HomeMy WebLinkAboutFinal SurveyFD LB#4971
LOT 5
CCCL LINE Table
LINE LENGTH BEARING
L1 605.18' S40057'12"W
L2 945.85' N17045'45"W
L3 1004.86' N17037'54"W
L4 971.82' N20032'26"W
L5 962.24' N20059'07"W
L6 363.94' S06015'28"E
L7 973.90, N22042'47'W
L8 986.72' N22038'15'W
L9 999.80' N22029'12"W
L10 997.33' N21051'17"W
L11 256.84' S07017'01"E
L12 990.86' N22014'05"W
L13 972.35' N22008'15"W
L14 998AY N22007'52"W
L15 988.33' N22°14'09"W
L16 213,36' N70°23'47"E
FDEP CM
f
94-77-AO7
NOT FOUND
FD FDEP CM 94-77-AO6
N 1079108.5910 NAD 83
E 909949.5690 NAD 83,
CCCL DETAIL
NOT TO SCALE
MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905@BELLSOUTH.NET
5' N/GN CONCRETE
8LOG'( AND
1 S171000 WALL
40.5' \ \ \
o (
6 \ \
o `O
N \
32.0' \ \
tCD o \
Y
LOT 4
1.0' SINGLE FAMILY RESIDENCE ci \ FD 4x4 CMFEE: 11.33'
BENCHMARK\ 13600 \ (NO IDENTIFICATION) \\
FD P/K NAIL &DISK
ELEV.=4.86' NAVD d \
N.1086307.3980 \
E. 907229,5507 72.5'
4" CLEAN .OUT `
x,,
A,bN g cn (REFERENCE BEARING) \ \
Q, ' ® Ag$
x
y
1 6,, y xe° N89 58'14 "E 388.72' OA P M
6 67 `
S x7.08' a" EL/C PAD 168.88' yAyx sti10 6tiyx 7.s2 ' 22.55 .43' 85.11'
4" CLEAN OUT .0 N6 xl °Ox, BTM. OF EQIP. A. ., y1
zy xro ;S px'n EL.=8.92' 8 8,7 \ \ 20' \
A.
S®S \. N sr \6 \ 40.OM jg789ti - -- \ \ ACK fR N
z
IlV - -
O
NICE 28.JJ'
POOL DECK
4 0 " N ag RESIDES ° xe5y\\\ \ Nw1p. H
s`
Y, ,12. - - 1• 6, o N POOL DECK 9y8 S, 1 , 9.88 1g9,59 91 \ \,
812, v 7.33' Op LOT 5 f6.J POOL h x S 6 \ \
MIXED VEGETATION
gryy - o
x6 SINGLE FAMILY RESIDENCE
xs \\\
F.F.G.= 8.10' M \
N K F.F.E. 1 ST= 8.50'
yp a F.F.E. 2ND= 20.15' ^
56
0
132.29'
xb
xy
y byy
F.F.E. 3RD=s 3.68'
1,5' 153 '
x
A 1 y0x\\ \ \
A A/C PAD, 0'O o, x 0
2• vyx _ 8 t, r
CO.
r9. Ill 60EL.= 7.021 4'ro ^ ^ ° n\ ?a4 . 22.61 . -15.35 t
8a N89 58'14 "E 378. 43 OA)(P,)(M) /V 14 "E 37 6T xya1 t,x b? \
0- \ \
48G a 9x A 93xCo y yex y S1x y9 \
FD 5L6#99 \ \
0\0
1086tty°
9
N\ 0
q5 N.232.4187 tv o
o x y y E. )072 0.9357<o\<O w \ s
0 00 " \ C\\
o \ oy\
L
ACCESS,
UTILITY, \ \`aI (
AOCANT)
0\
a
DRAINAGE,
LANDSCAPL: \\ AND
WALL EASEMENT \ \V
4t \
COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, C, PAGE
26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, C0 FLORIDA.
