HomeMy WebLinkAboutBoundary Survey (2)I
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SD #13
STORM DRAIN
GRATE ELEVATION
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CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
q. BOCA RATON, FLORIDA 33434
PHONE (560-392-1991 / FAX (561)-750-1452
N
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N43059'35"E
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STAMFORD II MODEL
NO. 6519
ELEVATION C
t STORY
PROPOSED RESIDENCE
GARAGE RIGHT
FiN.FLR=11.40'
A/C
PAD
PROPOSED
375 GAL
PUMP
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N43'591350E
TYPICAL LEGEND
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Q SET 5/8" IR/CAP L8 3591
D.E. - DRAINAGE EASEMENT
I.P. - IRON PIPE
LOCATION MAP
L.A.E. - LIMITED ACCESS EASEMENT
CONC. - CONCRETE
G.V. - GATE VALVE
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ol
LM.E. - LAKE MAINTENANCE EASEMENT
COV. - COVERED
P.P. - POWER POLE
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NOT
NOT TO SCALE
L.M.A.E. - LAKE MAINTENANCE
ELEV. - ELEVATION
BLDG. - BUILDING
3 s
- 9
ACCESS EASEMENT
ESMT. - EASEMENT
N.R. - NOT RADIAL
5 t'
'1' 253T 5ltC RANGE 10 D1Sf
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D0.00 DENOTES PROPOSED ELEVATION
U.E. - UTILITY EASEMENT
NO I.D.- NO IDENTIFICATION
2
.00O DIRECTION OF FLOW
W.M.- WATER METER
Y.D. - YARD DRAIN
a 12
Fpg6,
0_2_00 DENOTES EXISTING ELEVATIONFLR'
-FLOOR
A/C - AIR CONDITIONER
13
P.I. - POINT OF INTERSECTION
FIN. - FINISHED
C.B. - CATCH BASIN
G.V. - GATE VALVE
1 a4 t4
t G
ok
P.C. - POINT OF CURVATURE
TY .- TPICAALLOSW
43
R2
P.C.0 - POINT OF COMPOUND CURVATURE
R. -RADIUS
tF.H. - FIRE HYDRANT
'a 45
15
P.R.C. -POINT OF REVERSE CURVE
P.T. - POINT OF TRANSITION
R.P. - RADIUS POINT
®- STORM MANHOLE
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O.E. - OVERHANG EASEMENT
L.P. -LIGHT POLE
C.O. - CLEANOUT
05 - SANITARY MANHOLE
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B.E. - BUFFER EASEMENT
M.H. - MANHOLE
-
2 CENTERLINE
" V 47.P
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O.R.B. - OFFICIAL RECORDS BOOK
SAN. - SANITARY
I> WATER SERVICE
PG - PAGE
L - ARC LENGTH
ALUM. - ALUMINUM
39.
orvD
p - DELTA (CENTRAL ANGLE)
P.C.P.-PERMANENT CONTROL POINT
■ P.R.M.-PERMANENT REFERENCE MONUMENT
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36 37 O 28 9_ 19
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29 n 20
4
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POND
26 f 21
34 31
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25 22
33 32
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24 23
NW TURNBBOUT lAPlB
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Ntq TURNABOUT 1.
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312.090
196.41'-" l"
I 75.D' SHORELINE -
PROTECTION ZONE
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201.701 I \
---- 25' I
6.6 \\
s.o 311.85'
PROPOSED 575 SF TRENCH REQUIRED I 1
LOT 17 1.200 PROPOSED 3 ROWS OF
SEPTIC 16 QUICK4 STANDARD I
TANK INFILTRATOR CHAMBERS I
ER CHAMBER
NOTE:
• IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED.
• DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CONSTRUCTION.
RIVERBEND
LOT 16
BOUNDARY SURVEY
ST LUCIE COUNTY, FLORIDA
012SFP
865 SF UNOBSTRUCTED
AREA REQUIRED
1,000 SF PROVIDED
NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN
EMBOSSED SURVEYOR'S SEAL.
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND
SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY,
EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
4. EL'EVAIICAVS 'SHO'V@N 'WEREON ARE RELA17VE TO ME NORTH A'MERICAN VERTICAL
DATUM (N.A.V.D.) OF 1988.
5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH EAST LINE
LOT 16, HAVING A BEARING OF N43'59'35"E.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF
RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY
OR PARTIES.
9. PROPERTY SITUATED IN FLOOD ZONE: "X" AND "AE"(EL.6'); COMMUNITY PANEL
NO. 120285 0406 J; DATE: FEBRUARY 16, 2012.
10, BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4",
ELEVATION= 2.60.
11. ADDRESS: 3058 NW RADCLIFFE WAY.
REVISED PROPOSED SEPTIC SYSTEM/ADD FIN.FLR.ELEV
5 22 17
CE
ADDED PROPOSED SEPTIC SYSTEM
4 13 17
CE
PERMIT SKETCH
3/13/17
JS
REVISIONS
DATE
BY
6
P.
A
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
DESCRIPTION:
LOT 16, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 29,637 SQUARE FEET / 0.6804 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED UNDER MY DIRECTION ON MARCH 13, 2017. I FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS A ARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOP�E FLOR OARD PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLO IDAtST 472.
DAVID P. LINDLEY, P.L.S.
REG. LAND SURVEYOR #5005
STATE OF FLORIDA - LB #3591
DATE 3 13 17
SCALE 1"=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 6587L16
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