HomeMy WebLinkAboutBoundary Survey■ =r4pxwJ 011 W7_\ Cw�Am&►�3wJ mkvA fir/
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 127 IN BLOCK 5, WATERSTONE PHASE
2, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 59, PAGES 1
THROUGH 2, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
ABBREVIATIONS:
SET = SET 5//8' IRON R BAR WITH
YELLOW CAP l,1ARKED "PS65543
FD = FOUND 5/8 IRON REBAR
UIGHT OF WAY
-MEASURED
P = PLATTED
C - CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAT LINK FENCE
-0-0-E3= PLAS IC FENCE
0-0-0- = WOOD FENCE
CONIC. = CONCRETE
C,P,= CONCRETE PAD
Coy.= COVERED
E31ARR ®POWER ELECTPoC
E1ER POLE BOX
MIN.
FRONT
CNR
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE SHO HEREON.
2. ALL LOT DIMENSIONS SHO�N ARE PER PLAT UNLESS OTHER 1A SHOWN.
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN.
4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12ilIC0070 J DATED: 2-16-12,
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
BAND IS PRO D
Y A DETERM ED AS AGCOURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
6, BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
WATERSTONE PHASE 2 AS BEING NOO-05'59'W ACCORDING TO THE
PLAT DESCRIBED HEREON.
7. P.U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY EASEMENT. D.E. DENOTES DRAINAGE EASEMENT.
& THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER.
9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WHHOUT WRITTEN CONSENT.
= DRAINAGE PROPOSED :fti = EXISTING ELEVATION
AND EXISTING n,-Y = PROPOSED ELEVATION
PROPOSED PLOT PLAN
(Oumft TD doNTRAdTOR HEALTH DEPT., AND Bummal DEPT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
REQ. NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.'88)
TM2TBLOCK 5
VACANT PROPOSED
FFE = 22.4
S89038'39"E 110.00'
�w
0
CD
32.70'
52.00'
C_� o
22.70'
MODEL uB5/A 8
O N
F.F.E. = 22,50
and II
V"I
o j
x
1167'
CN
C'14
i oy
o a
C4
"
J
0
0
32.70'
4333
z
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ax
S89 38'39"E 110. 0'
LOT 128 BLOCK 5
VACANT PROPOSED
FFE = 22.4
30 0 5 10 20 30
GRAPHIC SCALE
N
0
0
FINISHED FLOOR CALL.
CENTERLINE ELEVATIONS
20.40 + 10.60 = 41,00
/ 2 = 20.50
AVERAGE CENTERLINE
+1.5 (18') = 22.00