HomeMy WebLinkAbout009 Health Dept Floor Plan and SurveySITE PLAN
FND %" IRCY
LB # 7903
x LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST I
9
R
0' 20' 40' 60'
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OST DS # G -S<•2 1 & Well #
Date: S !9
Review r:
LEGEND & ABBREVIATIONS
A
A/C
BM
C
C/L
CM
CONC
DEG OR
ELEV
FFE
FND
ID
IP
IR
IRC
LB
LS
M
MON
MHWL
NAVD
NGVD
NO OR #
NTS
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
D
C�-
FND 5/8" IRC
"TALBOTT"
ARC LENGTH
AIR CONDITIONER
BENCHMARK
CALCULATED FROM FIELD MEASUREMENTS
CENTERLINE
CONCRETE MONUMENT
CONCRETE
DEGREE
ELEVATION
FINISHED FLOOR ELEVATION
FOUND
IDENTIFICATION NUMBER
IRON PIPE
IRON ROD
IRON ROD & CAP
LICENSED BUSINESS
LICENSED SURVEYOR
MEASURED DATA
MONUMENT
MEAN HIGH WATER LINE
NORTH AMERICAN VERTICAL DATUM
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
NOT TO SCALE
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PAGE(S)
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR AND MAPPER
RADIUS
REGISTERED LAND SURVEYOR
RIGHT-OF-WAY
WATER METER
AND
AT
DELTA
UTILITY POLE
'•,PIMP' TRFP'
WELL
+/- 90' N
OUT OF RANGE
RYAN DOYLE
1418-133-0010-000-8
4851 BALD CYPRESS TRL
OCCUPIED (FFE = 24.7)
19,49x
EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF
SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 0,28 O
x 24.71
21,3 --------------- 21,28
DRAINFIELD
21,10
x --2104--------------x 21.25 x 20.50
S 89°52'33" E 19.32 S 89°52'33" E
511.33'M - x19.1)�� x 150.8 r
FND %" IRC 1 x 19,79
LB # 7025
1' WEST 19.17
x
I
x
ROSS CHAMBERS "
,\ i LO In
1418-133-0040-000-7 o 6 6
O
/ 4700 INDRIO RD
/
20.0= VACANT E x x 19,9.
I
I \
x \
NTHONY WATERS 1
x 25.0'
1418-133-0035-000-9
4750 INDRIO RD i I
OCCUPIED (FFE = 23.1) WELL 5.0' 23.3 w
x STEPS COVERED V
- 41.2 PORCH
22,62 x oo 7.3'
c°'o ;--------- 22,62 iv CY w
i x 23,10 x- x 19,36 0 16.0
16.7'- G'
0 ( N 1 21.75
o SEPTIC ; d PROPOSED
ARE/i, / 1 STORY CBS
t6 RESIDENCE
Ix 22.38P MINIMUM
22,15 --------
x \ N / C>J FFE = 22.5'
--
\ 41. - 32.0,
COVERED
r 14.0' ENTRY 019.004 '
STEPS
� I
e I ----------- --
O
KI
� ell-�' 1-' SEPTIC II,
. (01 I� p
6l . o AREA 6; - o
L __28.0'-- _J 1
10.0 L __-----
PROPOSED / 00 39.0' O
WATER LINE I /b� C�
C' O
PROPOSED PROPOSED
GREEN AREA DRAINFIELI
FND 5/s" IRC
LB # 7025
FND %11 IR
NO ID
0.4' NORTH
END OF
DITCH
x ,87
46.2'
e
34.0'
e .a
O
00
O a7
b N
V)
46.0'
Rim
12.0'
19,11
20,38
I
19.741
1
CONCRETE DRIVE
x
18,82
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Co
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AIA 7�
GRAVEL
SITE
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DRIVE
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20,92
M
20.3
to
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1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
Lu
i o 19.90
MCOS
FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE
W W W
°
CD
r4i
RO,�
0.51
FND %" IRC
o
1
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7I3
LB # 7025
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RESIDENTIAL.
