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<br />and a T.D. of 104.63 feet,
<br />Thence; Run N 20.051 3, 885.00 feet to Sta. 117--03.00, said point being the P.I. of a
<br />1°001 curve to the right, having a radius of 5729.65 feet, a central angle of 41.51
<br />and a T.D. of 212.60 feet,
<br />Thence; Run N 60201 E, 2197.00 feet, to Ste. 139¢00.000 said point being the P.I. of
<br />a 10009 curve to the .left, having a radius of .5729.65 feet, a- central angle of 50009
<br />and a T.D. of 250.16 feet,
<br />Thence; Run N 1®20' T, 495.57 feet to Sta. 143.195.57, said point, the P.I. of a
<br />70.5,28930" curve to the ldit, coAipouAddd at Sta. 141f.50.16 with the )predeeding curve,
<br />having a radius of 758.835 feet, a central angle of 360121 and a T.D. of 245.41 feet,
<br />Thence; Run N 340521 W 499.39 feet to Sta. 148f94.96, which is equal to Sta,. 149;fol.(
<br />ahead, (EQUATION) said point being the P.I. of a 90509 curve to the right, having a
<br />radius of 584.6 feet, a central angle of 28P 47t, and a T.D. of 150.00 feet,
<br />Thence; Run N 6°051 W, 448.95 feet to Sta. 153t50.00, said point being the P.I. of a
<br />01.271 26" curve to the right, having.: -a radius of 606.5 feet, a central angle of 13*
<br />101, and a T.D. of 70.00 feet,
<br />Thence; Run N 70651 E, 450.00 feet to Sta. 158fOO.00, said point being the P.I. of a
<br />00301 curve to the right, having a radius of 11,459.2 feet, a central angle of 1151
<br />and .a T.D. of 125.00 feet,
<br />Thence; Run N 80201 E, 700.-00 feet to Sta. 165f00.00, said point being the P.I. of a
<br />10001 curve to the left, having a radius of 5729.65 feet, a central angle of 4005' at
<br />a T.D. of 204.25, feet,
<br />Thence; -Run No40151 E, 442.85 feet, tonSta. 169+42.85, said point being the P.I. of
<br />a 60001 curve to. the left, having .a.-re.dius of 955.366 feet, . a central angle of 170
<br />001 and a T.D. of 142.78 feet,
<br />Thehee; Run N 120459W 1222.52 feet to Sta. 181+65.17, said point being the P.I. of
<br />a 4°001 cue to the left, having a radius of 1438.16 feet, a ventral angle ofl2!0O1
<br />and a T. -b. of 150.58 feet,
<br />Thence; Run N-24 459 W, 1156.79 feet to Sta. 193f21.96,which is equal to Sta. 193--12.
<br />04 aheed,_ (EQUATION) said point being the P.I. of a 30451 curve to the right, having
<br />a radius of 1528.16 feet, a central angle of 29° 221 and a T.D. of 400.43.feet,
<br />Thence; Run. N e 379 R, 1381 feet to the County Line at Ste. 2061-194, from' tthich point
<br />an old 4 x 4"stake is located 206.44 feet due west.
<br />BEG leave report to your honors as follows; That we, after first having subscribed to the oath
<br />required by law before entering on our duties make this our general report: That we proceeded
<br />to the said proposed location of the said publiceroad upon -the 15Vh day of July, 1939, and
<br />viewed and marked out the followingaas the best route for said proppsed"Irood. (Said road is to
<br />be (66} feet wide)
<br />From State Road No 167 to Brevard -Indian River County Line in Township 31 South,
<br />Range 38 East, and the exact route of said.°road-to be as described in petition and as herein-
<br />before set out in said report.
<br />THEREFORE, having performed the duties required by law under the appointment of your
<br />honors, we pray to be discharged.
<br />George F. Vickers
<br />Chas.L.` Beugnot
<br />E.r�T 'dickers
<br />odd omm +tee .
<br />On motion made by S. E. Glover, seconded by Frank C. Vickers, the above report was
<br />accepted and approved, and it was ordered that said proposed road be advertised for 30 days,
<br />and if no protest is filed. the same
<br />1 be considered a public County Road.
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