HomeMy WebLinkAboutAS-BUILT SURVEY FINAL TIE-IN 6-13-18"
e
ra
SITE.
Indian River
° S-!a1s college '
Walmart Su"reenter
0
Greyhound Bus saloon
Fc pierce
e coul1y
3rground T
LOCATION MAP
(NUT TO SCALE)
SET 5/8" IRON ROD & CAP FENCE CORNER
STAMPED "LB 7805" 1.U5` NORTH
k
N89`28'20''E 193.00'
ti^
X - -- X X —
�� 1
\\ \\
\\ \ \ 11 f
\ 1
1 1
I I I I
r,l O i II z
_ { NI U_
� N N I wl z I II Iw
F- o Q 3 NOT INCLUDED �' I wad
NI Q l w II
04
i
Z I 41 - I I = I Q
I � N I �I
Z I Q0I Q I U
of I I x
I h9 I
I I i I
Ix
I I I IY I I
WEST 193.00' I Q QI j�III
In�I I0 i X
Io- I
I
I I 0I � I
i I I I I
I IX
I I I I
I I i I
12" C.M.P.
FENCE 1-19' EAST\_71
S89`3U`45'W 193.UU` I �
FOUND 5/8'IRON ROD CAP FENCE CORNER
ILLEGIBLE 1.90' SOUTH
LEGEND & ABBREVIATIONS
O�R.B. -
OFFICIAL RECORDS BOOK
UE�-
UTILITY EASEMENT
D E.-
DRAINAGE EASEMENT
-
CENTERLINE
(D)-
DEED
(M)-
MEASURED
(C)-
CALCULATED
C.M,P.
CORRUGATED METAL PIPE
L.B- -
LICENSED BUSINESS
C.B.S.-
CONCRETE BLOCK & STUCCO
CONC.-
CONCRETE
ID -
IDENTIFICATION
EL-
ELEVATION
OHU-
OVERHEAD UTILITY LINE
`a3-
WOOD POWER POLE
®-
CABLE TV BOX
-
GUY ANCHOR
A -
TELEPHONE BOX
OE -
ELECTRICAL BOX
wV
pI -
WATER VALVE
RCP-
REINFORCED CONCRETE PIPE
F-F.E.-
FINISH FLOOR ELEVATION
N.S.L.R.W.M.D.-
NORTH ST, LUCIE RIVER WATER
MANAGEMENT DISTRICT
-
WELL
x x -
—
ASPHALT MILLING
x x x -
4' �3ARB WIR� FENCE _
�e.+a���91 h �Fhl�
DESCRIPTION
LOT 12, LESS THE WEST 193.00 FEET, BLOCK 4, MCNURLEN FARMS;
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4'
PAGE 55, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LOT 9
(VACANT)
N89`28' UE 1050.75'
x
�6�9�I��er���
—
x -- x x x x -- x x x x x x
5` ARS WIRE FENCI_
BENCHMARK NO. 1
MAGNETIC NAIL
10' D.E. c- U.E. ELEVATION 21.18 FEET (NAVD 88)
(O.R.S. 1123, PAGE 1270)
I
708.51 `
POND I
1 �
1 _ _
� 1
I
LOT 12 I
BLOCK 4 I
MCNURLEN FARMS I 1
PLAT ROOK 4; PAGE 55 /
\ I �
10` D.E. & U.E.
(O.R.B. 1123, PAGE 1270)
4` BARB WIRE FENCE
S8
x�
r o\®
CgVEREO
x
u) LP TANK
CD
u*) CONC.
a'
CARPORT
a
x�
x G
�a
x
34.1°
113.320.0'
b
���
ph
F-
n cwJ w
�'a.
X
x`1
��1 N W 4.1°
x �0�-
x
i3.1° FO L� 75.
COVERED
V) a
CONC.
PATIO
6 Uj
�32O
1
S.7°
x
CU
r� d li
�
BRICK
x
2S,a'
PAVERS
y
�W�'
(1,k5
x
x �19V
x`3' ,5
C
ti
x
ll�h
SEPTIC TANK
ti
x
h'
x
wl
3
x
a�3
Col
a
a
L0'
x
x
X
LOT 13
SURVEYOR'S NOTES (OCCUPIED)
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. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIE II-D.
