HomeMy WebLinkAbout21-247 bndy_banyan st_REV3(ESIGN)I
00' 10
TBM
EL 20.83' 0
SET MAG TT
LOT 1
BLOCK 20
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FND IP .75
W 0.01'
�1 S 0.02'
1O
p NAVD88 BANYAN STxq
--- -
BM 2 21.03' �,� 1(70.00' RIGHT-OF-WAY)
EL 20.48'� 9
SET MAG TT 0.46'- `b
NAVD88 +� �0� 0'1 TOB N �C
'`O 0�O 1 �1 CL SWALE
20. NgO TOB - 1�
- - , 4FN� I--- , »
S89 37 25 L PROP
00 �p� r (BEARING BASIS) DRIVE
L= 39.14' 15.25'
35' R=25.00' r1)
A= 89 °42' 42" 19.00,
X 12.33' v
11.33'
L0
O
O
Z
EL 20.83'
SET MAG TT
NAVD88
35'
20. 9'�
a
PROPOSED 500 SQ. FT.
DRAINFIELD
AND 1600+
UNQBSTRUCTED AREA
x0`ti 56.9'
a 5.00'
LOT 26
PROPOSED RESIDENCE
FFE: 23.48'
ti°` 17.00' o
3.50'
PATIO 5.1,
�
13.00'
6.42'
PATCH AStN-3X-2-5-
\ `
RIM 19.52'
N INV 17.28 CMP15 0-)
_E INV 17.45 CMP15 TO MES o;
S INV 17.24 CMP15
W INV 17.30 CMP15
INV CMP 15
MES 4X4
/INV
X`L
17.45
p,`0
FOUND IR - N89°37'25"W
129.95'
01
X T
N 0.69' 4FT CHAIN LINK FENCE
W 5.12'
(OFFSET) LOT 1
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
LOT 2 A
BLOCK 20 FOUND IP .75
N 0.04' �
.E 0.08'
1�
EP 00'
EP 0T91. SET
MAG TT
78
Ln
TOB "� 1-1 19.,
CL SWALE
TOB p?
FOUND NAIL -O
IN CUTOUT O
W 0.14' O
C� co
G�
104.27' rNO.
D IR 5/8'FOUND IP .75
7' N 0.22'
N4' E 0.10,
/25.V
PROP.
WATER
LINE
ro J
o
oi O
O
25.1'
0-)
SET
IRC
OWNER: MICHAEL PETRIEKIS
OCCUPIED
FFE: 22.15'
SEPTIC IN REAR
WELL BEYOND 75'
B L O C K
O
Ln
N
LOT 25
(V
OWNER: JAMES J
MACALUSO
VACANT
0
O
V)
20 FOOT
DRAINAGE
AND UTILITY
EASEMENT
,.0�
l
20 2 -
LOT 2
OWNER:
RICHARD REINEKE
OCCUPIED
FFE: 22.17'
1 9
LEGEND
(P) PLAT DATA
(F) FIELD DATA
(C)
CALCULATED FROM FIELD MEASUREMENTS
FND.
FOUND
P.A.C.
POINT OF COMPOUND CURVE
P.R.C.
POINT OF REVERSE CURVE
P.L.S.
PROFESSIONAL LAND SURVEYOR
L.B.
LICENSED BUSINESS
IRC
IRON ROD & CAP
0
DELTA (CENTRAL ANGLE)
R
RADIUS
L
ARC LENGTH
CB
CHORD BEARING
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
TYP
TYPICAL
EL.
ELEVATION
LEGAL DESCRIPTION
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
CONC
CONCRETE
TOB
TOP OF BANK
(RAD)
RADIAL LINE
No.
NUMBER
PC
POINT OF CURVE
PT
POINT OF TANGENCY
CENTERLINE
❑W
WATER METER
MES
MITERED END SEGMENT
CMP
CORRUGATED METAL PIPE
IP
IRON PIPE
EP
EDGE OF PAVEMENT
IR
IRON ROD
MAG TT
MAG TIN TAB
INV
INVERT
TBD
TO BE DETERMINED
FFE
FINISHED FLOOR ELEVATION
BM
BENCHMARK
LOT 26, BLOCK 19, LAKEWOOD PARK UNIT NO. 3, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10,
PAGE 56-A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEYORS NOTES AND REPORT:
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS MAY 13. 2021.
3. PARCEL CONTAINS 0.36 ACRES, MORE OR LESS.
4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
THIS SURVEY.