BENCHMARK
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
1 I
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
Z
ELEV. = 20.42'
x 19 4-I�
30 0
RECEIVER.
AIA
Z
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
OW
W
Z
1f .
2
PRIYA VISTA BLVD.
04
THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
Q
CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS
2034
SHOWN, HAVING AN BEARING OF N89°51 14 E (ASSUMED DATUM).
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
9
W0
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
V
13.69
:3 Do
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
►) t-
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
t4
DETERMINED BY AN ELEVATION CERTIFICATE.
END OF
DITCH
x ,87
46.2'
e
34.0'
e .a
O
00
O a7
b N
V)
46.0'
Rim
12.0'
19,11
20,38
I
19.741
1
CONCRETE DRIVE
x 18.43
x
18,82
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Lu
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x 18.43
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4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951
SITE
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THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST
CL
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Z
91
4
ad
O
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1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
Lu
18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40
MCOS
FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE
W W W
°
o
N
RO,�
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u -
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mwARas
O
RECORDED IN OFFICIAL BOOK 4335, PAGE 1074:
40
GENERAL NOTES
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off"
ITE an ROAn
nz S
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
t-
co
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
Z
w
x 19 4-I�
-
RECEIVER.
AIA
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\'N=0ROAD
LOCATION MAP
2
NOT TO SCALE
S
AIA 7�
4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951
SITE
LEGAL DESCRIPTION
THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST
CL
Z
1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40
91
4
ad
THE WEST 250 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST
ORANGE AVENUE
1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40
MCOS
FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE
W W W
°
o
N
RO,�
- -UHV - umv - UHr - UHP-UHV
151.H2
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mwARas
1
RECORDED IN OFFICIAL BOOK 4335, PAGE 1074:
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
GENERAL NOTES
7Z
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
off"
ITE an ROAn
nz S
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
- - - TOIL OFL Bel
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
9 5
MAPPER.
x 19 4-I�
-
RECEIVER.
AIA
Z
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
OW
W
Z
SURVEYOR & MAPPER.
N
PRIYA VISTA BLVD.
04
THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
FND %" IRC 1 12. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2020. 10 8,25 LB # 7025 1
yo
6 P OPOSED 0 oHa
1'1�0
PNU J/6" >x i
NO ID S 89051'14" E
OHP - OHP --OHP - OHP - OHP 4 H� .8 QHt - OHP - OHP - BHP -OHP =`TORP =TP ___UT__ lUAP = -
--16 --
17.49 x-
- -
SOUTH LINE OF THE NORTHEAST Y4 OF SECTION 18, o
TOWNSHIP 34 SOUTH, RANGE 40 EAST O
19181x- �t - - e
FND NAIL & DISK BASE BEARING
LB # 7903 S 89° 51 ' 14" E -
CENTER 479.70' 20,81
OF SECTION
0
LOCATION MAP
2
NOT TO SCALE
STREET ADDRESS
w
4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951
�
LEGAL DESCRIPTION
THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST
CL
Z
1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40
EAST, EXCEPT THE SOUTH 40 FEET; AND THE EAST 50 FEET OF
ad
THE WEST 250 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST
LOLF
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1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40
Wz
FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE
W W W
°
SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP
N
34 SOUTH, RANGE 40 EAST, LESS THE WEST 250 FEET, THE EAST
- -UHV - umv - UHr - UHP-UHV
151.H2
30 FEET AND THE SOUTH 40 FEET; SAID LANDS SITUATE, LYING
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AND BEING IN ST. LUCIE COUNTY, FLORIDA.
OHP - OHP - OHP
RECORDED IN OFFICIAL BOOK 4335, PAGE 1074:
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
GENERAL NOTES
LL 0)
r
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
- - - TOIL OFL Bel
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
9 5
MAPPER.
x 19 4-I�
-
RECEIVER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
OW
W
Z
SURVEYOR & MAPPER.
