Proposed Water Line Easement - 1986Showing the proposed location of the water line easement,
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50.00 feet of the Easterly 300. 00 feet of the Southwest of- the
33 East, lying Southerly of the existing County ( Taylor) Road (I
6 and lit portion of the Southwest 4 of the Southwest. Sc-c t, i on �} ,
of State Road No. 442 and a portion of U. S. 1,ots 1 and .7 , Section
a portion of the Easterly 50.00 feet of Section 6, Township 18 sou `
to said U . S. 1,ot 3 , Section 5, Township 18 South, Range 34 Eafwst, it'
As a point, of' reference commence at a St. Regis Concrete Monument, r;d=
18 South, Range 34 East; thence S 880 54' 06" W along the Northerly
feet, for the Point. of Beginning; thence S 030 43' 431' E, it distanc f
Southeasterly along a curve concave to the Northeast, said curve h,,ivi
of 370. 00 feet, an arc. distance of 161.19 feet to the PT of' said rurti
of the previously described curve, a distance of 879.50 feet, to tht-
a curve concave to the Southwest, said curve hav ing a central angle
arc distance of 217.80 feet to the PT of said curve; thence S 001, 1(
described curve, it distance of 1952. 52 feet; thence S 181
31)' 4 l " 1; .
1 ine of said Section 6; thence S 000 191 .54" F, along said East, l i rtic•
marking the NortherLX - R/W line of the Florida Power & Light 17t:ti .
the easterly line of said Section 6, a distance of 1341.93 feet- t_.c) t,!
5. Township 18 South, Range 34 East; thence N 880 1 2 ' 56" K a 1 oncl s,i
thence S 240 241 38" E, a distance of 4244.05 feet; to the Norther, 1 y ►'
Said Northerly line along a curve concave to the North, said curve h-
of 1.809.86 feet, an are distance of 62.14 feet; thence leaving said ,
N 241 24' 38" W, a distance of 4253.55 feet to a concrete monument, tt
of said Section 6; thence N 000 27' 19" E, along a l.i.ne 50 feet. we!:,'& =
of Section 6, a distance of 1341 . 93 feet, to a concrete monument on t,l.
R/W; thence N 180 35' 41 W, a distance of 802.57 feet; thence N 000
the PC of a curve; thence Northwesterly along a curve concave to t.hc
of 290 01 ' 1 4" , a radius of 370.00 feet, , an arc distance of' 187.41 t(-.
41 ' 20" W along the tangent of the previously described curve, a
thence Northwesterly along a curve concave to the Northeast, said cur
a radius of 430.00 feet, an arc distance of 187.32 feet to the PT of -7
the tangent, of the previously described curve, a distance of 299.64 €
6; thence N 880 54' 06" F. along said Northerly line, a distance of
cif 421.84 feet, to the Southerly R/W line of Taylor Road, a 50 foot, l?;"
along said Southerly R/W a distance of 50.62 feet; thence S 031 43'
Northerly Line of Section 6, thence N 880 54' 06" E along said North -
Point, of Beg}nning. Containing 13.826 acres.
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..,wriship 17 South, Range
Lots 4 , 5 , and
'. East-, lying Northerly
=lE 34 East and also
Irl.y of and adjacent
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v described as follows:
of Section 6, Township
j distance of 797 . 45
of a curve; thence
. ° 57' 37" , a radius
a 1. ong the tangent
i A.heasterly along
of 430.00 feet, an
of the previously
< to the Easterly
.. t.o a concrete monument.
,s011 271 19" W along
t 0. S. 1.ot 4, Section
. t ance of 15.26 feet;
Westerly along the
01 0 `)8' 02." , a radius
i non radial_ line
()f- said Easterly line
! the said East line
} J the FPF L 170 foot;
f 1962.52 feet to
,�ivincl a central angle
�rve; thence N 280
the PC of a curve;
of 240 57' 37" ,
43' 43" W along
1y line of Section
43" W a distance
nce N 770 18' 09" E
- 02 feet to the said
d .00 feet to the
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SURVEYOR'S NOTES:
1. 'Type: Specific Purpose Survey.
2. LEgal description prepared by ttat
3. Bearings refer to I-95 R/W maps,
4. This survey prepared without the ttt
5. Subject to restrictions, reservist i,). .° �,>>, easements and right of ways, if any, appearing of record.
6. This plat prepared from part field
ry survey by Swoope & Upham, Inc. dated l_ 2/5/79 .
7. Corners
not set. Subject ect to a r c. 1.. iter and -
J PP a Mr. David
l McCall �.ster.
i
VALID ONL Y" W �` ¢ .:t QED SEAL
THE FOREGOING PLAT TO MEET THE MINI-
MUM TECHNICAL STANOA�, S ESTABLISHED BY THE
FLORIDA BOARD OF . A " _F (?RS, PER SECTION
472.027, FLORIDA STD! T�.` P
= 82 9z
Z-I8cm 8(.-'
T _ qr 22 '
DANIEL W. CORY SURVEYOR, IN(".
300 CANAL STREET
NEW SMYRNA BEACH, FLA. 32069
PHONE: 904-427-9575
DRF. a.c. CAL C. E.J F
SUR V. V VJC I P. C. E J P