HomeMy WebLinkAbout revised survey with corrected setbacksc
NORTH LINE BLOCK 58
FND#4_,
IRON ROD
LOT 16
SMH
RIM EL:18.18
N890 43' 35"E 110.00'
x14,19SWALE x 15.71
24'
EXISTING %
RESIDENCE i
L 0 T 17 V
� 16125x
X1 .34 16.23x� i
O
Z �N �� 9/ 0 FND#4
��O' x'� IRON ROD
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PROPOSED
POOL
(26'X142)
cD
1,5. 2x J .0
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u)
N
S89' 43' 35"W 110.00'
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
SITE DATA
TOTAL AREA: 8,250 S.F. 00.19 AC. 100.00%
IMPERVIOUS AREA:
CONCRETE
290
S.F.
00.01
AC.
05.26%
BUILDING
1,171
S.F.
00.03
AC.
15.79%
POOL/DECK
1.062
S.F.
00.02
AC.
10.53%
IMPERVIOUS
21523
S.F.
00.06
AC.
31.58%
PERVIOUS AREA:
PERVIOUS 5,727 S.F. 00.13 AC 68.42%
30.73' W
1
ENCHMARK #1
SET MAG NAIL
e :j--� :.• ' I DISC#LB8098
w EL:14.29
.. I 14.26^
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SOUTH LINE BLOCK 58
SE
FND #4
IRON ROD
CALMOSO DR
LEGAL DESCRIPTION
LOT 17, BLOCK 58, ACCORDING TO THE PLAT OF RIVER PARK
UNIT 6, THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE(S)
28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOTES:
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 30, 2020.
3. PARCEL CONTAINS 0.19 ACRES, MORE OR LESS.
4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE
CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE
NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF
RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND
CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS
AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS
SURVEY.
6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF
RIVER PARK UNIT 6, PER THE LINE LABELED HERON AS
(BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE
THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND
DECIMAL PARTS THEREOF,
7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). AND ARE
BASED ON GPS RTK OBSERVATIONS,
8. THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY
PRO, VERSION 4,95, /REALTIME PROCESSING IS BASED ON
THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK
DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND
SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS
SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE
IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS
ONE FOR HORIZONTAL CONTROL SURVEYS.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND
SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL
IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN
SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS,
OVER THE SCALED POSITIONS.
10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD
SURVEY UPDATE" UNLESS OTHERWISE NOTED.
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
LEGEND
(P) PLAT DATA (RAD) RADIAL LINE
(F) FIELD DATA No. NUMBER
(C) CALCULATED FROM FIELD MEASUREMENTS PC POINT OF CURVE
FND. FOUND PT POINT OF TANGENCY
P.A.C. POINT OF COMPOUND CURVE CENTERLINE
P.R.C. POINT OF REVERSE CURVE W❑ WATER METER
P.L.S. PROFESSIONAL LAND SURVEYOR
L.B. LICENSED BUSINESS CONN ❑ COMMUNICATION RISER
IRC IRON ROD & CAP � WOOD UTILITY POLE
DELTA (CENTRAL ANGLE)
R RADIUS-'� NATURAL GAS TANK LID
L ARC LENGTH �' "1:1'•gVpQ SEWER VALVE
N�PV.D, TYPICAL NORTH VERTICAL D6TUM ;�L T.
(j BENCHMARK (BM)
EL. ELEVATION
OHW OVERHEAD WIRES ��� �Qns2 NJ � / FINISHED FLOOR ELEVATION
CONC CONCRETE SF FL �i PROPERTY LINE
TOB TOP OF BANK %R' 5 CMP !;CORRUGATED METAL PIPE
_ o AT
FLORIDA REGISTRA
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DRAWN BY: JJL
CHECKED BY: MTO
PROJECT: 20-319
DATE: 10/02/2020
SCALE: AS SHOWN
S NATURE DATE: SHEET
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