HomeMy WebLinkAboutDicarlo- site plan-boundary surveyAC ACRE
A/C AIR CONDITIONER
ALUM ALUMINUM
ANC ANCHOR
APPROX APPROXIMATE
AVE AVENUE
BRG BEARING
BLK BLOCK
BLVD BOULEVARD
BOX
POLE
:D METAL PIPE
VALLEY GUTTER
DE DRAINAGE EASEMENT
^^`+- DRAINAGE FLOW
ESMT EASEMENT
EDO EDGE OF CONCRETE
EDP EDGE OF PAVEMENT
EOW EDGE OF WATER
EM ELECTRIC METER
ES ELECTRIC SERVICE
ELEV ELEVATION
ENCL ENCLOSURE
X 17.00 EXISTING ELEVATION
FT FEET
F FIELD MEASUREMENT
FNC FENCE
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FPL FLORIDA POWER & LIGHT
FND FOUND
GOVT GOVERNMENT
HSE HOUSE
I & E INGRESS & EGRESS EASEMENT
INV INVERT
IB IRON BAR
IP IRON PIPE
IB & C IRON BAR & CAP
IP & C IRON PIPE & CAP
L ARC LENGTH
LE LANDSCAPE EASEMENT
LB LICENSED BUSINESS NUMBER
LP LIGHT POLE
M & W MAG NAIL & WASHER
MAG MAG NAIL
ME MAINTENANCE EASEMENT
M/F METAL FENCE
M W1. MEAN HIGH WATER LINE
NAIL
NL& TT NAIL & TN TAB
N & W NAIL & WASHER
NGVD NATIONAL GEODETIC VERTICAL DATUM
NO ID NO IDENTIFICATION
NTS NOT TO SCALE
NAD NORTH AMERICAN DATUM
ORB OFFICIAL RECORD BOOK
0OFFSET
0/S OVERHANG
OHW OVERHEAD WIRE
PG PAGE
PK PARKER -HALON NAIL
PK & TT PARKER-KALON NAIL & TIN TAB
PK & W PARKER-KALON NAIL & WASHER
PVMT PAVEMENT
PRM PERMANENT REFERENCE MONUMENT
P PLAT
PB PLATBOOK
PCC POINT OF COMPOUND CURVATURE
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
POE POINT OF ENCROACHMENT
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PP POWER POLE
PUE PRIVATE UTILITY EASEMENT
PLS PROFESSIONAL LAND SURVEYOR
IE PROPERTY LINE
PP PROPOSED
>R 7.00 PROPOSED ELEVATION
PRO PRORATED
R RADIUS
RAD RADIAL
RRS RAILROAD SPIKE
RNG RANGE
RLS REGISTERED LAND SURVEYOR
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SS SANITARY SEWER
SECT SECTION
SET I.B. SET 5/8 IRON BAR & CAP #4049
SET PK SET PK NAIL & WASHER #4049
S/T SEPTIC TANK
S�W SIDEWALK
S T SOUTHERN BELL TELEPHONE BOX
S/F SQUARE FEET
B/D SUBDIVISION
T GEN
TOE MP RARY CONSTRUCTION EASEMENT
TOB TOP OF BANK
TOE TOE OF SLOPE
TWP TOWNSHIP
TRANS TRANSFORMER
TYP TYPICAL
UDE UTILITY & DRAINAGE EASEMENT \
UE UTILITY EASEMENT
U/G UNDERGROUND
WF WOOD FENCE
WM WATER METER
WV WATER VALVE
WPP WOOD POWER POLE
0 DIAMETER
NOT PLATTED
LIMITS of PLAT N89'52'18"E 105.00' tur;,t;,� ilrt a ,1 I Ir, ,tiv It;tl I""; l ii"' , aif�i,; f "', ' l n1'•
— .— — _ — � _ It tt1;1iR I 1�� v 1111 Ir5111'�"i lit i trfl!.Y �I
15.00' CORNER CORNER 0.
NOT
a t Ii �1 ♦afFt'Cit II,tfI ` hx
C)
NOT NOT
LANDSCAPE POUND FOUND 0i4 tt+ l irF til �I iSX'`s e. 'In�f' 9"r'�Jrf t�l" il+' J t t, I,ti t(~ k
BUFFER
EASEMENT IVl I Y� IIt'(Ir�l'i�r;liVy tcx{i'��vi bll 1111 �1` �+ xh itpl�t fs tt{�r,i s,
1�p I� II i 15 Iv r� u f � Jji to t f) 'fit JI� k I Ulla
,.• � �� rt 7il'I' 1{I tv '�vll fill k��N' t Irt l 4Ar I^ tF �,y�''S�1�
10.00'
DRAINAGE u�i m r - itY 7rr" 1 xri�'tVlili3, +'A4lri rlli a Ort IPilltg +i Itxi l!x 11'
EASEMENT ai b I�illiy 1 i' �ft4va� A s 4 txc i �9 t�,d t{ i /a,
Ixlho
��ti•T+1r, I' `t f't Nt I,jA 7 i�£ 1 tp �. of t� fF g�
MF
1 _ ��'�• R• i{I f. �C?t I°, xr 1 4111,. I�, I a�. x Y+ t A' !,`+'�
4(, 1 ut t 't J t i e t}✓4 i� x 1 I e f i To i1 I yI i tt 1
E 3S �' N�HF l;x I ail it 1 'xn "t'll�te situ '1
q p t�
9 (� 1.LO
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� d�TpootZ
se
KLT GA-lFi� hf1 Q ar+ tt 11 irr^ n�ti' fl ��I 111 x +Ix ,,}Intl,.' t h't(:�17
% K EL�.V. IG P t{1r <�f'e r 1'i 1tt I to ttr Yrll t � It i
.D �t�-Fir. lls 71ie°111 yin 1' I tie,tl � I3�st1 Irl ao� I711r 't11S tr'�
ID � t�.0i �a, ,' A t`1 I I� 1 � { d'I iI�1II'T�t�11T1 aft 11 II la'91 it rtc I�t I
(�•� uV^ 1s I��+ rl td41, 113 t tIINy 11.
