HomeMy WebLinkAboutHangar Survey 2021PAGE 1 OF ) TYPEOFSURVEY:
N ElBOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM
ALTAINSPS ❑ TOPOGRAPHIC o SPECIAL PURPOSE
PURPOSE OF SURVEY (SEE GENERAL NOTES BELOW):
w o- E
' S
SCALE:1 "=60'
WALDO PEPPER DRIVE
I
BEARING REFERENCE;
NORTH LINE OF SUBJECT LOT AS N. 89'27'39" E.
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
I
POINT OF INTER5ECTION
I
ITT
14 I
FOUND NAIL t D15C
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I
I
(HELD FOR CONTROL)
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A
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5ETBACK5 5HOWN FROM: 5T. LUCIE COUNTY LAND DEVELOPMENT CODE
-A
V
5ECTION 7. 10.15. AIRPORT I INJDU5TRIAL PARK - 5PECIAL REGULATION5
LOT 45
g q I
INGRESS /EGRESS AND UTILITY LOT 48
AERIAL PHOTOGRAPH
(MAY NOT SHOW LATEST IMPROVEMENTS)
(NOT -TO -SCALE)
rn �� EA5EMENT PER PLAT
/ RADU5 POINT 20' 51DE 5ETBACK LINE N89'27'39"E
I FOUND 518' F.P.L. 342.69' (P*M)
Y IRON ROD I "29.52" PAD 1 ) "27 70" 27.41 " X27.75" X27 02" 5ET IRON
1 o.7r v c z.oz' w 65,Op I "27. 4" "27. 16" "27.04" "27.39" 27. 14" "27.08" xRoo ur
-
75,00 26.46"
I 1 '27.09" "27.36" W I
11 1 1 9.84" I "27.69" "27.98" x o "27.22" x_ o "27,36'X x
--� -- - - - f -�-x 28.15'Y----X---- o----- 1 I 2G.90 I
CUL-Di-5AC 4015, I 95, I6 26.57" I I '26.56"
ACKUNf/ 27.95 x26.8 PROPoseD1 40.00' I°26.33" I
"27.2 x I N x27,52" I
\aX28.78j /X28.23" x28/Y5" x"27.81 S BUILDING g 126,78" j
LEGAL DESCRIPTION: \ i , / PROPOSED FLOOR 1 27.20" I "26. 16"
LOT 47, TREASURE COAST AIRPARK, `:4; I' /// x 27.84° °27 85" ELEVATION = 31.34 N.A.V.D. x
ACCORDING TO THE PLAT THEREOF, --�"' , °27 39"
P8.48" / 156.76' x Go.00' 140.00' I I
RECORDED IN PLAT BOOK 26, PAGE(S)
18A THROUGH 18F, OF THE PUBLIC
RECORDS OF SAINT LUCIE COUNTY,
FLORIDA.
PROPERTY ADDRESS:
"28.5P
12354 CESSNA TERRACE
PORT ST. LUCIE, FL 34987
LOT 46 0 0
N W
CD N
INVOICE NUMBER:111029-SE
DATE OF FIELD WORK: 01/28/2021 "28.0;
CERTIFIED TO
CRAIG YATES
FLOOD ZONE: X "28.
FLOOD MAP:12111 C
PANEL: 0400
_ _SUFFIX: J
PANEL DATE: 02/16/2012
"27
BASE FLOOD ELEVATION OR DEPTH:
NIA NAVD 1988
COMMUNITY NUMBER:120287
"28.
8.43" 1
428,37"
x
27.96°
x
x "28.0I"
x
"27.62"
1
„
"26.59"
I26.44"
x
I
I
"25.82'
X26.93"
x27.4°
27.07'
j
-- �-
"27.55" X27.51"
"27.38"
X27.25"
"27134"
I 1
x
I
1
"28
"28, 14°
x
x
30' REAR 5ET13ACK LINE
x
1
1
26.97"
x
I TOP OF
I BANK
1
67"
x
X28.15"
X27.60"
x 27.35'
27.GG'
x
��
�I
1
1
1
i"26.60"
I
"25.45"
j
"28.50"
x
27.52"
X2 .8I "
1
'26.99"X
I
o l
N I
x
x "28.50"
2759"
x 27.83'
27.72"
x
X27.54"
1
x "�7.22"
I
I
1'27.15"
N
x "27.27"
I
1
n
8
o i
X27.69°
x
l
4
"26.10"
D
"27.55"
X 26.98"
I
I
126.53"
-
j
X26.2 1 °
'2G.72"
x1
m
I
W
rn I
1
I
I
'27.30°
27.42"
°27,69"
x
LOT
VACANT LOT#12354
'27.05" AREA 125329.55 5Q..FT.
