HomeMy WebLinkAboutSURVEY WITH APPROVED LOWER FINISHED FLOOR ELEVATIONLOT 7, PERSNICKETY FARMS,•-DMAP OR PLAT THEREOF, RECORDED
DESCRIPTION
PLAT BOOK 66, AT PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FOUND 5/8" IRON ROD &
STAMPED "LB 3110"
0.26' WEST
0 ■Vito]'■ •
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID,
EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011).
3. THE WEST RIGHT OF WAY LINE OF SOUTH HEADER CANAL ROAD IS ASSUMED TO BEAR SOUTH 00*36,03" WEST
AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE.
5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT.
7. FIELD SURVEY LAST CONDUCTED ON JULY 16, 2020.
8. OVERALL PARCEL CONTAINS 10.00 ACRES, MORE OR LESS.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE
PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD.
10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN.
11. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT DETERMINED AS PART OF THIS
SURVEY.
12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE
DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE
RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO165J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS
INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
LOT 8
(VACANT)
PERSNICKETY FARMS
PLAT BOOK 66, PAGE 40
GRAPHIC SCALE
0 50 100
Lmw%i#mmmy
( IN FEET )
1 inch = 50' ft.
LOCATION MAP
(NOT TO SCALE)
S89'34'57"E
40.00' FOUND 5/8" IRON ROD
NORTHEAST CORNER PERSNICKETY FARMS
PLAT BOOK 66, PAGE 40
I
I
BENCHMARK NO. 1
MAG NAIL. & DISK (CENTER OF PAVEMENT)
STAMPED *CRAIG SMITH ASSOC*
ELEVATION 24.58' FEET (NAVD 66)
R-85878.70'
L=359.60'
n=0.14'24"
I I
I i
12" HDPE PIPE
0.---------------
10,0
_ - _- _- --
__- TOP OF BANK ti°
FOUND 5/8" IRON ROAD
0.23'NORTH
0
6 � �h� xry�� °
g-
1
- __ _ _
- ----t „--------------------
S89 39 50 E 1209.50
°y
____---___----------
e�
do
ry� I
'R
DITCH
17.5' D.E. & U.E.
a - �-- --_-._
w �-- s -- -
PER PLAT
---------- - - ------------
N �6
TOP OF BANK �- �y---
��-------
x
x x
ti° �° x
Zl
�I
64.9'
ti
x
,
R=85878.70
x
1
WOOD POLE BARN x�
�9
L=167.72
CONC. SLAB 1n
��
P0ON
aI
x / N
A= 0'06' 43"
94.2' 1
I 64.9' �p 2Z
oh xry� PROPOSED CONC. DRIVEWAY
v _ "j
w� I x/ �S. PROPOSED WELL - - OI
R °_I
- - - - - - xry - / // 6")'
01
x X� xn�� PROPOSED WATER LINE x�°'
25.3' '? 2.0. O / SEDGE. OF WATERws \ \\
p dry?' yob 4 WEL °c,^� ��� LOT 7 PROPOSED 1 STOR� x N ti°:, f w
O
(o x x ti xti (VACANT) C.B.S. RESIDENCE 2.7 / / 15 HDPE PIPE
° PROPOSED F F E 25 0 FEET 16.7' 1 2' 1 1
D
S
O
I
2.0
�I xl� x J��-IDP�BA_NK 0 / I I
PROPOSED COVERED`P�'TI0 0' � ,4 W ` I ° POND
CV x I 1i / ��� EDGE OF WATER `` ^a� `�2.6' O I L°.
x �o� ���� °9� a.
