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FILED PLAT - PAGE 2
SHADY OAKS ROAD Iii Z Q J >0 D a z N N ACCESS EASEMENT CURVE TABLE N NO. RADIUS DELTA ARC CH. BEARING CHORD ACII 1699.30' V16'03 IV 126.57' S81' 14'1 4"E 126.54' AC2 396.86' 11 °07'23" 77.04' N05052'51 "E 76.92' AC3 30.00' 82033'58" 43.23' N40053'44"W 39.59' AC4 54.00' 82005'31 " 77.37' N41' 19'l 4"W 70.92' AC5 30.00' 48031'06" 25.40' N24032'02"W 24.65' AC6 54.00' 46'5535" 44.23' N25' 19'47"W 43.00' AC7 30.00' 87008'02" 45.62' S46'42'28"E 41.35' AC8 30.00' 87008'02" 45.62' N46009'30"E 41.35' AC9 30.00' 87008'02" 45.62' 546042'28"E 41.35' AC10 30.00' 19'52'05" 10.40' N79047'29"E 10.35' AC11 54.00' 19'52'06" 18.73' N79'47'28"E 18.63' AC 12 30.00' 77029'l 2 If 40.57' N50'5855"E 37.55' AC 13 30.00' 77'29' 12 40.57' S51031'53"E 37.55' AC14 30.00' 38045'42 20.30' N70020'40"E 19.91' AC15 54.00' 38'45'42" 36.53' N70020'40"E 35.84' AC16 30.00' 29'53'44" 15.65' S7,V4639"W 15.48' AC17 54.00' 29'53'44" 28.18' S74'46'39"W 27.86' AC 18 30.00' 19'52'06" 10.40' S79'47'28"W 10.35' AC19 54.00' 19052'06" 18.73' S79'47'28"W 18.63' AC20 30.00' 90'00'00" 47.12' S44'43'31 "W 42.43' AC21 30.00' 90000'00" 47.12' S45' 16'29"E 42.43' AC22 30.00' 22'29'08" 11.77' N78'28'57"E 11.70' AC23 54.00' 22029'08" 21.19' N78028'57"E 21.06' AC24 50.00' 89'24'22" 78.02' S45001'20"W 70.34' AC25 426.86' 10044'53" 80.07' S05'41'36"W 79.96' AC26 1699.30' 1000'56" 30.12' N83°52'44"W 30.12' AC27 1699.30' 1'56'49" 57.75' S85'21'37"E 57.74' N ACCESS EASEMENT LINE TABLE " NO. BEARING DISTANCE Al N00'23' 15"E 123.18' A2 N00' 16'29"W 243.69' A3 N89043'31 "E 24.02' A4 N89043'31 "E 122.80' A5 N89043'31 "E 24.08' A6 N89043'31 "E 80.33' A7 N89043'31 "E 156.48' A8 N89"43'31 "E 25.43' A9 N89'43'31 "E 23.25' A10 S00' 16'29"E 31.32' Al 1 S89' 43' 31 "W 10.72' Al2 S89043'31 "W 263.72' A13 S89043'31 "W 258.77' A14 S00' 16'29"E 222.62' A15 N89043'31 "E 296.95' A16 SOO* 16'29"E 30.39' A17 S89043'31 "W 231.26' A18 SOO* 19'09"W 103.51' N OPEN SPACE ESMT LINE TABLE N NO. BEARING DISTANCE OS1 S00'16'29"E 10.00' OS2 S89043'31 "W 340.02' OS3 S00' 16'29"E 305.39' OS4 S89043'31 "W 41.38' OS5 N00021'41 "E 335.02' OS6 N89043'31 "E 369.07' 0S7 S89043'31 "W 55.28' OS8 S7504834"W 20.79' OS9 589043'31 "W 490.89' OS10 N00'00'00"W 5.00' OS 11 N89'43'31 "E 511.05 9 OS12 S00`00'00"W 5.00' OS13 S89'43'31 "W 42.86' OS14 N68055'1 7"W 13.73' OS15 N89043'31 "E 55.67' OS16 N89051'20"W 491.69' OS17 N00'00'00"E 15.03' OS18 S89051'20"E 491.70' OS19 I 500008'40"W 15.00' LOT 1 BLOCK A BALLET ACADEMY OF TEXAS ADDITION 145 FITNESS COURT VOL. 2005076, PG. 7606 15' OPEN SPACE AREA (BY THIS PLAT) SANDY LAKE OAD ( VARIABLE WIDTH RIGHT-OF-WAY ) WATER EASEMENT LINE TABL N N 0. BEARING DISTANCE N ELECTRIC ESMT. LINE TABLE N WATER EASEMENT CURVE TABLE N NO. RADIUS W1 N06002'23"E 16.54' W2 S85*55'08"E 20.00' W3 S04004'52"W 16.39' WATER EASEMENT CURVE TABLE N NO. RADIUS DELTA ARC CH. BEARING CHORD WC 1 1699.30' 0026'02" 12.87' N86'07'01 "W 12.87' WC2 1699.30' 0' 15'34" 7.70' N86'27'49"W 7.70' • �`12 1!I:01 1teil1:� :0Cl:11 NO. RADIUS DELTA ARC CH. BEARING CHORD OSC1 1699.30' 3031'20" 104.46' N88005'42"W 104.45' OSC2 1684.30' 3°33' 16" 104.49' S88'04'42"E 104.47' OSC3 1 54.00' 1 22052'40" 21.56' 1 524000'35"E 21.42' NO. BEARING DISTANCE E1 SOUTH 2.15' E2 SOUTH 111.35' E3 S34053'24"E 35.86' E4 SOUTH 31.69' E5 EAST 5.00' E6 SOUTH 20.00' E7 WEST 20.00' E8 NORTH 20.00' E9 EAST 5.00' E10 NORTH 28.47' Ell N34'53'24"W 35.96' E12 NORTH 114.49' E13 EAST 10.00' 0 25' 50' 100' I 6-mP GRAPHIC SCALE: 17=5019 r % /1 rl r ♦ 1 n P'1 a r% r ♦ P'1 r' A OWNERS LOT 3: LG 214 WOODSIDE COPPELL & LOT 1: LG 110 WOODSIDE COPPELL 3500 MAPLE AVENUE, SUITE 1600 DALLAS, TEXAS 75219 CONTACT: WILL TOLLIVER ENGINEER HALFF ASSOCIATES, INC. 3803 PARKWOOD BLVD, SUITE 800 FRISCO, TX 75034-8641 CONTACT: BRIAN M. SATAGAJ, PE SURVEYOR BLUE SKY SURVEYING AND MAPPING CORPORATION 11015 MIDWAY ROAD DALLAS, TEXAS 75229 (214) 358-4500 DRPETREEOBLUESKYSURVEYING.COM CONTACT: DAVID PETREE, R.P.L.S. TBPLS REGISTRATION No. 10105700 REPLAT OF LOTS 1 R, 3R1 & 3R2, IN BLOCK 1 BEING A REPEAT OF LOTS 1 & 3, IN BLOCK 1 OF THE CONNELL SKAGGS ADDITION AN ADDITION TO THE CITY OF COPPELL OUT Of THE GEORGE W. JACK SURVEY -ABSTRACT N0. 694 DALLAS COUNTY, TEXAS SEPTEMBER 11, 2017 NEW EASEMENTS) SHEET 2 OF 3