6. BEARINGS SHOWN HERON ARE BASED UPON THE NORTH LINE OF LOT 26.
7. ELEVATIONS SHOWN HEREON ARE BASED ON CPS RTK INFORMATION AND IS RELATIVE TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
8. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
REALTIME PROCESSING AND WAS BASED ON TRIMBLES "VRS NOW" NETWORK AND/OR THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING CPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL
SURVEYS.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS
SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
10. THIS PROPERTY LIES IN AN AREA OF MINIMAL FLOOD HAZARD BEING DENOTED AS FLOOD -ZONE ' X," ACCORDING TO
FEMA FLOOD INSURANCE RATE MAP 12111CO070J EFFECTIVE ON 02/16/2012.
11. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
Michael T. Owen Digitally signed by Michael T. Owen
Date: 2021.12.29 09:46:40-05'00'
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE:
FLORIDA REGISTRATION #5556
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DRAWN BY: SPT+DMM
CHECKED BY: VITO
PROJECT: 21-247
DATE: 05/19/2021
SCALE: AS SHOWN
12/6/21 FFE & DRAINAGE
12/29/21 REVISE FFE
SHEET
1 OF 2
I
00' 10
TBM
EL 20.83' 1
SET MAG TT
LOT 1
BLOCK 20
I \ \
FND IP .75
W 0.01'
�1 S 0.02'
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p NAVD88 BANYAN ST
BM 2 21•03' �,� 0 70.00' RIGHT-OF-WAY)
EL 20.48'� 9
SET MAG TT � 0.46'
NAVD88 Imo' ,- To N°' �C�
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CL SWALE
20.
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S89037'25"E
PROP
ti0 175
(BEARING BASIS)
DRIVE
L=39.14'
�'
15.25'
35'
R=25.00'
A=89°42'42"
19.o0'
�
X
12.33'
_
[F�
11.33'
O
O
L0
O
O
O
Z
EL 20.83'
SET MAG TT
NAVD88
35'
20 99
PROPOSED 500 SQ. FT.
DRAINFIELD
AND 1600+
UNQBSTRUCTED AREA
`ti' 56 9'
5.00'AM
a LOT 26
PROPOSED RESIDENCE
FFE: 23.48'
rtK17.00'3.50'TIO 6 5.1,13.00'- 3.08'
LOT 2
BLOCK
I
I
20 FOUND
A
IP .75
N 0.04'
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E 0.08'
W I
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IN CUTOUT
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T B
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104.27' IR 5/8'
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N 0.07'
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N 0.22'
E 0.10,
N
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S INV 17.24 CMP15
W INV 17.30 CMP15
INV CMP 15
MES 4X4
/INV
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x L
SET
17.45
0,`.°
IRC
FOUND IR N89°37'25"W
129.95'
5/8" m
XTo
N 0.69
4FT CHAIN LINK FENC
W 5.12'
B
(OFFSET)
LOT 1
OWNER: MICHAEL PETRIEKIS
OCCUPIED
FFE: 22.15'
SEPTIC IN REAR
WELL BEYOND 75'
B L O C K
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
N
LOT 25
(V
OWNER: JAMES J
MACALUSO
VACANT
0
O
20 FOOT
DRAINAGE
AND UTILITY
EASEMENT
ON
F_
20 2 -
LOT 2
OWNER:
RICHARD REINEKE
OCCUPIED
FFE: 22.17'
1 9
CROSS SECT/ON A'
PROPERTY LINE 20.9' (EXISTING)
22.00' (EXISTING) 23.2' (PROPOSED)
22.00' (PROPOSED) FINISHED
FLOOR
ELEV.= 23.48'
56.9'
PROPOSED SLAB
SEPTIC DRAINFIELD
19.8' (EXISTING)
21.14' (PROPOSED)
CROSS SECTION'B'
PROPERTY LINE 20.9' (EXISTING)
19.6' (EXISTING)
EXISTING SWALE 23.2' (PROPOSED)
19.6' (PROPOSED) _\ i
FINISHED
FLOOR
ELEV.= 23.48'
PROPOSED SLAB
CROSS SECT/ON
'C'
20.6' (EXISTING)
23.2' (PROPOSED)
FINISHED
NATURAL GRADE
FLOOR
PROPERTY
ELEV.= 23.48'
LINE
5' 20.00'
PROPOSED SLAB
CENTERLINE SWALE
20.1' (EXISTING)
22.0' (PROPOSED)
CROSS SECT/ON 'D'
PROPERTY LINE 20.2' (EXISTING)
20.0' (EXISTING) 23.2' (PROPOSED)
20.0' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.48'
SLAB
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DRAWN BY: SPT+DMM
CHECKED BY: MTO
PROJECT: 21-247
DATE: 05/19/2021
SCALE: AS SHOWN
12/6/21 FFE 1, DRAINAGE
12/29/21 REVISE FFE
SHEET
20F2