N
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
04
THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
Q
CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS
lu oo
SHOWN, HAVING AN BEARING OF N89°51 14 E (ASSUMED DATUM).
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
9
W0
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
V
IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
:3 Do
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
►) t-
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
t4
DETERMINED BY AN ELEVATION CERTIFICATE.
y
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
89'51 ' 14" E
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
BENCHMARK
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
fNDR4A0 -R-OAD
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
Fb
BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
181.85
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
21"ASPHALT WRIGHT OF WAY
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
r
PCI
w
F-
OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP,
20,26
ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
FND %" IRC 1 12. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2020. 10 8,25 LB # 7025 1
yo
6 P OPOSED 0 oHa
1'1�0
PNU J/6" >x i
NO ID S 89051'14" E
OHP - OHP --OHP - OHP - OHP 4 H� .8 QHt - OHP - OHP - BHP -OHP =`TORP =TP ___UT__ lUAP = -
--16 --
17.49 x-
- -
SOUTH LINE OF THE NORTHEAST Y4 OF SECTION 18, o
TOWNSHIP 34 SOUTH, RANGE 40 EAST O
19181x- �t - - e
FND NAIL & DISK BASE BEARING
LB # 7903 S 89° 51 ' 14" E -
CENTER 479.70' 20,81
OF SECTION
0
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR -& MAPPER.
s SEAL:
IA
CHARLES.ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO. 497
7PRIN DA
SHEET 1 OF 1
PROJECT N0. 20-518
ONCRETE DRIVE
2
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OND
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GLOBAL POSITIONING SYSTEM (GPS) NOTES
S 89051'14" E
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1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
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CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L -BAND
- - - TOIL OFL Bel
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RECEIVER.
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2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
DRAINAGE PIPEp
Q
a
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
- - SOP-Or-BhATK
�
SET NAIL & DISK
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
ti
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20,32 LB # 7903
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
S
89'51 ' 14" E
BENCHMARK
USING CARLSON SURVEY 2018.
fNDR4A0 -R-OAD
x 2� 71
Fb
ELEV. = 20.60'
20'57
181.85
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
21"ASPHALT WRIGHT OF WAY
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
r
PCI
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F-
20,26
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR -& MAPPER.
s SEAL:
IA
CHARLES.ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO. 497
7PRIN DA
SHEET 1 OF 1
PROJECT N0. 20-518
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NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR -& MAPPER.
s SEAL:
IA
CHARLES.ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO. 497
7PRIN DA
SHEET 1 OF 1
PROJECT N0. 20-518
DocuSign Envelope ID: 82246FF8-C690-4CFD-8938-DOE7EO520568
WALL LGloCtw
ID
DESCRIPTION
REINFORCED CMU WALL
W/ FINISHES
SPECS
SEE GENERAL SPECIFICATIONS ON A-1
THICKNESS
ON FLOOR
FLAN
9"
porch
"volumee
REINFORCED CMU WALL
WO/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
8"
area
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5"
LOAD BEARING 20 WALL
SEE BRG WALL DETAIL
4.5"
FLOOR PLAN- DIMENSIONED
SCALE: 1/4"= V-0"
PROJECT DESCRIPTION
NEW CONSTRUCTION OF A 1 STORY SF
RESIDENCE ON A VACANT LOT.
ZONING INFORMATION:
parcel id: 1418-133-0040-000-7
AR -1 (unincorporated St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
living area _
_3,371 sf_
576 sfr
porch
"volumee
572 sfnt
porch
256 sfg
area
4,775 sf
volume
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS (21 t's(o &Well #
Date: if I 1.��'+/ —
Review r:
lw
FOR SEPTIC PERMIT ONLY
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7/9/20
SHEET
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7/9/2020
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