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LEGEND
NGVD
- NATIONAL
GEODETIC
VERTICAL
DATUM.
DNR
- DEPARTME
T OF
NATURAL
RESOURCES
ELEV.-
ELEVATIO
E/P
- EDGE PAV
MENT
CCCL
- COASTAL
ONSTRUCTION
CONTROL
-INE
STY.
STORY
MHWL
- MEAN HIGI
WATER LINE
P.C.
- POINT OF
CURVATURE
P.T.
- POINT OF
TANGENCY
R/W
- RIGHT OF
WAY
X00.00 - TYPICA
ELEVATIONS
SHWL
- SEASONAL
HIGH WATER LINE
C/L
- CENTERLI
E
S.P.
- STATE PLANE
BEARING
19 -
CABLE TV
PEDESTAL
Q -
TELEPHONE
PEDESTAL
® -
ELECTRIC
OX
007 -
WATER MET
R
CMP -
CORRUGATE
METAL PIPE
_CT
I'ROJS i Tj_-
SURVEYOR'S NOTES:
I. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS
_ THEREOF.
- -- — — 6
SECTION LINE N. _
N00008 OS E 1343.98' '4 BOAT SPIKE 2• BEARINGS ARE BASED ON THE WEST PROPERTY LINE WHICH IS ASSUMED-
�' Kings Highway and — TO BEAR S 00007'32- W. AND ALL OTHER BEARINGS ARE RELATIVE THERETO. !
N
g North S t . Lucie River Water Control District Canal No. 32 3. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM. 1929.
Right
EAST—` — EAST RIGHT-OF-WAY OF CANAL - v 4. BENCHMARK IS FOUND NAIL & DISK IN NORTH FACE OF POWER
POLE ALONG SOUTHSIDE OF 60' ACCESS ROAD ACROSS FROM THE
x SOUTHWEST PROPERTY LINE. ELEVATION 21.24'.
in
— 1" - 30
l0
,. z
1� _V -
Cn o � m CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
o N C 1 6015'53" 2855.07' 312.17' 156.24' 312.01N 39032'17"W
1 j 01
m n
m z CLIN BEAR I NG DISTANCEOn r- I N 89°42' 18"E
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-LEGAL DESCRIPTION
ALL THAT PART OF THE WEST FIFTEEN (15) ACRES OF THE EAST
TWENTY FIVE (25) ACRES OF THE NORTHWEST 1/4 OF THE NORTH-
WEST 1/4 Of SECTION 12. TO SHIP 35 SOUTH. RANGE 39 EAST,
SITUATE. LYING. AND BEING SOUTHERLY AND WESTERLY OF THE
RIGHT OF WAY FOR 1-95 (S.R. NO.9) IN ST. LUCIE COUNTY.
FLORIDA.
-DATA SOURCES
THE DESCRIPTION WAS PROVIDE BY THE CLIENT. NO SEARCH OF THE
PUBLIC RECORDS WAS MADE BY rHIS OFFICE TO LOCATE THE EXISTENCE
OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT
OR HIS REPRESENTATIVE.
-MEASUREMENT METHODS
ALL EQUIPMENT USED IN PERFO MING THE FIELD WORK ASSOCIATED
WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS
PERFORMED WITH AN ELECTRONI TOTAL STATION READING DIRECTLY
TO A MINIMUM OF 6 SECONDS P R ANGLE WITH A DISTANCE ACCURACY
OF I PART IN 50.000. ALL D TA WAS RECORDED USING A FIELD DATA
COLLECTOR AND CONVENTIONAL IELD NOTES. THE BOUNDARY WAS
PERFORMED BY CREATING A CLO ED GEOMETRIC FIGURE AND ANY SIDE
SHOTS WERE DONE USING A RED NDANCY OF MEASUREMENTS.
-ACCURACY
THE EXPECTED USE OF THE LANE IS COMMERCIAL. THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY
IS I FOOT IN 5.000 FEET WHI H WAS MET IN THE CASE OF THIS
SURVEY.
-LIMITATIONS
,THE SUBJECT PROPERTY IS LOC TED IN FLOOD ZONE 'X' PER
F.I.R.M. PANEL No. 12111CO1 5 F. DATED AUGUST 19. 1991
BOUNDARY INCONSISTENCIES
AS SHOWN HEREON.
-APPARENT PHYSICAL USE
ICOMMERCIAL.