PROPANE A
LIDS �I1h TiV+ b t i11 1'51 i t
11 t�ifp4 t lill + e�It�i Cl(1t11 X111 (Ixt u fs ' x (�1 r 1. t, {
SP
p P'to
j 't +1T ' 1 eYi J 1 l,tl{ 'ujr I x{1P t t -
Oa _k,t 11 (t t(i,l fyw111(x t tl Ii,q 1 1
POOL n§,w itllvt tt 41^:J i�i11t1eA 11 i{Iiix, i, lit Ii li I '
1 xlr•' C e d+II�Il11 t d1 ' tI. + ii 119 1 It., t
N+ It 1 '' xttr xr n qi i li }, t�(.rt�'( ^ 1a ✓ t q
N 1x fix l'n ),i! uC13a'f' f " i'S'tiei 11 t� 1 ro* r j, t 1II+It ,'k
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Al �.(It15��✓h.1s v,td�r 4,� I i
BRICK -PAVER
POOL DECK LOCATION MAP
1 1
LOT 7 18.51'18.39'
f 14.40' "17.50'/ 38.20' v
pE O� BRI OK"-�EgVER c4 ?• LOT 9
PATO \
00
P
O
O
Z
18.48'
\ 44f
�JS9 `Y
LOT 8
ONE STORY DWELLING
1'111- FL." E%--F-V. 'l6_46
COVERED /
ENTRANCE/ T
N < \ 4.
11.24'
�_l01 to an' � 18.41'
1 *0
/• Np
a",
@p
/ 1 \
/ S51'19'44"
12.87'
/
O/
/
\ V /
1. PROPERTY ADDRESS:
- 3026 NW RADCLIFFE WAY
4� /
2. CERTIFIED TO:
- DiCARLO
00
M
P
O
O
Z
i4
CORNER FND 5/8"0 IS & C
NOT •-� /-W/ LB 3591
& G FOUND \ / N 0.24' E 0.13'
at+° 35so oe 24' 49'15" % —
Slo.�+• W � 60,00' I "---•-_
69.31
o R = 330 00'
E \ M I D = 0'24'23"
I L = 2.34'
R = 25.00' v$.
= 59'49'16"
L = 26.10' ( 60' R/W—
�%'`� NW RADCLIFFE WAY
NOT A BOUNDARY SURVEY.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
STEPHEN J. BROWN, INC
vv�,,ir,llita/,/
rX
STEPHEN J. BROWN, PROFESSIONAL
REGISTRATION NO. 4049, STATE OF" ,'tDA•-=�'``\'
LEGAL. DESCRIPTION
LOT 8, RIVERBEND, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
GRAPHIC SCALE
( IN FEET )
1 inch = 20
Date of field survey:
10119/2020
NOTES: i
1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights—of—way of record.
3. All bearings are referenced to the North Line of subject property,
platted as North 89'52'18" East, with all others being relative thereto.
4. Elevations shown hereon are relative, to North American Vertical
Datum of 1988, and are based on benchmark NA .
5. There are no above ground encroachments, unless otherwise shown.
6. The ationol Flood Insurance Program designation as indicated on
th .E.M.A. Map No. 12111CO406K , dated 02/19/2020 ,
ocates the parcel in Zone X 'base flood elevation NIA feet;
Subject to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an interpretation by the surveyor and is provided
as a courtesy. The flood zone(s) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
8.:The expected use of the survey and map is for Residential Purposes .
9• Ali measurements are in accordance with the United States standard, in feet.
10. Additions or deletions to survey maps or reports by other than the signing
party or parties is prohibited without written consent of the signing party or parties
DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
10/21/2020
SCALE
1 „ 20'
JOB N0.
7522-01-01
SHEET
ONE
OF ONE SHEETS
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1-4
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DRAWN
S.J.B.
CHECKED
S.J.B.
DATE
10/21/2020
SCALE
1 „ 20'
JOB N0.
7522-01-01
SHEET
ONE
OF ONE SHEETS