HomeMy WebLinkAbout96110155 BOUNDARY SURVEYDESCRIPTION
A PARCEL OF LAND LYING WITHIN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH
00°11'31" WEST; ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF
1891.86 FEET; THENCE SOUTH 89148'29" WEST, A DISTANCE OF 574.16 FEET
TO THE POINT OF BEGINNING, SAID POINT OF BEGINNING BEING AN
INTERSECTION WITH A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING
A RADIUS OF 621.42 FEET, A CENTRAL ANGLE OF 16046'56" AND WHOSE
RADIUS POINT BEARS SOUTH 52038'42" EAST FROM SAID INTERSECTION;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE
OF 182.02 FEET TO A POINT OF TANGENCY; THENCE SOUTH 20034'22" WEST,
A DISTANCE OF 532.11 FEET TO A POINT OF CURVATURE W.TH A CURVE
CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 131.00 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 149.35
FEET THROUGH A CENTRAL ANGLE OF 65019'11"; THENCE SOUTH 85°53'33"
WEST, A DISTANCE OF 381.82 FEET; THENCE SOUTH 00°06'27" EAST, A
DISTANCE OF 64.23 FEET; THENCE SOUTH 89°53'33" WEST, A DISTANCE OF
300.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF THE "RESERVE
BOULEVARD" EXTENSION AS DESCRIBED BY DEED RECORDED IN O.R.B. 629,
PAGES 2523-2526 PUBLIC RECORDS OF SAID COUNTY; THENCE TRAVERSING
SAID NORTHERLY RIGHT-OF-WAY LINE BY THE FOLLOWING COURSES; CONTINUE
SOUTH 89053'33" WEST, A DISTANCE OF 402.58 FEET; THENCE NORTH
76040'16" WEST, A DISTANCE OF 285.96 FEET TO A POINT OF CURVATURE
WITH A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 25.00
FEET; THENCE, DEPARTING FROM SAID NORTHERLY RIGHT-OF-WAY LINE,
NORTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 42.30
FEET, THROUGH A CENTRAL ANGLE OF 96056'37" TO A POINT OF TANGENCY;
THENCE NORTH 20016'21" EAST A DISTANCE OF 164.09 FEET TO A POINT OF
CURVATURE WITH A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING
A RADIUS OF 680.00 FEET, AND A CENTRAL ANGLE OF 46038'17"; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 553.51
FEET TO A POINT OF TANGENCY, THENCE NORTH 66054'38" EAST, A DISTANCE
OF 477.01 FEET TO A POINT OF CURVATURE WITH A CIRCULAR CURVE CONCAVE
TO THE SOUTH HAVING A RADIUS OF 735.00 FEET AND A CENTRAL ANGLE OF
19°76'55"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 249.49 FEET TO A POINT OF TANGENCY; THENCE NORTH
86021'33" EAST, A DISTANCE OF 474.55 F-IGT TO A POINT OF CURVATURE WITH
A CIRCULAR CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 906.59 FEET
AND A CENTRAL ANGLE OF 07°53'49"; THENCE EASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC DISTANCE OF 124.95 FEET TO AN INTERSECTION WITH A
NON RADIAL LINE BEARING SOUTH 31 °44'36" EAST (THE RADIUS POINT OF SAID
CURVE BEARS NORTH 11 °32'16" WEST FROM SAID INTERSEC LION; THENCE
SOUTH 31 °44'36" EAST, ALONG SAID NON -RADIAL LINE, A DISTANCE OF 116.96
FEET TO THE POINT OF BEGINNING.
CONTAINING 25.790 ACRES MORE OR LESS,
LEGEND:
A
- DELTA ANGLE
N.G.V.D.
- NATIONAL GEODETIC VERTICAL DATUM S.D.T.
- SOUTHERN BELL TELEPHONE
A
- ARC LENGTH
N.R.
- NOT RADIAL
S.F.
- SQUARE FEET
CAN
- CABLE TV
O.E.
- OVERHANG EASEMENT
T.O.B.
- TOP OF BANK
C.B.
- CATCH BASIN
O.R.B.
- OFFICIAL RECORD BOOK
TYP,
- TYPICAL
C.B.S.
- CONCRETE BLOCK k STUCCO
O/S
- OFFSET
U.E.
- UTILITY EASEMENT
Q.
- CENTERLINE
P.B.
- PLAT BOOK
0
- SET IRON ROD WITH CAP NO. LB 3432
CONC.
- CONCRETE
P.C.
- POINT OF CURVATURE
0
- FOUND IRON ROD
COV.
- COVERED
P.C.P.
- PERMANENT CONTROL POINT
0
- FOUND PERMANENT CONTROL POINT
D.E.
- DRAINAGE EASEMENT
P.K.
- PARKER KALON NAIL
A
- SET P-K NAIL WITH DISK NO. LD 3432
ELEV.
- ELEVATION
ROB.
- POINT OF BEGINNING
♦
- FOUND P-K NAIL
E.O.P.
- EDGE OF PAVEMENT
P.O.C.
- POINT OF COMMENCEMENT
E.O.W.
- EDGE OF WATER
P.V.
- POWER POLE
I>d
- WATER VALVES
F.F.
- FINISHED FLOOR
PRM.
- PERMANENT REFERENCE MONUMENT
- SANITARY SERVICE
END.