"26.98" 27,63"
XP6.92"
I
I
Y26.56"
I
1
X28.55"
x
X
I
xl
j
X I 27.27 26.36
"27,62" 126.74" I x
I X25.20 x 27.68" » I I
°28.25„ X27.03" 27.58"7.34" SETBACKLNE 23__----J x�"26.45" X26.85" °26.40"
x x 30 REAR _ _ _ _ - "26.89" I I
27,03" '26.82" x I"26.00" ___-_ ----
�_---- S.T2' 27.59° x "27.31" x ___ -�-- X26.77" 26.52"
_ Y� x'26.44 X'2G-5I.,____�_- _
"26.49" 26,59" "26.58"
- X_-1- _J�-.06 _----- 26.50 %1 x
26.26" ANDING(PERPAT) x X26,03° X25.83" j
X27.22" x26.93" x 27.09" I "26.93"
-----------------� "26.96"
28.10"
28.13" "27.77" 27.90„ X27.34" °27.53" x "27.48"x"26.99"
"28.46 28.15" x 27,0' x I
x X28.27" x 50' TAXIWAY E. (PER PLAT) X28.28" x "27.84 . "27.35"x
3" "28.66" "28.71"
IRON ROD I
J J� FOUND 5l8" IRON ROD
LOT 51 "v II AT RADIU5 POINT OF
PIPER CUB TERRACE
"28.37" co."t"t x1 ROD 112°I
588°41'50"W 338.44' (PdM) 28.24°
n27.19"
LOT 50
Platted Easements & Notable Conditions (unplatted easements also listed if provided); IFAPPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OFANY FENCE LINES SHOWN AND THEIR
RELATIONSHIP TO THE BOUNDARY LINE.
- 60' TAXIWAY EASEMENT AND 26 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): I
SYMBOLS (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING- NOT TO SCALE):
LINETYPES:
AorAL=ARC LENGTH EL or ELEV = ELEVATION PI= POINT OF INTERSECTION SEC =SECTION
BOUNDARY
�n, =UTILITY POLE ®=WELL
following LandteGSurveying offlce:
CA=CENTRAL ANGLE EM=ELECTRIC METER PT = POINT OF TANGENCY TWP=TOWNSHIP
=LIGHT POLE CL = CENTER LINE 61 '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
CF= CALCULATED FROM FIELD FN = FOUND NAIL PRC= POINT OF REVERSE CURVE QTR= QUARTER
® =CATCH BASIN R =PARTY WALL
EASEMENT
Deerfield Beach, FL 33441
CR = CALCULATED FROM RECORD FND=FOUND PCC = POINT OF COMPOUND CURVE TR=TELEPHONE RISER
V =FIRE HYDRANT NC =AIR CONDITIONER oo� =SEC. QTR. CORNER
CHAIN LINK FENCE
Office: (561) 367-3587 Fax: (561) 465-3145
CH = CHORD DISTANCE L= LEGAL DESCRIPTION POB= POINT OF BEGINNING UE = UTILITY EASEMENT
C/O =CLEANOUT M=MEASURED POC = POINT OF COMMENCEMENT UP=UTILITY POLE
® = MANHOLE ® = SEPTIC LID
WOOD FENCE
CONIC. = CONCRETE OHC=OVERHEAD CABLE PH=POOL HEATER WM=WATER METER
=yyATERVALVE x=ELEV.SHOT SECTION CORNER
PLASTIC FENCE
www.Landtecsurvey.com
DE= DRAINAGE EASEMENT P=PLAT PP=POOL PUMP WV=WATER VALVE
OWM=WATER METER
OVERHEAD CABLE
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 EXCEPT AS 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:111029-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
HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.051 & 5P 7.052 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".
iIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J•17.062. PURSUANT TO SECTION 472.025, Benchmark: G, P.S. SYSTEM
"LORIDA STATUTES.
Instrument: SPECTRA PRECISION
MODEL: SP60 GNSS
Di y signed _ Benchmark Datum: N.A.V.D. 88��
y Andrew - = Elevations on Drawing are in:
nyder - _ _
D)TTEC7
VA �• - nyd N.G.V.D29 ❑ N.A.V.D.88 ■
2021.02.02 Revisions: `� , a f `*+
13:53:01-05'00' Proudly Serving Florida's Land Title & Real Estate Industries
SIGNA DATE: 02/02I2021 -• meaVUra6y i6otter!
' ANDREWSNYDER-PROFESSIONALSURV€YORANDMAPPER -
FLORIDA REGISTRATION NO.5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL
OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE)
CURVE TABLE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C
102.10'
65.Od
90°00'Od
91.92
N44°2T39t