HomeMy WebLinkAboutPLAT OF 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 CM
F EE: 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 jg78
9ti - -- \ \ ACK fR N
z IlV - - O NICE 28.JJ' POOL DECK
4 0 " N ag RESIDES �° xe5y\\\ \ Nw
1p.
H s�`Y, ,�12. - - 1• 6, o N POOL DECK 9y8 S,
1 , 9.88 1g9,5
9 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#9 9 \ \
<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
- BACK OF CURB
B.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 REFERENCE MONUMENT
WITH DIAMETER
O
- (IP) 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 MANHOLE
0
- SANITARY SERVICE
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 HIGH WATER
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.ORS SUITE6201 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