- FOUND
PROP.
-PROPOSED
RISER
F.P.E.
- FLOOD PLAIN EASEMENT
P.T.
- POINT OF TANGENCY
0
F.P.L.
- FLORIDA POWER k LIGHT
R
- RADIUS
- EXISTING ELEVATION IN FEET
L.M.E.
- LAKE MAINTENANCE EASEMENT
BAD.
- RADIAL
M.H.
- MAN POLE
R/W
- RIGHT-OF-WAY
0.00 >
- PROPOSED ELEVATIONS IN FEET
MON.
- MONUMENT
SAN.
- SANITARY
_4�
- DRAINAGE FLOW L DICATOR
P.O.L.
= POINT ONLINE
P.O.CURVE = POINT ON CURVE
SURVEYOR'S NOTES
1. THIS SURVEY IS PREPARED FOR CALLAWAY LAND AND CATTLE COMPANY.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
AND/OR RIGHT-OF-WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION PREPARED FROM INFORMATION FURNISHED BY CLIENT.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO A BEARING OF NORTH
000 11'31 " WEST ALONG THE EAST LINE OF THE SOUTHEAST 1 /4 SECTION
27.
6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & ASSOCIATES, INC.,
AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE
PERMISSION OF LAWSON, NOBLE & ASSOCIATES, INC., IN WRITING.
7. SUBJECT PROPERTY LIES WITHIN ZONE "X" PER FIRM COMMUNITY PANEL
NO. 120285-0275-F DATED AUGUST 19, 1991.
8. ELEVATIONS HEREON ARE BASED ON NGVD ADJUSTMENT OF 1929
BENCHMARK IS AS SHOWN.
9. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THE COUNTY.
10, NOT ALL IMPROVEMENTS TO PROPERTY, IF ANY, ARE LOCATED.
11, BASE BENCHMARK: F.C.E. 1420 - CORPS OF ENGINEERS BRONZE DISK SET
IN TOP OF A 5-INCH ROUND POST - 5.0 FEET WEST OF C-24 CANAL RIGHT-
OF-WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST COAST
RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTH, RANGE 39
EAST, 136.5 FEET SOUTHEAST OF POWER POLE NO. 57. ELEV. = 22.59
12. DATE OF FIELD SURVEY: 12/12/94
P
22 � 23
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tJ A = 32°27'01"
/ R = 680.00'
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G CHORD=380.00'
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( P.O CURVE
LOCATION MAP
N 86021,33' E 474.55'
P0.B.
S 89048'29" W 574.16'
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FOUND CONCRETE
MONUMENT & DISK
(QV 4942) m
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UNIMPROVED P0.0
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FOUND 3/4" IRON PIPE
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�0 INTERSTATE 95
INTERCHANGE
pJ60 FOUND CONCRETE
MONUMENT 81 DISK
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// END OF 6' CHAIN LINK 0.04N. & 0.72 W.
(4 5RHIGHWI5 STRAND) FENCE x_
P
DIRT ROAD FENCE �,S 85053 33 W 381.82 z
y 402.58, y 30000' ON LINE10
�S 00°06'27' E
'33' W - -- - 64.23
1
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_ 30" RCp 0.4 - - - - MONUMENT &DISK
(QV 4942)
_-------- i --_---------J___ --__-_--
-- - -----------fi- - - 0.0 N7 90.73'W.
_ -I- - - ST,LUCIE COUNTY
ORB 766/853-855�' I
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UNPLATTED
FOUND CONCRETE
MONUMENT 81 DISK
/(QV 4942)
�1.3' 0.08'N.& 0.7O'W,
' R=131.00'
1 z°19'11"
FOUND CONCETE A=149.35'
MONUMENT & DISK
(QV 4942)
0.02'N & 0.704.
CERTIFICATION
I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED UNDER MY DIRECTION FOR THE PURPOSE
OF: BOUNDARY SURVEY:
ACCORDING TO A LEGAL DESCRIPTION FURNISHED AS SHOWN HEREON IN THE ABSENCE OF AN ABSTRACT AND
THAT IT IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND THAT THERE ARE NO APPARENT
ENCROACHMENTS, UNLESS SHOWN AND FURTHER. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS, CHAPTER 61G17 FLORIDA ADMINISTRATIVE CODE, AS SETFORTH BY THE FLORIDA BOARD OF
LAND SURVEYORS, PURSUANT TO SECTION 472.027, FLORIDA STATUTI.S. THIS SURVEY IS ONLY VALID FOR
THE PURPOSE AS STATED ABOVE, FOR WHICH IT IS INTENDED. THIS SURVEY IS NOT VA' ID Wa 10UT A RAISED
SEAL.
DATE OF SURVEY 12 - 12 - 9 4
DATE SIGNED
THIS SKETCH IS NOT VALID
UNLESS IT BEARS AN ORIGINAL MICHAEL T. KOLOCZLEJCZYK;
SIGNATURE AND AN EMBOSSED PROFESSIONAL LAND SURVEYOR
SURVEYOR'S SEAL FLORIDA REGISTRATION NO. 3864
SCANNED
St Lucie County
SEAL
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FILE BS
94-291
Dec 07, 1994 - 18:27:54 DWG Names C \DWG\N\N291\N291BS0I.DWG Updated By; ED