RECORDED SEPTEMBER 15, 1988. LeglAbbreviations:
ismS o&
scvoaleable for size) F.F.E. PLS PROFESSIONAL LAND
SURVEYOR OA) - OVER ALL PSM PROFESSIONAL SURVEYOR &
MAPPER R) - RADIAL LB LAND SURVEYING
BUSINESS NR) - NON -RADIAL CENTERLINE R RADIUS
R/
W - RIGHT OF WAY L LENGTH A/
C - AIR CONDITIONER DELTA ANGLE CONIC. -
CONCRETE E/P EDGE
OF PAVEMENT BSB - BUILDING SETBACK LINE B/C BACKOFCURBB.M. BENCHMARK
POC POINT OF
COMMENCEMENT Tree & Plants Legend: POB POINT OF
BEGINNING o PCP) PERMANENT
CONTROL POINT BEACH DAISIES PCP PERMANENT CONTROL
POINT MATH DIAMETER 9 PRM) PERMANENT
REFERENCE MONUMENT SEA GRAPES FIRM PERMANENT REFERENCEMONUMENTWITHDIAMETEROIP) IRON
PIPE IF IRON PIPE
3Q - SEA OATS 0 IRC) IRON
ROD & CAP NTH DIAMETER IRC IRON ROD &
CAP O CM) CONCRETE
MONUMENT 2 - PINE TREE CM CONCRETE MONUMENT
WITH DIAMETER FD M) FOUND
MEASURED
P)
PLAT
OAK
TREE NTH DIAMETER C)
CALCULATED GUY
WIRE a
WOOD UTILITY
POLE PALM TREE TELEPHONE SERVICE NTH
DIAMETER AND HEIGHT CABLE
T.V.
BOX ELECTRIC BOX EXAMPLE:
LIGHT POST
b=
DIAMETER WELL H=HEIGHT
9
HYDRANT 4
GATE VALVE
Pi IRRIGATION VALVE
WATER METER LEGAL
DESCRIPTION: 5)- SANITARY MANHOLE0SANITARYSERVICE
BEING A PARCEL OF LAND LAYING OVER A PORTION OF SECTION 27, SEPTIC TANK TOWNSHIP
36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID DRAINAGE MANHOLE PARCEL
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: CURB INLET SURFACE
INLET BEING
ALL OF LOT 5, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. MITERED END SECTION
2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. CONCEPTUAL DRAINAGE LUCIE
COUNTY, FLORIDA. STREET SIGN 23.
5 PROPOSED
GRADE NAVD NORTH AMERICAN
VERTICAL DATUM ja3.5 TYPICAL
ELEVATION CERTIFIED TO: 1. JOE MIRANDA
TYPE: BOUNDARY& TOPOGRAPHIC
REVISIONS PROJECT# 18-073
LOT 5 DA TE: 1212
7118 F.B.301 PG.31 DRAWNBY.• D.B.
2. 02112121 AS BUILT NJL CHECKED BY.• C.
H.B. 1. 6125119 SITE PLAN D.B. SCALE: 1:20
SHEET:1 OF 1 NO. DATE DESCRIPTION BY COASTAL BARRIER RESOURCES
SYSTEM (CBRS)
LEGEND 10.01.1983
CBRS Area FLOOD INSURANCE NOT
AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON
OR AFTER OCTOBER 01. 1983 IN DESIGNATED CBRSAREAS. 11-16-
1990
CBRS Area FLOOD INSURANCE NOT
AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON
OR AFTER NOVEMBER 16, 1990 IN DESIGNATED CBRSAREAS. Boundaries
of the
John H. Chafee Coastal Barrier Resources. System CBRS) shown on
this FIRM were transferred from the official CBRS source map(s)
for this area and are depicted on this FIRM for Informational purposes only.
The official CBRS maps are enacted by Congress via. the
Coastal Barrier Resources Act,asemended, and maintained by the U.
S. Fish and Wildlife Service (FWS). The official CBRS maps used todetermine
whether or not an area is located within the CBRS are available for
download at htto:llwww.fws.00v. For an official determination of whether or
not an area Is located within the CBRS, or for any questions
regarding the CBRS, please contact the FWS field office for this area.
at (772) 562-3909. WEST PROPERTY LINE LOT 5)
Line Table LINE
LENGTH BEARING L1 83.
