HomeMy WebLinkAboutsurvey (2)❑ BOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM
❑ ALTAINSPS ❑ TOPOGRAPHIC ❑ SPECIAL PURPOSE
PURPOSE OF SURVEY (SEE GENERAL NOTES BELOW):
BEARING REFERENCE:
NORTH LINE OF SUBJECT LOT AS N. 89°27'39" E.
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
WALDO PEPPER DRIVE
I
POINT OF INTERSECTION r-n
I
FOUND NAIL 1: DI5C
(HELD FOR CONTROL)
Z
A
S I
SETBACKS SHOWN FROM: ST. LUCIE COUNTY LAND DEVELOPMENT CODE
I
SECTION 7.10. 16.- AIRPORT / INJDU5TRIAL PARK- SPECIAL REGULATIONS
CURVE TABLE
ENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C I
102.10'
65.00'
90°00'00"
91.92
N44°2T39"E
AERIAL PHOTOGRAPH
(MAY NOT SHOW LATEST IMPROVEMENTS)
(NOT -TO -SCALE)
17-n
70
LOT 48
LOT 45 /
g
➢ INGRESS / EGRESS AND UTILITY
D
i
rn EASEMENT PER PLAT
/
RADIUS POI
\� 20 SIDE SETBACK LINE
342 69' (�M)
" 27.75" X 27.02" SET IRON
0.7 IRON€ 2�oNT
2' w
29.52"
65.00
FAD 27.14" 27.16" "27.04" 27.39"
27.14" "27.08" 27.70"
27.41 X
x ROD 1/2"
1�
75.00
29.84" I�--X`Z-1.X 27.69"
z 27.
°27.36'X°2696x:05"
X
CUL-o 95.
IS"27.16'
°9x
-
26.57°
-
P
-
27.22"
I
-sac "26 88 „
x
26.56„
LEGAL DESCRIPTION: %�
x 44 71
"28 78� "28J5"
„ 27.52"
I„
60.20
37.7226.33"
LOT 47,TREASURE COAST AIRPARK, \Fi°F / /x28.23 x 2 (uNooNONsiION26.78 x I
\ "2 48" / B „ " X o No ONLY
FOOT FLOOR
I 27.20 "26.16„
ACCORDING TO THE PLAT THEREOF, `�� s 27.84'
RECORDED IN PLAT BOOK 26, PAGE(S) / 15G 76 5
18A THROUGH 18F, OF THE PUBLIC
RECORDS OF SAINT LUCIE COUNTY,
FLORIDA.
PROPERTY ADDRESS:
12354 CESSNA TERRACE
PORT ST. LUCIE, FL 34987
INVOICE NUMBER: 111029-SE
DATE OF FIELD WORK: 01/28/2021
CERTIFIED TO
CRAIG YATES
FLOOD ZONE: X
FLOOD MAP: 12111C
PANEL:0400
SUFFIX: J
PANEL DATE: 02/16/2012
BASE FLOOD ELEVATION OR DEPTH:
NIA NAVD 1988
COMMUNITY NUMBER:120287
LOT 46
LOT 51
26.1
X
/
43" �28.37" X27.96"
2� x
"
60.20'
I"26.59" x 27.39
k
x 27.4" I" 26.44" I
27.07"
"25.82'
26.9
x
-I "27.58" z 27.5
x 27.25"
x
"27.h4"
x
'28. 14"
7.38"
30 REAR ET13AC
X
LINE I z2G•97' I
roP of
BANK
X 28.67" X
yll
X 28.18" X 27.0' x
X" 27.6
7.35"
'26.60"
"25.45"
X 27.48"
28.50"
X 27.52"
X2.81" I 126.99"x
x
„ „
o "28.50" x27.59 "27.83" x
o X „2 69" X
7.72 x "27.54"
"17.22" 27.16" 127.27" I
x ) x
or (V
o Z
O to
X7.
U
128.21 "
m
x
X 27.30°
X 27.69"
X 28.55"
X 27.42"
X 27.c
X 28.26"
X 27.62"
"27.34'
n
x 27.03°
��
x 28.25"
X 27.58"
30 REPR SET
7.55" X 26.98"
LOT 47
VACANT LOT # 12354
AREA 125325.55 50.PT
?6.98" X27
X'27.0'
27.41 " X 27.23"
4G 72"
"P6 92"
XI
I
X 126.74"
_J
26 69"
I
rn
xj26.53"
n
I
N
xj
"26.36"
27 27"
0
xj"26.45"
2 26.85"
X
"26.40"
m
26.82"
x
"27.86'
-
�8.12°
X
'27.59" x27.03'X27.31°
_
_-
-
X 26.77"
_
X
_ - - - x,2 44,
-
X26.51"
XI26.49"
X 26.59"
27.32"
X27.18"_ X27.06_
- - X 26.50"
_ - -
"2 .03"
26.93" °26.26" LAN NG (PER PLAT) x
X 25.83"
j
X27.22"
X x 27.09"
J
------
- - -
- -
x
26.96"
-2ft2'
---
x
X28.10°
X27.34"
„27.48"x
X' 2
77
"28.54'
8.
