HomeMy WebLinkAboutSurveyNOT PLATTED
S89'44'33"E
I
SOUTH LINE OF NORTH 1/2
OF THE SE 1/4 OF THE SE 1/4
OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST
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ABBREVIATIONS:
(C) = CALCULATED
CBS = CONCRETE BLOCK STRUCTURE
CMB = COMMISSIONERS' MINUTES BOOK
CNF = COULD NOT FIND
CONC = CONCRETE
CLF = CHAIN LINK FENCE
DE = DRAINAGE EASEMENT
DB = DEED BOOK
FND = FOUND
FPL = FLORIDA POWER & LIGHT
IP = IRON PIPE
IRC = IRON ROD WITH PLASTIC CAP
LB = LICENSE BUSINESS
LS = LICENSE SURVEY
(M) = MEASURED
MHWL = MEAN HIGH WATER LINE
MON = MONUMENT
ORB = OFFICIAL RECORD BOOK
(P) = PLAT
PB = PLAT BOOK
PG = PAGE
PL = PROPERTY LINE
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
PRM = PERMANENT REFERENCE MONUMENT
R/W = RIGHT-OF-WAY
RC = RAISED CURB
RCP = REINFORCED CONCRETE PIPE
RPB = ROAD PLAT BOOK
(S) - SURVEY
SLP = STOP LIGHT POLE
SMH = SANITARY MANHOLE
SBTMH = SOUTHERN BELL TELEPHONE MANHOLE
STMH = STORM MANHOLE
TB = TRAFFIC BOX
TLP = TRAFFIC LIGHT POLE
TV = TELEVISION
UE = UTILITY EASEMENT
WP = WOOD POLE
.17'(C
PARCEL 2
868.00(D) PARCEL 1
775.00' D PARCEL 2
N89'44' 3'W 810.50'(C)
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FOR TOPOGRAPHIC' INFORMATION SEE SHEETS 2-5 OF 5
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PARCEL 1
LESSOUT
N89044'33"W 389.809 r-N0o'15'27"W
SOUTH LINE OF SECTION 6, 25.00'
TOWNSHIP 34 SOUTH, RANGE 40 EAST
N89'44'33"W 2661,57'
TO SOUTH 1/4 CORNER
NOT PLATTED
\DWC3\13-15Ub.dwg, 3122/2U21 1:18:30 PM
SYMBOLS:
F- = GUY WIRE ANCHOR
= CABLE TELEVISION BOX
❑ = CATCH BASIN
= CLEANOUT
® = ELECTRIC BOX
QQ = SOUTHERN BELL BOX
O = MANHOLE
IU = FIRE HYDRANT
# = LIGHT POLE
{} - POWER POLE
0 = SPRINKLER HEAD
ec = WATER VALVE
0 = WELL
0 = WATER METER
= WOOD POWER POLE
-X- = CHA I N LINK FENCE
-GR -= GUARD RA I L
O = SET 5/8" IRON ROD WITH PLASTIC
CAP PSM#6330
Gs
SI TE
7
INDRIO ROAD
LOCATION MAP
NOT TO SCALE
\ N LEGAL DESCRIPTION:
PARCEL 1 - PARCEL ID NO. 1406-443--0001-000/7 (NURSERY):
\ A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA
SAID PARCEL IS DESCRIBED AS FOLLOWS:
oci
\ FROM THE INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF US 1 HIGHWAY AND THE SOUTH LINE OF SECTIOP
y van \ 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, 226.41
FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WEST RIGHT-OF-WAY, 180.81 FEET; THENCE
WEST 868 FEET MORE OE LESS, TO THE WEST LINE OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 6
THENCE SOUTH 360.5 FEET TO A POINT 25 NORTH OF SAID SOUTH LINE OF SECTION 6; THENCE EAST PARALLEL
TA- 0 TO SAID SECTION LINE TO A POINT 200 FEET WEST OF SAID RIGHT -OF --WAY; THENCE NORTHWESTERLY PARALLEL
v7 o TO SAID WEST RIGHT-OF-WAY 200 FEET; THENCE EAST TO THE POINT OF BEGINNING.
2 F,?n�,f,
0 S LESS AND EXCEPTING THEREFROM THE FOLLOWING:
\���o� \
a3 �` 2 y FROM THE POINT OF INTERSECTION OF THE WESTERLY RIGHT -OF WAY LINE OF US HIGHWAY NO. 1, WITH THE
0 -1-nSOUTH LINE OF SAID SECTION 6; THENCE RUN NORTH 89`44'33" WEST, ALONG THE SAID SOUTH LINE, A
�r0 DISTANCE OF 550,00 FEET; THECE RUN NORTH 00'15'27" EAST, A DISTANCE OF 25 FEET TO THE POINT OF
. 5 BEGINNNIG; THENCE CONTINUE NORTH 00'15'27" EAST, A DISTANCE OF 125 FEET; THENCE RUN SOUTH 89'44'
33" EAST, A DISTANCE OF 298,52 FEET, TO A LINE LYING 200.00 FEET WEST OF AND PARALLEL TO SAID
RIGHT-OF-WAY (AS MEASURED ALONG THE SAID SOUTH LINE OF SECTION 6); THENCE RUN SOUTH 18'41'00"
�•� U&a \ EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 132.16 FEET TO A LINE LYING 25.00 FEET NORTH OF
a a AND PARALLEL TO THE SAID SOUTH LINE OF SECTION 6; THENCE RUN WESTERLY PARALLEL TO SAID SOUTH
o LINE OF SECTION 6 TO THE POINT OF BEGINNING.
