HomeMy WebLinkAboutBoundary Survey With Site Plana
7
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FND MAC NAIL
AND TIN TAB
N:1171016.37'
p� E:847392.76' pro
FND 5/8'' IR O, / EL:20.10' O'
(NO ID) G'' Y % if
BEARING BASIS) _ '-.�Vjr
N89'40'34"W(M) 210.00'(P)(C) 20 ( �Q Pi �I f�0
N89'53'W(P) „ „ 08, /, , .� • tf
12 x18 CMP 20p,
"x4" MES x � O
INV.19.41' r9 0 `99. `LO x o�
o -- x N89'53'W 80.0 '(P)
_ _ �'o- N89'40'34" A8 .00
�IH FND 5/8".IR 2 p.
P4 (NO ID) s, o 7 -00
0.48' N ,n 75.00' PROI
0.18' W
a�-- U 31.76' OD'RIV
o LOT 29 L _ 1 \ 16.67' o
o (OCCUPIED) SEPTIC p Go °'
FFE: 23.4T o ry CONC
b�
O� FND NAIL
FND NAIL I AND TIN TAB
I (NO ID) N89'53'W(P) (NO ID)
'92�0.09' N N89_44"W(M) 22 O'35.00'(P)((
45.00'(P)(C) 180.00'(P)(C)
o'
O 12 x18 CMP
/ "x4" MES
Cy* x
SET 5/8" IRC
ry B8098)
0 0 19 75 00, GRAPHIC SCALE
,0.18' W 30 0 15 30
N
20.24' U PROP
WATER / (�T 1
— — —I 00LINE 1 inch = 30 ft.
6' WOOD FENCE 1-Itx0'I
PAD
LOT 28 io
CORNER ON LINE M
N\
-.(VACANT) 'o
208,
w
I
I
PROPOSED
Ei'
o N
RESIDENCE
f
d'
FFE:23.25'
AC PAD
856 SQ. FT. o
UNOBSTRUCTED z r
AREA 0-%
31L68
20.32'
PROPOSED
500 SQ. FT.
DRAINFIELD
7 5 o0,
6' WOOD FENCE
_ _ CORNER 0.25' WEST- o
O 1-0
Lo
0 10' P.U. & D-.E. np`1'x�p�
O j
10' P.U. & D.E: — 0" �V
v
—FND_5/8�_IRCx'�
LOT 1 & 2
(ILLEGIBLEi-21
N
(OCCUPIED)
0.2525' ' W
WELL AND SEPTIC
.
BEYOND 75'
SYMBOL & ABBREVIATION LEGEND:
BENCHMARK (BM) P.U.
PUBLIC UT11TY
IR
EL./ELEV.
ELEVATION
IRC
(C)
CALCULATED .(M)
FIELD MEASURED
MES
CENTERLINE F.F.E.
FINISHED FLOOR
N.R.
CLF
CHAIN LINK FENCE
ELEVATION
CONC
CONCRETE FND
FOUND
NAVD88
SQ FT.
CORRUGATED METAL
SQUARE FEET
CMP
PIPE (---
GUY WIRE ANCHOR
O.R.B.
(D)
DEED
INV
INVERT
D.B.
DEED BOOK IP
IRON PIPE
OHW
D.E.
DRAINAGE EASEMENT
PG
28.00'
X.
0 xl
ry0• . p
Ln
Lo
I
0
o0
`:O
10' IP.U. T& D.E.
-EAS-F-M 0"P�--
LOT 3
(OCCUPIED)
FFE: 23.55'
SEPTIC IN FRONT
BEYOND 75' FEET
IRON ROD PK/D
IRON ROD AND CAP
P.B.
MITERED END SECTION
(P)
NON RADIAL
R
NORTH AMERICAN
R/W
VERTICAL DATUM OF
1988
OFFICIAL RECORDS
BOOK
0
OVER HEAD WIRES
PAGE
• LOT 27
(OCCUPIED) / c
� n FFE:23.47' / <
4' CHAIN FENCE
m_ CORNER 2.33' WEST SITE PLAN NOTES
/ PUBLIC WATER AND SANITARY SERVICES ARE NOT AVAILABLE
d' o �.
-- •— •---- -reJ Poamc 5"d
E
d
_ Ceq.l.. Ave
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
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LEGAL DESCRIPTION
V
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I-
Z SEPTIC
LOT 28. BLOCK 91, LAKEWOOD PARK UNIT.NO. -B, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT.
BOOK 111. PAGE(S) 19, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Q
CONTAINING 0.25 ACRES, MORE OR LESS.
w
SURVEYORS NOTES .AND REPORT:
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3:
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
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W
Cl
W
a
o
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
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p
J
LJ.,
J
+ uj
4 CHAIN FENCE n
2. THE LAST DATE OF FIELD WORK WAS JUNE 11. 2021.
3. CURRENT DESCRIPTIONS SHOWN
~
u-
CORNER 1.14' WEST
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
UJ
>
F-
m
z
OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
0 0- �
a
0
,. —
O
4. UNDERGROUND UTILITIES, UTILITY SERVICES,' FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
THIS SURVEY.
<
_
10' P.U. & D.E. 0
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE. RELATIVE TO THE LINE LABELED
Z
W
�5
HERON AS (SEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
J LL.
