HomeMy WebLinkAboutSurveyN T52'18"E 263.25' LIMITS OF PLAT N
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IN LTRATOR CHAMBERS
0 12 SF PER CHAMBER
1,2 SF UNOBSTRUCTED 27
AREA REQUIREDPROPOSED
500 \ 37 04 z5 s
1.400 SF SEPTIC TANK: PROVIDED\ 8
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LA.E - UMITED ACCESS EASEMENT C�JC. - CONCRETE G.V. - GATE VALVE
v: �t LM.E. - LAKE MAINTENANCE EASEMENT V• - COVERED P.P. - POWER POLE
® rP tY� RVG jp(L"1 " g- LM.A.E. -LAKE MAINTENANCE E - ELEVATION BLDG. BUILDING
p Z� 0 0 '� �� I. �p1tP �y 5 _ \ ACCESS EASEMENT ESMT. - EASEMENT N R. - NOT RADIAL
^ QLrv-¢ A ' pR�O 0 �. OO.OD DENOTES PROPOSED ELEVATION WM. -WATER METERE. LITUTY NOI.D.- NO IDENTIFICATION
® r 4 N- DIRECTION OF FLOW Y D - YARD DRAIN
/ \ ,Fes' �661� -" �t,1 \ 0.00 DENOTES EXISTING ELEVATION Flry _ FINISHED C BC CATCH BASIN
.o. c,� ,�qj , p• \ P.I. - POINT OF INTERSECTION PROP. PROPOSED
CO
FPL ucHr.
PAD P�OyL/E
\� WATER
P.C. - POINT OF CURVATURE TYP.- TYPICAL NG.V. - GATE VALVE
P.R.C. - POINT OF REVERSE CURVE P.C.0 POINT OF COMPOUND CURVATURE R - RADIUS tF.H. - FIRE HYDRANT
P i -POINT OF TRANSITIONR.P. - RADIUS POINT ®- STORM MANHOLE
- LIGHT POLE
O.E. - OVERHANG SANITARY
EASEMENTC.O.® ANH@LE
C,F04
' \
B.E. - BUFFER EASEMENT CENTERUNE
B.- - OFFICIAL RECORDS BOOK M H. - MANHOLE
SAW - SANITARY WATER SERVICE000e\ PG. -PAGE
PG.
------------
ZONE AE—F)
ALUM. - ALUMINUM
Q - DELTA L NGTH(CENTAL ANGLE) P.C.P.-PERMANENT CONTROL POINT
\
■ P.R.M.-PERMANENT REFRENCE MONUMENT
n
\
NOTE:
\ \
IMPROVEMENTS 5HOWN ARE PROPOSED UNLE55 OTHERWISE NOTED.
\ \
• DRIVEWAY5 ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CONSTRUCTION.
\
\ \\
ZONE X
\ \
\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.
LOT
11
4.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
5.
BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE LOT 10, HAVING A
BEARING OF S00'03'18"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: X; 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 RADCUFFE WAY
\ 510ES�T
HOLE . \ ` Gos0r-�
RISER
P.C. 1,8j� "V18r �� TEOH.
Ra30 /0,
�2p �33. ' ` U�
t( J0$O8•
I QB .00. / BENCH
S \`• NORTH
09
GRAPHIC SCALE
Gqr 7:22� 20 0 10 20
9,� IN FEET77
CAULFIELD & WHEELER; INC.
CIVIL ENGINEERING — LAND ,PLANNING
,,. LANDSCAPE ARCHITECTURE -, SURVEYING
7900 GLADES ROAD — SUITE 100
a BOCA RATON, FLORIDA 33434
7 ' PHONE (560-392 1991 / FAX (560-750-1452
RIVERDEND
LOT 10
DOUNDARY SURVEY
5T LUCIE COUNTY, FLORIDA
LOT 10, "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 43,802 SQUARE FEET / 1.0055 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 OCTOBER 13 2016 I FURTHER CERTIFY THAT THIS BOUNDARY
SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J 17 ADOPTED BY THE
FLO RD OF PR URVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027
DAVID P. LI DLEY, ,.L.S.
REG. -LAND-SURVEYOR-#50-05
STATE OF FLORIDA --LB #3591
ADDED PROPOSED SEPTIC SYSTEM AND FIN.FLR. - :
11 11 16
RAIL
PERMIT SKETCH
10 13/16
JS
REVISIONS
DATE
BY
DATE 10 13 16
SCALE 111=20'
FLD.BK. N/A
CHECKED BY DPL
/
PAGE N/A
-FILE NAME 6587L10