POB PARCEL 2 - PARCEL 1D N0. 1406-0003-000/8 (MOBILE HOME PARK):
PARCEL 2 \
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA
—�-- \ SAID PARCEL IS DESCRIBED AS FOLLOWS:
FROM THE INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF US HIGHWAY 1 AND THE SOUTH LINE OF SECT10
6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE OF U
\ HIGHWAY #1, A DISTANCE OF 407.25 FEET FOR A POINT OF BEG INNINGL THENCE CONTINUE ALONG SAID RIGHT
OF -WAY LINE IN A NORTHWESTERLY DIRECTION 400 FEET; THENCE TURN AND RUN WEST ON A LINE PARALLEL T
THE SOUTH SECTION LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, TO THE WEST LINE OF THE S
o \ 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, THENCE TURN AND RUN SOUTH ALON
\ SAID WEST LINE OF SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, TO A POIN
385.02 FEET NORTH OF THE SOUTH SECTION LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST
THENCE TURN AND RUN EAST A DISTANCE OF 775 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. AL
toad° LYING AND BEING IN THE SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST. LES
AND EXCEPT ANY PORTION THEREOF LYING IN THE RIGHT-OFWAY FOR US HIGHWAY 1 AS CONVEYED IN DEE
BOOK 88, PAGES 560 AND 562, AND DEED BOOK 122, PAGE 106, OF THE PUBLIC RECORDS OF ST. LUCI
COUNTY, FLORIDA.
\ , CONTAINING 515,834 SQUARE FEET OR 11.842 ACRES, MORE OR LESS.
)"W 200.00' POB ` NOTES:
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(0-k), FLORIDA
PARCEL ADMINISTRATIVE CODE.
2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA AS MONUMENTED AND THE RIGHT-OF-WAY MAP
\ N \ PRREPARED36BY1THEE STATE OF FLORIDA46, STATE ROAD DEPARTMENT, STATE SECTION NO. 9401-202, PROJECT
NO. F1s�, DATED
\ yi 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT.
4. DEED BOOK 122, PAGE 106 AS SHOWN IN THE LEGAL DESCRIPTION AS A RIGHT-OF-WAY LESSOUT, DOES
2 0� \ NOT AFFECT THE SUBJECT PROPERTY.
`p \
�\ \ 5. BEARING BASIS: S18-41'11"E ALONG THE WEST RIGHT-OF-WAY LINE OF US HIGHWAY 1.
'Y
zoo.00 �\ 6. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN.
c�
N�, \ 7. THIS SITE LIES WITHIN FLOOD ZONE "X"AND "A", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
NOT PLATTED - COMMUNITY PANEL NO. 12111CO086 J, EFFECTIVE DATE 2-16-12.
8. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY.
\ THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
\ \ 9. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEP
PERFORMED BY ALEXANDER J. PIAZZA PSM, INC.
391.19' 6 5 10. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR ENGINEERING DESIGN AND FALLS WITHIN THE
COMMERCIAL/HIGH RISK CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA
POC \__07 8 ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:10,000 FEET ACCURACI
PARCEL 1 SOUTHWEST CORNER REQUIREMENTS FOR THIS CLASSIFICATION.
PARCEL 1 LESSOUT OF SECTION 6, TOWNSHIP
PARCEL 2 34 SOUTH, RANGE O EAST 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
THE INTERSECTION \ RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
OF THE WEST RIGHT OF WAY
OF US 1 HIGHWAY AND THE \ 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIE
SOUTH LINE OF SECTION 6 \ IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
13. ELEVATIONS SHOWN ARE BASED ON N.A.V.D. OF 1988 AND ARE REFERENCED TO BENCHMARKS SET OR FOUNE
FOR THIS SURVEY ARE NOTED ON THE SKETCH.
14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE.
PREPARED FOR: OCULINA BANK
* TRAILERS SHOWN HEREON ARE SHOWN FOR GRAPHICAL PURPOSES ONLY. THE 15. Uc COPYRIGHT 2013 BY ALEXANDER J. PIAZZA PSM, INC.
LOCATIONS ARE APPROXIMATE.
THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY.
THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER.
REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL 0
A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC.
ALEXANDER J. PIAZZA PSM, INC.
DATE OF FIELD SURVEY: 2-01-13
DATE OF SURVEY. 2-04-13
ALEXANDER J. P AZZA
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE No. 6330
ALEXANDER J. PIAZZA PSM, INC. BOUNDARY & TOPOGRAPHIC SURVEY CAD K: BUILDERS\DWG20131UWG�13-1506.DWG
N89'44'33"W 298.52'
PARCEL 1
LESSOUT
NOT PLATTED
341, 42'
N89'44'33"W 731.22' (TOTAL)
SITE BENCHMARK -
SET IRC "AJP TRAVERSE" $
ELEVA1I0N=29.26 NAVD 1988
N89'44'33"W 550.00'
1 DATE: I REVISIONS:
LA
CP
C
N89044
Surveying • Mapping • Consulting US HIGHWAY NO. I REF K:
619 SW Biltmore Street
Port St• Lucie, Florida 34983 SEC �, TWP 34S, RGE 40E= FLD CJM / AJP FB. 42 PG. 22 JOB 13-1506
Phone: (772) 340-7770 AS PREPARED FOR OFF CJM / AJP DATE 2--04-13
LBf7280 Fax: (772) 340-2250 OCU LI N A BANK
ICKD AJP SHEET 1 OF 5 DWG D-502