HomeMy WebLinkAboutSURVEYFLOOD ZONE " X "
MAP # 12111CO186J
DATED: 2/16/12
CENTER OF SECTION
19-35S-40E
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FD. I.R.& C.
(LS5543)
FD. LRi..& C.
(LS554.3)
S.W. CORNER OF THE S.E. 1/4 OF SEC710N 19-35S-40E
A.K.A. THE SOUTH 1/4 CORNER
LEGEND:
TYP. = TYPICAL
P. = PLAT
CONC. = CONCRIETE
M. = MEASURED
SB = SETBACK
C. = CALCULATED
R = RADUIS
D. = DESCRIPTION
I.R. & C. = IRON ROD AND CAP
W.C. = WITNESS CORNER
C.M. = CONCRETE MONUMENT
I.P. = IRON PIPE
N. & D. = NAIL AND DISK
P.P. = POWER POLE
L.P. = LIGHT POLE
O.H.W. - OVERHEAD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER & LIGHT
F.D. = FOUND
P.C. = POINT OF CURVE
P.T. = POINT OF TANGENCY
P.C.C. = POINT OF COMPOUND CURVE
P.R.C. = POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
C/L = CENTERLINE
R/W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
DRAWN BY: C.A.M.
RATE: JUNE 2018 -
DWG. NO, 4799A
P.P.
90
EN NORTH LINE OF THE OUTH—EAST 1/4 OF —
SECTION 19-35S-40€ — — —
— S 88'30'50" W (C.)
ADJOINER REFERENCE: NOTE:
DEED: OFFICIAL RECORDS WELLS AND SEPTIC
BOOK 746 PAGE 1792 (OUT OF RANGE) EXISTING RESIDENCE TO BE CONVERTED
403.61'
SB
1990.88,
WIRES
Jco
o/ r�
WELL SITE
I.R.&
S 87'55'57"W
7-SUS
= 14.23'
DESCRIPTION:(OFFICI L RECORDS BOOK 2634, PAGE 1861)
THE NORTH OIIE—HAL OF THE SOUTH ONE—HALF OF THE
S.W. 1/4 OF 11 E S.E /4 OF THE S.E. 1/4 OF SECTION 19,
TOWNSHIP 35 SOUTH, NGE 40 EAST, ST: LUCIE COUNTY,
FLORIDA.
SIBJECT TO EASEMENTS, RI TS OF WAY AND RESTRICTIONS
OF RECORD.
SOUTH LINE OF THE SOUTH—EAST 1/4 OF N 87-53'40" E
SECTION 19-35S-40E
APPROVED E1"M.E. REVISIONS PROPOSED MOBILE HOME, WELL, SEPTIC SYS. & TOPO. 6/11/18
. _
PROD NO 479`_i ADD NOTES 8 & 9, FRONT SET BACK 8/1/18 C.A.M..
DWG File -lame: C:\EPSA\4799A
CENTER LINE OF NORTH ST. LUCIE RIVER WATER
MANAGEMENT DISTRICT CANAL NO. 39 (92' R/W)
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659.11' (C•) (M•)
IER REFERENCE:
OFFICIAL RECORDS
2918, PAGE 296
HOUSE
FIN.FLEL.
=17.15' SEPTIC
TANK
TO A GARAGE/WORKSHOP UPON
COMPLETION OF NEW RESIDENCE.
FD. I.R.&
(LS5543)
WIRES N V) V) N
�W CO jr,
�l 0
COVERED SLAB
WELL HEAD
(NOT IN SERVICE)
23.60' a
WELL ° o
HEAD 12.40' 4.50 4'
& PUMP _
9.60' # 2971 °
oy 9
p b 1 STORY BUILDING PA 4.7'
QP F1N.FL. EL.=15.68'
'\y SEPTIC TANK 90 12.00'
(GRAY Q 22.10' N12.10'
WATER 4)
10 4
N SEPTIC
CAR PORT TANK
m (GRAY WATEI
A 00
33.0' EO J
61169'
A
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RIM ELEV.
95' 13.gg7'
N.A.V.0,
DRAINAGE
CATCH —
E—=RE FENNCEA
BASIN i
CONCRETE DRIVEWAY &DRIVEWAY & PARKING AREA
AREAA
WIRE FENCE
2024.42' (C.) ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE SOLE PROPERTY
OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING DELIVERY HEREOF THE RECIPIENT
HEREBY AGREES TO INDEMNIFY AND HOLD C.A. MITCHELL AND ASSOCIATES, INC, HARMLESS
FROM ANY LIABILITY RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF THE RECIPIENT,
INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY DRAWING IS NEITHER CERTIFIED BY
C.A. MITCHELL AND ASSOCIATES, INC. NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED
SURVEY, DRAWINGS OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID SIGNED AND SEALED
COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS
INFORMATION SUPERCEDE IT.
Planning Development
Services
AWG 0 3 2018
RECEIVER
FD. I.R.& C.
(LS5543) -
SURVEYOR'S NOTES:
1.) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE
SIGNING PARTY. (F.A.C. 5J-17)
2.) THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND
MAPPER. (F.A.C. 5J-17)
3.) THIS SURVEY IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
nNi 4.) THIS SURVEY AND RESULTANT DRAWING WERE COMPLETED WITHOUT THE
.L0
0
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAY AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.) THIS SITE LY'S WITHIN FLOOD ZONE "X" AS REFLECTED ON THE FEDERAL
Z EMERGENCY MANAGEMENT AGENCYS, FLOOD INSURANCE RATE MAP
o NUMBER 12111CO186J. EFFECTIVE DATE OF FEBRUARY 16, 2012
6.) THE PROPERTY DESCRIPTION FOR THE SURVEYED PARCEL IS A SECTIONAL
o BREAKDOWN DESCRIPTION WHICH DOES NOT UTILIZE BEARINGS. A BEARING
I OD OF NORTH 01'44'08" WEST WAS ASSUMED ALONG THE EAST LINE OF THE
P.P. SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF THE SOUTH
EAST ONE -QUARTER FOR COMPUTATION PURPOSES. ALL OTHER BEARINGS
n ARE RELATIVE THERETO.
7.) ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON ST. LUCIE COUNTY
BENCHMARK "S.R.D." ELEVATION = 13.48' N.A.V.D.-88.
I 8.) THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL
m MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD,
c N D IN FEET.
m 9.) THE PHYSICAL ADDRESS OF THE HOME IS 2971 ROGERS ROAD,
o m O FORT PIERCE, FLORIDA. 34981.
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THE S.E. CORNER OF THE S.W.1/4 OF
THE S.E. 1/4 OF THE S.E. 1/4 OF
SECTION 19, TOWNSHIP 35 SOIITW
RANGE 40 EAST.
C.A. MITCHELL AND ASSOCIATES, INC.
STATE CERTIFICATE OF AUTHORIZATION NO. LB4276
(ESTABLISHED 1985)
CLINTON A. MITCHELL, R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
JUNE 5, 2018
C.A. MITCHELL AND ASSOCIATES, INC. PR�,ECT
SHT. NAME SHR. N0.
LAND SURVEYOR'S*MAPPERS*GEOMATIC CONSULTANTS N. 1/2 OF S. 1/2 OF S.W. 1/4 OF S.E. 1/4 OF S.E. 1/4 OF SECTION ONE
19, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA BOUNDARY SURVEY WITH IMPROVEMENT LOCATIONS of
759 S.W. SOUTH MACEDO BLVD, PORT ST. LUCIE, FLA. 2971 ROGERS ROAD, FORT PIERCE, FLORIDA. ONE
34983 772-878-7547