HomeMy WebLinkAbout0341_3390 0 eJ
THENCE by the followin€- three courses:
1. N. 70 deg 55 min Be 1111.4 feet;
2. N. 45 deg.00 min Be 315.0 feet;
3. N. 86 deg 20 min W. 245.0 feet to a point on the Westerly boundary
line of Iesquite Lnne, A. street in Crestview Addition, Unit 2;
THE:TCE along; the asterly houndory line of sAid Liesquite Lane, North 18 degrees,
40 minutes We 183.76 feet;
TFETICE „Ion the Northerly boundory line of Ranch Rood in soid Crestview Addition
Unit 2, N. 56 deg 20 min E. 186.2 feet (record 186.5 feet);
T1010E .,long'the Southwesterly boundary line of OAk Lone in sAid Crestview
Addition, Unit 2, N. 43 deg 08 min W. 326.70 feet;
TII::NCE No 46 deg 52 min Be 50.00 feet to thb roost Southerly corner of the
Crestview Roptist Church tract;
TTIET'CE „Ion the Southwesterlv boundory line of sAid Church troct, N. 43 deg
OR ?-in We 394.42 feet (record 400 feet) to i+s Westerly corner;
THENCE olong the Northwesterly 1,oundA.ry lire of sRid church troet N. 46 deg
OR min E. ?.80.09 feet,(recnrd N. 46 deg 52 min Be 282.0 feet) to its most
NorthFrly corner;
T:3ETICE CROS 'ING SAID Andice hood, N. 46 deg 18 min E. 81.60 feet;
VOICE n long the E. sterly boundAry line of so id Andi ce koad, S. 43 deg 06 min
Be 287.84 feet;
TT:I"TTCE ATor.g the Lortherly boundory line of a street, N. 46 deg 51 min Be
141.21 feet;
Tj EYCE her the following- six courses s
1.
N.
59
deg 16 min
E.
965.32
feet;
2.
S.
63
deg; 14 min
Be
1731.96
feet;
3.
N.
77
de F- 37 min
Be
621.45
feet;
4.
N.
71
deg- 55 nin
Be
460.£35
feet;
5.
S.
71
deg 14 min
Be
66.11
feet;
6.
S.
53
deg 46 min
Be
572.27
feet to a point on the Westerly right-of-
way line
of
Interstote hirhrrAy U. S. 35;
THETJCE crossing; sAid Highway U.S. 35, S. 60 deg 59 min Be 350.00 feet;
TIM -INCE along; a fence by the follmring- two courses;
1. S. 70 dei; 13 min E. 1011.0 feet to An iron pin found;
2. S; 57 deg; 53 min E. 167.75 feet to An iron pin found in the Westerly
right-ofnway line of liighvr„v 81,
T11BYCE olon the Westerly right of woy line of snid t1.S. HighwAy 81 b-- the
following- two courses;
1. S. 34 deg 20 min 17. 83.1 feet to q concrete right of wAy mArker;
?., An - rcr distance of 766.50 f, -et along- o curve to the right whose elements
Are s centrol Angle IX deg; 00 mi.n. rAdius 5649.59 feet, Arc-lenrth 1380.45 feet,
.,rid whose subchord bears S. 32 deg 56 min "Y. 765.9 feet to A point on the present
Y.reh 10, 1964, City Limits line of the City of Georretnwn, Texas$
TTTYCE olong.soid city lir+it line by the following two ^oursess
1. S. 89 deg. 41 min W. 3793.89 feet t-) A point In the opproximote center
line of said Andice Roads
2.- S. 65 deg 40 rain 71. And 40.56 feet to the point of beCinning;, contoining
218.6 acres, r.ore or less.
As per surrey mode upon the ground, and from notes of compiled records and
previous surveys mode, and certified to by a Y,1T+'T CURINGTOE, 1114C., acting; by
G. G. Comrions, Registered Profession Engineer, on Larch 13th, 1964.