X'28.46"
x x „ 7.68
"28. 15'
X X
ER PLAT) X 28.28"
28.27" 50 TAXIW Y (P2 PLAT)
XI127.53'
X
27.35' '
X
"28.59
"28.60" 28.73"
"28.66" "28.7I 28.6 "
"28.44"
oUND 51e°
S88°41'50"W 338.44' (Pd M)
"28 37"
x"28 24°
IRON ROD
FOUND 515' IRON ROD
y a
AT RADIUS POINT OF
PIPER CUB TERRACE
LOT 50
s
0
26.52" o
26.53"
26.99"
Platted Easements & Notable Conditions (unplatted easements also listed if provided): IF APPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN AND THEIR
RELATIONSHIP TO THE BOUNDARY LINE.
60' TAXIWAY EASEMENT AND 25' DRAINAGE EASEMENT ALONG THE EASTERLY BOUNDARY LINE
50' TAXIWAY EASEMENT AND VARIABLE LANDSCAPE EASEMENT ALONG THE SOUTHERLY BOUNDARY LINE
This survey has been issued by the ABBREVIATION LEGEND (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING): R= RADIUS SYMBOLS (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING - NOT TO SCALE): LINETYPES:
A or AL = ARC LENGTH EL or ELEV = ELEVATION PI = POINT OF INTERSECTION SEC = SECTION n. = UTILITY POLE ® = WELL BOUNDARY
following LandteCSurveying office: CA=CENTRALANGLE EM=ELECTRIC METER PT = POINT OF TANGENCY TW'P=TOWNSHIP # =LIGHT POLE CENTER LINE Q HANDICAP PARKING SPACE BUILDING
481 E. Hillsboro Blvd. Ste 100 A CAN=CABLE TV RISER FIR=FOUND IRON ROD PC POINT OF CURVE RNG=RANGE ® CATCH BASIN R PARTY WALL (- EASEMENT
CF= CALCULATED FROM FIELD FIN FOUND NAIL PRO POINT OF REVERSE CURVE QTR=QUARTER
Deerfield Beach, FL 33441 CR= CALCULATED FROM RECORD FND=FOUND PCC= POINT OFCOMPOUND CURVE TR=TELEPHONE RISER V =FIRE HYDRANT NC =AIR CONDITIONER coo =SEC. QTR. CORNER CHAIN LINK FENCE
CH = CHORD DISTANCE L= LEGAL DESCRIPTION POB = POINT OF BEGINNING UE = UTILITY EASEMENT ® = MANHOLE ®= SEPTIC LID WOOD FENCE
Office: (561) 367-3587 Fax: (561) 465-3145 CIO = CLEANOUT M = MEASURED POO = POINT OF COMMENCEMENT UP = UTILITY POLE =WATER VALVE x =ELEV. SHOT SECTION CORNER PLASTIC FENCE
www.Landtecsurvey.com CONC.=CONCRETE OHO=OVERHEAD CABLE PH POOL HEATER WM=WATER METER
Y DE=DRAINAGEEASEMENT P=PLAT PP POOL PUMP WV WATER VALVE OWM=WATER METER OVERHEAD CABLE
GENERAL NOTES:
1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
2. AS INDICATED ABOVE, UNDER "PURPOSE OF SURVEY", IF THIS SURVEY HAS BEEN PREPARED FOR A PURCHASE OR REFINANCE, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES, AND IS NOT INTENDED FOR USE IN DESIGN OR CONSTRUCTION
PURPOSES. LANDTEC SURVEYING ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE.
3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE
TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES, DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES,
4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPTAS SPECIFICALLY SHOWN.
6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM (N.A.V.D.1988) AS SHOWN ABOVE,
7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. Job Number: 11 1029-SE Date of Field Work: 01/28/2021 Drawn b L.G.
8. ANY CORNERS SHOWN AS "SET" HAVE EITHER BEEN SET ON THE DATE OF FIELD WORK, OR WILL BE SET WITHIN 5 BUSINESS DAYS OF SAID DATE AND ARE IDENTIFIED WITH A CAP MARKED LS (LICENSED SURVEYOR) #5639. y'
1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.051 & 5J-17.052 OF Elevations, If Shown. PRINTING INSTRUCTIONS:
THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT THE ELECTRONIC WHEN PRINTING THIS PDF IN ADOBE. SELECT "ACTUAL SIZE" TO ENSURE CORRECT SCALING. DO NOT USE "FIT".
SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J-1 7.062. PURSUANT TO SECTION 472.025, Benchmark: G.P.S. SYSTEM
FLORIDA STATUTES.
Instrument: SPECTRA PRECISION
RE DATE:
SNYDER - PROFESSIONAL SURVEYOR AND MAPPER
REGISTRATION NO.5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL
-ORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE)
Benchmark Datum: N.A.V.D. 88
Elevations on Drawing are in:
N.G.V.D.29 ❑ N.A.V.D.88 ■
Revisions:
04/26/2021 REVISE FLOOR ELEV. B. ZAB
12/03/2021- ASBUILT - SG
LANDTEE7C:W
S U R V E Y I N G
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