xti� 2.6' 2.0'
Z x I °a 37.D'
x�� ` �� ` �� ti°2 0' \ ��, 315.0' o e �'6 o
< r- II x ti1 ,1 I ' x PROPOSED SEPTIC TANK 4.0' \ y _ .--- ti x L Cn
m 0 �I 1 � POND j � tit __ �h \ \ QAh� �°� TOP
x ¢J I A 1'1. xti �ti �'"� / / ZI N
I /jj�
ci ® X D $ 1 1 - - -J i/ p w O
~ a - I x� ^" PROPOSED DRAINFIELD - - - i ( �
_ _ _ a- ¢ w
x 1- �° O M L -
65' D.E. I - �. I --I
PER PLAT cs PROPOSED 10' MILLINGS DRIVEWAY I ��
x
1
IIx i x
°'
x1� --k
x�p'
bh
O
I Co
O
x I
Xtio' (
�
le
a
m
12" HDPE PIPE X�°
I�py�
x I
4
X'11 x`I° x1
x
I p
-mac_ - -,�.��-� ®-_ � _.. �. ...
I
=_ yo
..._ -s .-� ---------------------
- - - _ -_ TOP ��ANK '- -
17.5' D.E. & U.E. ��
--------------
�p
----_ �-
_ =X -� -
p
CAP
^� -A (gyp'
PER PLAT A • DITCH
FOUND 5/8" IRON ROD &
STAMPED "LB 3110"
�� °
N89'39'S0"W 1207.82
_ _ _ ------------------___-_______
x �° �° - x� X x x x x x x X X
--- - -.-- - -
x x X x x �- x x x TOP O c BANK x x x
FENCE
_ ___
x x -- x - x x - x - x x x X x - x �°��
ryo
U
4' BARB WIRE °
x
ti
I ti°
FOUND 5/8" IRON ROD & CAP
I
LOT 6
STAMPED "LB 3110' I
(VACANT)
0.12' EAST
LEGEND
O.R.B. - OFFICIAL RECORDS BOOK
-
CENTERLINE
P -
PLAT
M -
MEASURED
D -
DEED
(C)-
CALCULATED
L.B. -
LICENSED BUSINESS
CONC:
CONCRETE
C.M.P.-
CORRUGATED METAL PIPE
INV -
INVERT
EL -
ELEVATION
F.F.E. -
FINISH FLOOR ELEVATION
P.U.E. -
PUBLIC UTILITY EASEMENT
D.E.-
DRAINAGE EASEMENT
OHU -
OVERHEAD UTILITY LINE
0,,-
WOOD POWER POLE
E--
GUY ANCHOR
C.C.R.-
CERTIFIED CORNER RECORD
xx -
WOOD LIGHT POLE
® -
ELECTRIC METER
1. D. -
II~ENTIFICATION
®-
TELEPHONE RISER
M.E.S.-
MITERED END SECTION
-
CATV RISER
HDPE-
HIGH DENSITY POLY ETHYLENE PIPE
CERTIFIED TO
JUAN QUINTEROS
JESSICA QUINTEROS
SURVEYOR'S CERTIFICATE
N
133'
iK_w pp
N �
ca 0
ir���ii
Y �RfJN
4J
U Z CLd
m3fl�
Iti
I HEREBY CERTIFY THAT THE BOUNDARY SURVEY, AS SHOWN HEREON, IS A TRUE AND
CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND
SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF
PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
CIVILS�V DE�IGN QR,0l.1P, INC.
�lI-- ".
BY: BRIAN C. KIERNAN
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 6101
DATE/ OF
Z2 _.
IGNATURE
68' 1
I
I
O
O
U C:
c4
`
U
,_
00
o
U
J
O
a)N
N
(n C
O
c O
QQ
h
2 >
Q
U)
owl
a)
�
Q.
.
L
in �
' ^
Q
N
O0w
Vl
0
Cn
u,
w
Cr
w
u�
ca
o
a
a
q
o
a
Q
o q
cm
00
m
Cm
0
ac
cm
a
44,
CNI
en
�
O
m
M
w
m
Z
®
4
w
w
I.T.
®
U
1-
m
N
o
N
II
O
Z
cx,
L
F-
Q
O
cc
r z
10
®
U)
a.
o m
SHEET NO.
I
OF
I