS F!LE iS F'%ED !N CAB!NET ,~