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® 12 SF PER CHAMBER
1.2 SF UNOBSTRUCTED / \ 300 LF. OF
AREA REQUIRED 300 LF. OF PERIMETER FENCE
1,400 SF PROVIDED. PROPOSED 1.500 NTH WITH 3 GATES
SEPTIC TANK ®�
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PROPOSED
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SWALE
MIN. SET CK RE0.
FRONT
SIDES
CNR SIDES
REAR
ZNG.
TECH.
11 _
NORTH
GRAPHIC SCALE OR ATTRCHISENTS
20 0 10 20 ACE THE n6SPO-N-IFILITY OF THE
( IN FEET, CONTRACTOR OF AECOon
O SET 5/B' IR/CAP LB 3591
TYPIC I F ND
D.E. - DRAINAGE EASEMENT
I.P. -IRON PIPE
LA.E. - LIMITED ACCESS EASEMENT
CONC. - CONCRETE
G.V. - GATE VALVE
LM,E, - LAKE MAINTENANCE EASEMENT
L.N.AE
COV. - COVERED
P.P. - POWER POLE
-LAKE MAINTENANCE
ELEV. - ELEVATION
BLDG. BUILDING
ACCESS EASEMENT
00.00 DENOTES PROPOSED ELEVATION
ESMT. - EASEMENT
U.E - UTILITY EASEMENT
N.R. - NOT RADIAL
w- DIRECTION OF FLOW
W.M. - WATER METER
NO I.D.- NO IDENTIFICATION
Y.D. - YARD DRAIN
DENOTES MOWING ELEVATION
FUR. - FLOOR
FIN. - FINISHED
A/C -AIR CONDITIONER
P. - POINT OF INTERSECTION
P.C. -POINT OF CURVATURE
PROP. PROPOSED
- TYPICAL
C.B. - CATCH BASK!
N G.V. - GATE VALVE
P.C.0 - POINT OF COMPOUND CURVATURE
P.R.C. - POINT OF REVERSE CURVE
R.RADUS
P-
#FN. -FIRE HYDRANT
P.T. - POINT OF TRANSITION
R.P.. -RADIUS POINT
®_ STORM MANHOLE
O.E - OVERHANG EASEMENT
B.E - BUFFER EASEMENT
L.P. - LIGHT POLE
C•O• - CLEANOUT
®- SANITARY MANHOLE
OR.B, - OFFICIAL RECORDS BOOK
M.H. - MANHOLE
CENTERLINE
PG. - PAGE
WATER SERVICE
L -ARC
DELTA (CENT
(CENTRAL ANGLE)
ALUM. - ALUMINUM-
P.C.P.-PERMANENT CONTROL PONT
n P.R.M.-PERMANENT REFRENCE MONUMENT
NOTE:
• IMPROVEMENT5 SHOWN ARE PFOP05ED UNLE55 OTMERWI5E NOTED.
• DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CONSTRUCTION
NOTES:
I. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD 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. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.VD.) OF 1988.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE LOT 10, HAVING A
BEARING OF SOO'03'18'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. FLOOD ZONE A 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. PROPERTY ADRESS: 3034 NW RADCLIFFE WAY
DESCRIPTION:
LOT 10, 'RIVERBEND', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBUC RECORDS OF ST LUCIE COUNTY, FLORIDA.
F•� 1 SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORID&
CONTAINING 43,802 SQUARE FEET / 1.0055 ACHES, MORE OR LESS.
DEC 12 2;f' 1 L SUB ECDT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
REC
WES6ft`ANL ALL P+POPOSED WORK
ARE SURJECT TO ANY CORRIECTIOrNS
REOL&IRED U FIELD Irk F rT0Fl5 THAT
MAY,UE NECE669fy IIJ ORDER TO
CO,IEq_PUfW1TF! AU APP140MLS Oopg%
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEmmo
FOR COMPLI
REVIEWED BY
DATE 0-1
PLANS AND PE IT
MUS i SE KEPT ON OB OR
CAULFIELD & WHEELER, INC. RIVERBEND DATE 10 13 16 SCALE 1°=20'
CIVIL ENGINEERING - LAND PLANNING 6587 LANDSCAPE ARCHITECTURE - SURVEYING LOT 10 FLD,BK• N/A CHECKED BY DPL
7900 GLADES ROAD - SUITE 100 13OUNDARY SURVEY ADDED PROPOSED SEPTIC SYSTEM AND FlN.FLR.EL 11/11/16 RAIL PAGE SHT.NO.
BOCA RATON, FLORIDA 33434N A
PHONE (560-392-1991 / FAX (560-750-1452 5T LUCIE COUNTY, FLORIDA PERMIT SKETCH 10/13/16 JS
REVISIONS DATE BY I FILE NAME 6587LIO nG 1 QWC17TC
'1