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SANITARY SEWER'MANHOLE
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CLEANOUT
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FOU D AS NOTED
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SET #5 ROD AND CAP LB#
4942, UNLESS OTHERWISE NOTED
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EX BLDG 23. N�l
23.95 22.08
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EX. FENCE 23 2396
20� 7 EXIST. SAN. MANHOLE 51 QQ LOCATION MAP
24.00 N.T.S.
RIM EL 20.76 LEGAL DESCRIP'nON:
/1501
S. INV. Et. 15.66
E. INV. EL. 15.96 51 24.0 PARCEL 8
ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN
N 89-521,18 E 490.70
'�ps� SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN,
------- Im --------- ----------------- ST. LUCIE COUNTY, FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE
BASED UPON STATE PLANE GRID NORTH. THE DISTANCES REFER TO GROUND DISTANCES.
24.05 SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
P013
SANITAR-y. S-E44E-R- -MANHOLE ----- ------ m� -------- -----------------
COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT
23.2
\N CONTROL STATION STAMPED "LUCIEPORT 1989
PARCEL 8
24 70
THENCE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 746.05 FEET TO A POINT ON
23.2 2 . THE CENTERLINE OF TAXIWAY CHARLIE;
2 3 -1 THENCE, BEARING SOUTH 44!51'58" EAST, ALONG SAID CENTERLINE, A DISTANCE OF
0.8 318.29 FEET TO A POINT;
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.9
23.0 21.0 9 V-0 THENCE, LEAVING SAID CENTERLINE, BEARING SOUTH 45-08'02" WEST, A DISTANCE OF
u -110 93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
// / / 24.02
/ . VDO -�p
g �g gi 0 25.6 '1, / THENCE, CONTINUE SOUTH 45*08'02" WEST ALONG SAID LINE, A DISTANCE OF 776.10
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1�1 FEET TO A POINT;
4Z 2 J. �0'
ED N3 24�04
< THENCE, BEARING NORTH 44!51'58- WEST, A DISTANCE OF 293.14 FEET TO A POINT;
0.6
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2
237
THENCE, BEARING NORTH 89*45'58" WEST, A DISTANCE OF 588.20 FEET TO A POINT;
24.09
THENCE, BEARING NORTH 00*07'42" WEST, A DISTANCE OF 410.00 FEET TO A POINT;
0
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/ 112 -p
26.0 22.�Y
23.0 THENCE, BEARING NORTH 89*52'18" EAST, A DISTANCE OF 490.70 FEET TO A POINT;
20.7
Co. 25.6 2.7, THENCE, BEARING NORTH 45-08-02- EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT
V0 < 7 122 6 -P r IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY
22. J
CHARLIE;
ID
21. .0) THENCE, BEARING SOUTH 44�51'58" EAST, ALONG A LINE THAT IS 93 FEET
I i It)
22.
V30 SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A
22.2 lr�
22.7 7, DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING.
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21.0 AN
0 7
<<' cp THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OR 15.86
o' 1% ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS
--'.,0, 4,
00
CONTAINED WITHIN THE CHAIN OF TITLE.
22.5 2.11 20,99"-1
or
u, 21 7 0
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21. 3.1 7
22.4 +
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0 23
�"J 2 N NOTES:
/,%V 79 SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
2 RECORD.
�02.4 1-19
TOB
416 - ------ ct A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
2 4'� .6 22.8 23.0 23.0 A�
g2
x 2-2 6- ZZ. BEARINGS SHOWN ARE RELATED TO LINE BETWEEN "LUCIEPORT 1989" AND "LUCIEPORT
-�'( "-*'-m3." -
��A�AW - . 1� tp
z 21-J 215 2.8 AZ MK 1989". SAID LINE HAVING A BEARING OF N 44*04'24" W.
22.6 20.6 -�X 2
�21 20.8 2. LEGAL DESCRIPTION PROVIDED BY CLIENT.
22.71 'r. 'f
L JOF S&� -24-2-
33 W 239
-< lb.
T06 22.6,
.63 -24.66 'o r4 23.65 -4,
-EXtST-E N-k-% /
3-09 1 - ELEVATIONS SHOWN HEREON ARE BASED ON UNITED STATES COASTAL AND GEODETIC
- - - - -- v - - - - - - - rn <�
222 Z. /Y 2j. 14 2�.04 25.10 -230" 1983, HAVING A PUBLISHED ELEVATION OF 20.46 FEET
I - 25�J6 22,811 lq� 1�v 2J. 4 SURVEY MONUMENT "Z
-- - - - - - - - 2.& ILL _EXIST EP =A,24 I 94-9�4- - - 24_96 2 3.46 N.G.V.D. (1929).
- \ 20,
----- - 20 '5p� -<:� -�' '.' '9�
22.78 AIRMANS DRIVE (100 .9 L5,
PUBLIC RIW) 2 PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120285-0176F, DATED
64�2J 4Q
2J. IJ 2 1.
23.0 3r, 4-- 0 IN ACCORDANCE WITH CHAPTER 61G17-2.005, BE ADVISED THAT THE SURVEY DEPICTED
'k 'eo
140 24.19 2J.5�- -
2 k-�>,�-22 9 2J 54
2i- lSt�� ORAEXI'S71W. 22.90 HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE,
*1 75.1 --
C' Ol APPROX. L=TJON
lf�l OF
L
< ell 17 EXIVNO IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY
/;�' <1'\ DRAW= WE
7-
2: _.PI.43
�'7- '- m MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
22.51
< q x WRITTEN CONSENT OF THE SIGNING PARTY.
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z L*' -�o, n '� 22.65
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< 'Q G�� 0 2C T THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN.
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23.16 23-c NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
< LICENSED SURVEYOR AND MAPPER.
22.25 Q
2J. 71
23.5 THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
2180 22.2J 22.16 -0 C)
22,87 >
22. 18
PROPERTY CORNERS SET BY KIMLEY-HORN AND ASSOCIATES, INC. LB #696, PROJECT
Q\\ NO. 044721017, DATED 11/14/05.
23.71
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%
22. 10
% 26' 60 . 74� CERTIFIED TO: FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST,
21.82 3 ITS SUCCESSOR AND/OR ASSIGNS; ATIMA; COMMONWEALTH LAND TITLE INSURANCE
z S. 77 2N 23"60� 2
&'� 1. 8 7 22. 7 - COMPANY; GANANO HARRELL & FERGUSON, CHARTERED; B & E HOUK ENTERPRISES, INC.
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ROBERT F. KE)WERSON
PROFESSIONAL SURVEYOR AND JAPPER
STATE OF Fb 6285
FIELD DATE.'05106105, 07116107
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JOB # 04 - 762