*EASEMENTS
NONE PROVIDED. 1* 2 0 j
t .
CERTIFIED TO: �
ST: li uc'_; COU;
*DATE OF SURVEY: JANUARY 19. 2000.
THIS SURVEY IS NOT VALID WI HOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED
SURVEYOR AND MAPPER NAMED BELOW.
-SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
CHARLES H. BLANCHARD. FLORIDALICENSE NUMBER LS 5755
Ni—"t. ' 1 _
(SIGNED AND SEALED)
andnCaS/¢RLSr?i33Qd
0.17'N & 32.09'W
0)
O
� r
ni Found 1/2" Iron Rod
_ (7) and Ca 'RLS 2391"
—I
O
D —
FW
99.74'
Found 5/8' Iron Rod
and Cap 'C&T LB 4286'
0.23'S & 0.11'W
0.04'CLEAR
STEMWALL LOCATION
TOP STEMWALL ELEV - 2Z
V
FLOOR ORA1N ELEV - 14.13�� �
PFV*SE OW)
110'67
w'
N
O FUTURE ADDITION
/O FHASE TWCH
02'CLEAR
N
O
O
EAST LINE OF THE WEST 15 ACRES OF THE
NORTHWEST 1/4 OF THE NORTHWEST 1/4
SECTION 12. TOWNSHIP 35 SOUTH. RANGE
39 EAST. ACCORDING TO JAMES A. KIRBY 111.
S 00°07'47'W
662 . I I '-
WEST LINE OF THE EAST 25 ACRES OF THE
NORTHWEST 1/4 OF THE NORTHWEST 1/4
SECTION 12. TOWNSHIP 35 SOUTH. RANGE
S 00007 ' 32' W 39 EAST. ACCORDING TO JAMES A. KIRBY III.
628.00'
PROPOSED _EDGE OF PAVEMENT
OPOS
NOTE:
THE PURPOSE OF THIS SURVEY IS TO DEPICT THE LOCATION
OF THE PROPOSED TRUCK WASH AND FACILITIES. THIS IS
NOT A BOUNDARY SURVEY. ALL INFORMATION TAKEN FROM A
SKETCH OF SURVEY BY JAMES A. KIRBY III. DRAWING No.
99-0048T(L). DATED 4-12-99 AND FROM A GENERAL SITE
PLAN BY MOSBY & ASSOCIATES. DRAWING 99-274. DATED
MAY. 1999. THE BOUNDARY CORNERS AS SET OR FOUND
BY JAMES A. KIRBY III WERE FIELD LOCATED BUT NOT
FIELD VERIFIED AS TO SECTIONAL BREAKDOWN.
—00/ and Cap `RLS 2391'
PERNIII # 99110:346 ADDRESS: 300 KfNGS HWY.
Found 5/8' Iron Rod and
Cap RLS 2633'
33.70'N & 32.06'W (46.89'NW)
00: /_ro
cnY8op/?RLSr1391
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SITE INFORMATION
OWNER
BEALE'S HOLDING. INC.
1671 THUMB POINT DRIVE
FT. PIERCE. FLORIDA 34949
LEASEE
BLUE BEACON INTERNATIONAL. INC.
500 GRAVES BOULEVARD
SALINA. KANSAS 67402-0856
SURVEYOR
DAVID M. JO ES
2345 14TH AVENUE
SUITE 6
VERO BEACH. FLORIDA
561-567-9875
ZONING
IL
LAND USE
MXD- (ORANGE AVENUE)
SETBACKS
I-1XUN r = 25 FEET
SIDE = 10 FEET
REAR = 20 FEET
MAX. BLDG. HEIGHT = 50 FEET
TAX PARCEL I.D. NUMBER(S)
2312-222-0pJ01-010/6
SITE ADDRESS
KINGS HIGHWAY
FT. PIERCE. FLORIDA
BUILDING INFORMATION
BUILDING SAVE FIGHT = 16'
TYPE OF CONSTRUCTION = CBS CONSTRUCTION
SQUARE FOOTAGE = 5.165 SF (PHA I)
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REVISIONS
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DRAWN
CHB
CHECKED
DMJ
DATE
1-19-00
SCALE
I' - 30'
JOB NO.
99-344-FB
SHEET
I
OF I SHEETS
FIELD
BOOK
147.
PAGE
67
FIELD
BOOK
152.
PAGE
26
12-35-39