HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEY911
LOT 1
LEGEND & ABBREVIATIONS
VACANT
A
ARC LENGTH
A/C
AIR CONDITIONER
AE
ACCESS EASEMENT
ASPH
ASPHALT
AVE
AVENUE
AVG
AVERAGE
BLVD
BOULEVARD
BM
BENCHMARK
BOC
BACK OF CURB
BRG
BEARING
C
CALCULATED FROM FIELD MEASUREMENTS
CB
CATCH BASIN
CA
CENTERLINE
CM
CONCRETE MONUMENT
60.00'-
CMP
CORRUGATED METAL PIPE
Co.
COUNTY
CONIC
CONCRETE
COORD
COORDINATE(S)
CULV
CULVERT
DE
DRAINAGE EASEMENT
DEC OR '
DEGREE
ESMT
EASEMENT
EXIST
EXISTING
FDN
FOUNDA11ON
FDOT
FLORIDA DEPARTMENT
3
OF TRANSPORTATION
x 2�
FF
FINISHED FLOOR
FH
FIRE HYDRANT
FND
FOUND
GW
GUY WIRE
HWY
HIGHWAY
ID
IDENTIFICATION NUMBER
I-4
INTERSTATE HIGHWAY
IP
IRON PIPE
IR
IRON ROD
107.34
INV
INVERT sEPnc
AREA
IRC
IRON ROD & CAP
LP
LIGHT POLE
M
MEASURED DATA L O T 2
MES
MITERED END SECTION
MH
MANHOLE
MHWL
MEAN HIGH WATER LINE OCCUPIED
NO OR #
NUMBER
NTS
NOT TO SCALE
+ 'ei
OHP
OVERHEAD UTILITIES
AQ
P
PLAT DATA
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
PCP
PERMANENT CONTROL POINT
PSM
PROFESSIONAL SURVEYOR & MAPPER
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PG.(S)
PAGE(S)
PR
PHONE RISER
PRC
POINT OF REVERSE CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
R
RADIUS
75.00'
RCP
REINFORCED CONCRETE PIPE
RD
ROAD
RR
RAILROAD
6 .0 '-
R/W
RIGHT-OF-WAY
SA
SETBACK LINE S 89.44'58" E 21 .0
SR
FOUND CM
STATE ROAD FOUND
PRM
ST
STREET
+
T
TANGENT
TOB
TOP OF BANK 0—o—D—mp
TOC
TOP OF CURB
TOS
TOE OF SLOPE
TWP
TOWNSHIP
TYP
TYPICAL
UE
UTILITY EASEMENT
&
AND
— — —
®
AT
p
DELTA
®
WATER METE
P
®
WELL
BOUNDARY &TOPOGRAPHIC SURVEY
LOT 3, CROUCHVILLE ACRES
SAINT LUCIE COUNTY, FLORIDA
LOT1 O LOT 9
MODEL LAND SUBDIVISION
MODEL LAND LIBDIVISION
(PLAT BOOK 2, PAGE 1 D)
(PLAT BOOK SPAGE 10)
._.. �.- ..I.—._ ...— --- —"—'-'— •— - - -. —- -----
1 011 RIGHT OF WAY
s`
tis
\
so\ti
FOUND CM 9��
'WES' PRM L ��
M
9,
b
ORANGE AVENUE
SI TE
EDWARDS
RD.
�Z
OKEEM_ E 712 WHITE CITY ROAD
o�
R
AtA
S
PRIMA
VISTA BLVD.
`e
t
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
8310 ANDREWS AVENUE, FORT PIERCE, FL 34954
LEGAL DESCRIPTION
\ LOT 3, CROUCHVILLE ACRES, ACCORDING TO THE PLAT
\THEREOF RECORDED IN PLAT BOOK 33, PAGE 8, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CERTIFICATIONS
B & K GROVES INC.;
DALE BASS;
DIANA BASS;
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE
FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH
AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY
ADJUSTMENT OF 1999. (NAD 83/99) AND THE NORTH LINE OF
ANDREWS AVENUE, WITH A BEARING OF S89°44'58"E, PER PLAT.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT
DEEDS.
6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111C 0170 J, EFFECTIVE DATE
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
DETERMINED BY AN ELEVATION CERTIFICATE.
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES.
9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND
FIELD MEASURED DATA.
10. THE LAST DATE OF FIELD WORK WAY-Jf *RY 27, 2014.
h10Z L 0 83.E
0. GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2)
DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM
TECHNICAL STANDARDS.
6
Z��o
W
ah
ado
A
a
M
6
V
a
�
c
a--
�
v
Z
W
O
J a
N
`�}
m
w n
I
W
�z
wuo�
O
0
(n
CM-0
LL
a W
a
IrL
/�/
W
W
LL
7
m
LL
ui l
r
N
N
'a
VJ
W
LL
�
3v
ZW
u
xm
U' K
J
y
J
ti
V
O
o
cl:
�a
N
LLJ
O
Y
V
Z
N
IX
a
LL
Z
Go
U.
O
LL
aco
co
U
CL
o-
w
as
w
z
�
o
o
A
w
w
(n
n-
n-
o
d
0-
L,I
G
m
Ga
}
U
f-0
CD
(U
H
m
R
(ll
nt
�
a
wz�
�
Paz
z�
O
ao�3
��//��
VJ
�NwJ
W
I—
"
<o�9
U
U)
mo
0, SzII
�j
yo¢Q
w
>
U O¢Op
w
<
_oz_z>
J
1
o5z}
U Zf0
J
o0
Z
Z 'm
r ==N
Lo ���k
\
1
> NOD'O
z ao
/
Z
w
Q�Lza
2
Q
o
U
0. 'o z
�o
a+V
O
Q wwop
Fm.OU
O
w
;a���
�I
J
o
} UZZO
U
Q
o
W
D_ o-wZ
0
U
a=m�Q
M
^
z
Zoo
w w r ,n
�-
I -
O
0
jow�
V
0
OmEm
CL
lL
Sa¢m
wx
N
=ooa
J
'�»
0
H
ow
�o
<aow
DRAWN BY+ CA
CHECKED BY: CA
DATE, JANUARY 28, 2014
HORIZONTAL SCALE,
1'=40'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
CHARLES
ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO.
4971
oZO.s2jol
RINT D
DATE
SHEET 1
OF 1
PROJECT NO. 14-505