92' N26"41'
36"W GRAPHIC SCALE 20 0 10
20 40
80 IN FEET ) I inch = 20
ft. PLAT
OF SUR VEYFOR: JOSEPH
F. MIRANDA 7916 S.
OCEAN DR. JENSEN
BEACH, FL 34957 N89
58'14 "E 62.
16 m tJ 30, PLATTED MEAN
HIGHWATER
COASTAL
CONSTRUCTION CONTROL LINE PER
RECORDEDKDECEMBER 8,
12, 1978. 1
REPORT
OF
SURVEY: TYPE
OF
SURVEY: BOUNDARY & TOPOGRAPHIC
E 26* 20 THIS SURVEY PERFORMED BY: Permjttll)
2% 1717 MERIDIANINN AN RIVER BLVD.
ORSSUITE6201 st' kUCie OU17tePatment
VERO
BEACH,
FLORIDA 32960 Clljtl/r
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
MATTHEW CROWLEY, PSM#7214 THIS SURVEY
MEETS ALL APPLICABLE REQUIREMENTS
OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA
ADMINISTRATIVE CODE. ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE
MEASURED IN FEET AND DECIMAL PARTS THEREOF. THE LAST DATE OF FIELD
WORK
WAS: 2/04/21 BUILDING SETBACK LINES, IF SHOWN ARE
BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST
BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. THE BEARING BASE FOR THIS SURVEY
IS N89'58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS SHOWN ON THE PLAT THEREOF. THIS
SURVEY DOES NOT CERTIFY TO
THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT
AS SHOWN. NO INSTRUMENTS OF RECORD REGARDING EASEMENTS,
RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS
SHOWN. NO TITLE OPINION OR GUARANTEE IS
EXPRESSED OR IMPLIED. UNLESS A COMPARISON IS SHOWN, PLAT
VALUES AND MEASURED VALUES ARE THE SAME. LEGAL DESCRIPTION IS AS PROVIDED BY
THE CLIENT. UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS
UNIDENTIFIED. THE PARCEL OF LAND SHOWN HEREON
APPEARS TO BE IN FLOOD ZONES "VE-9", AND "AO-W, AND "AEA" PER FLOOD INSURANCE RATE MAP #12111C0303
K, DATED FEBRUARY 19TH, 2020. THE ELEVATIONS SHOWN HEREON ARE BASED
ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT
OF TRANSPORTATION MONUMENT "AtA94-08-BM12", ELEV= 3.51' NAVD'88. SITE
BENCHMARK IS AS SHOWN. THE COORDINATE VALUES SHOWN HEREON ARE
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE
COORDINATE SYSTEM, EAST ZONE. THE MEAN HIGH WATER ELEVATION OF
0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND
TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE.
THE SEASONAL HIGH WATER ELEVATION OF
6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER
LINE CHANGE ALONG SANDY BEACHES OF THE STATE OF FLORIDA AN ATLAS", DATED JANUARY
2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, UNIVERSITY OF FLORIDA. THE CONVERSION FACTOR
BETWEEN NGVD 1929
AND NAVD 1988 IS-1.49'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS. VER.6.0.
1 ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES. IUD s n SAND BEACH 5.
19'(M)
0
P-\,N784653"
W 25.11(
M)
4E59. SEASONAL HIGH WATER LINE ELEVATION
5.
28' NAVD DATED 11/
05/18. 7 7
0 2 48'41 "
W
24.
94'(
M)
MEAN HIGH WATER LINE ELEVATION 0.
51' NAVD DATED 11105/
18. N14 48'14 "
W 23. 96'(
M) ZERO CONTOUR W 0.00' NAVD
DATED 11/
05/
18 THIS SUATVV`
r 1 1 kOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL A' S -AL OF THE
FLORIDA LICENSED SURVEYOR AND IVIPE"NBC EC%BELOW. FLCraDA •
7 7 l MA TTFTF*
nWIT FY
PROFESSIONAL SURVEYOR
AND MAPPER47214 le e,1" ) 90 V-0&,
d