3. THE EAST LINE OF THE SOUTHEAST 1 /4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00`30'07" [AST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED
5. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE,
5- AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY,
7, OVERALL PARCEL CONTAINS 7.95 ACRES, MORE OR LESS.
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
5. ATTENTION IS DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA.
10. THE LAST DATE OF FIELD WORK WAS JUNE 12, 2018.
11. 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.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD.
13. ELEVATIONS SHOWN HEREON ARE RELATIVE To THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD € 8) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION OF 21i,20 FEET.
14, BY GRAPHIC PLOTTING ONLY; SAID DESCRIBEII PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCO:.-OING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO155J, HAVING AN EFFEC I IJE DATE OF
FEBRUARY 15, 2017, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST, ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
BENCHMARK NO. 2
5/8" IRON ROD & CAP
STAMPED "CSDG REF PT"
ELEVATION 21.71 FEET (NAVD 88)
ti
a
rye.
x
C. SLAB
PLANTER
COVERED
CARPORT/PORCH
x
5' CONC. CS
r x SIDEWALK
O a
04
UNDERGROUND
PROPANE TANK
x
a
X U-)Uo
r�
ry�ti
x-
�o8 meet
a<t
pet St��90eco�rt`I
(�k'APHIC SCALE
40 0 40
IN
FOUND 3/8" IRON ROD &
ILLEGIBLE
FENCE CORNER\
1.88` SOUTH
5' BXARB WIREXFENC
in
I
w
Q
C.
CV
�
z
Lo
z
<
J
to
10 w
J
J
Q
a
0-
iv X
Q<.
N
x
X x
1 STORY C.B.S. RESIDENCE
F.F.E. 24.59 FEET
x
97.9
I
FENCE CORNER
1.89' WEST
I
I
I
15` 54'
Q
01
w
IY I I
U
z
Co
w
w
a
s
� I
Q
�
;o
1 U4.55`
to
I
w
Z_
i -j
IQ
CV
J
Q
Q I
U
w
�
0
0
Icy
E
J
C0
80.72'
I
z
I
I
x M
54.0' 182.€39' Lo
to
20' D.E. & U.E. I0
4' CONC. (O.R.B. 1123, PAGE 1270) -
x z
I
U
in w
UC En
N x I�
Co
X x I w
- X 5' BARB WIRE FENCE Ld
x I W
z
J
N89`29'53'E
58.79' --�w
FENCE CORNER
0.58` NORTH; 2.49' WEST I
FOUND 3/8" IRON ROD & CAP
STAMPED "RLS 2391" I I
Lo
CV
T. Lucie 44—
0)
Dat Lo
Pr I i Q w
za
<o
Q
awl � I
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2U1.\ 21
29 28
CERTIFIED TO
DONAL-AN R. HAMRICK
CARISSA H. HAMRICK
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE AS -BUILT 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 FC:,RTH DY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17, FLOPIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY: BRIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
O
O
U)
z
z
=
z
_O�/
U)
_
UJI
c
z
_w
C
O
W
O
O
J
Q
z
�
O
Q
�
�
�
Q
m
CJC)
04
cv
—
m
O
B1
o
CD
c�a
1 z
F� LD
�
I`"MM4 �
L
w
0
�
c
�
H
>
m
v,
U
W
c'
0
0
cv
'A■
Y
m
O
m
mm
w
z
®
U
LLI
LLI
q:
=
z
U_
U
w
�
Q
z
M
II
o
T
r
Y
O
2 �
z
U
o w
o
m
m
H
o
Q
o
a
o z
m
U)
0
® Q
O M
J LLJ
U. z
U
U =
Ix F_
zW:3
LLJ U Q
F—
Q U.
o
a
zR
®CnLL
LL a Z
>' ® O z
>~_
W~ zua
�2®_
w J
00 U_ Cn
Q®O
Z
m O
CC
O
D a
Oa
U) z
C*) z
Z
00 �,.
N J
SHEE'r NO.
1
OF
1