FND 1 /2" IRC 00
6. ELEVATIONS SHOWN HEREON ARE BASED' UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).
_
J
'0.
( WID)- -To--P.U. & D.E. 0
7• THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY- PRO
"VRS -AND/OR
Ca o
—0 16.
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S NOW" NETWORK THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY
0-
0.21'. W LOT 4
AND SPECIFICATIONS FOR USING GPS-RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC
o
(OCCUPIED)
_STANDARDS
COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL
I�
FFE: 23.74'
SCONTROL
URVEYS.
B. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN, HAVE BEEN EXAGGERATED TO MORE
r
O
SEPTIC IN FRONT
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL "IM .rOVEMENTS AND/OR. LOT LINES. THE DIMENSIONS
LL
SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMEN�e��QQV�ER 7H& SCALED POSITIONS.
DRAWN BY: FS
BEYOND 75' FEET,
9. THIS PROPERTY LIES IN FLOOD -ZONE 'X," ACCORDING TO,:P vCOOD INSURA+AE RATE MAP 12111C0070J
CHECKED BY: MTO
EFFECTIVE DATE FE13RUARY 16, 2012. - a���
• st1umbEE
PARKER-KALON NAIL & X 0 0 TOPOGRAPHIC _ DATA 10, REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD ''VEI�,R�PD' UIGLESS OTHERWSE NOTED.
CREW: IP
DISK (SOFT SURFACE) `G]•
- %
DATE:6/11/2021
PLAT BOOK TOPOGRAPHIC DATA
X 0.00 tl '
PROJECT: 21-3 10
PLAT DATA (HARD SURFACE) =
9123/21
MOVED WELL
RADIUS h -
HH UNKNOWN HANDHOLD �f _.
10/1/21
12/10/21
- ADDED FFE
DRAINAGE PLAN
RIGHT-OF-WAY
WATER SERVICE METER =' 5 �4�+i7t+
2117/22
CO COMMENTS
PROPERTY. CORNER (WM)
WF WOOD FENCE '• j ��
RIGHT-OF-WAY ( lr,
SHEET
CONTROL'=�`
� WOOD POWER POLE MICHAEL T. OWE PROFESSIONAL SURVEYOR AND•/?jI;ApPER; V':; SIGNATURE DATE:
.
FLORIDA REGISTRATION #5556 '`
i
BEN �MARK
FND MAG NAIL
AND TIN TAB
N:1171016.37'
E:847392.76'
FND 5/8" IR p� EL:2C
(NO ID)
SEARING BASIS)
N89'40'34"W(M) 210.00'(P)(C) 2008
N89'53'W(P)
12 x18 CMP 20.0'
pit "x4' MES - x x
INV:19.41' T9 00 99,
. o - x Lo N89914
5 '
N FND 5/8" I �O
PQ P (NO ID) 0, O o
0.48' N 2o.4 ui
0.18' W a
31.76'
P., r
o LOT 29 SEPTIC ^
o (OCCUPIED) IL z .o
lv FFE:23.47' to ry, O CONC
6' WOOD FENCE r
° x�l PAD
CORNER ON LINE r , �\ I
I
�i
856 SQ. FT. 0 IO
UNOBSTRUCTED 31.68'
AREA �.
PROPOSED
500 SQ. FT.
DRAINFIELD
0
cV
U)
6' WOOD FENCE
_ ® CORNER 0.25' WES
10 10' P.U. & D.E. p`L
ti
0Lio.-
P.U..& D.E.-oHwM-5/$"IRC
LOT 1 & 2 0.18 (ILLEGIBLE)
(OCCUPIED) .25' N
WELL AND SEPTIC 0.25' W
BEYOND 75'
p� FND NAIL
FND NAIL I AND TIN TAB I
(NO ,ID) N89'53'W(P) (NO ID)
' 0.09' N� N89_40'34"W(M) 225.00'(P)(C)h - 0.09' E
45.00'(P)(C) 180.00'(P)(C) IVl-
O - 1p' 12"x18" CMP
`Lp o, 1x4" MES
x 0 ' ``C' � cb V:19.40'
�tA?a .00, C, x °
0'
SET 5/8" IRC
�
(LB8098)
PROP
0
20.
0 0.19 N
16'
N
0_"0.18' W
DRIVE
0'
20.24'(WATER
,) PROP
00, LINE
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rA n
• v LOT 27
ao.s M 8 (OCCUPIED)
c r� FFE:23.47
LOT 28 cr0 4' CHAIN FENCE
(VACANT) " 208, inCORNER 2.33' WEST
PROPOSED 0
RESIDENCE
FFE: 23.25' AC PAD z
20.32' 11 e�L
28.00' 20.7
x
O�
in
rn
O to
L a2.5 ?07
x
10' P.U. & D.E. ta.a
YON
x��
-EAST--m f }-
LOT 3
(OCCUPIED)
FFE: 23.55'
® SEPTIC IN FRONT
BEYOND 75' FEET
SEPTIC
4' CHAIN FENCE
CORNER 1.14' WEST
10' P.U.
& D.E. o
0
FND 1/2"
IRC
(Rb']Dy-
0 P.U. & D.E. ® c
O.fi3'-5
0.21' W
LOT 4
(OCCUPIED)
FFE: 23.74'
SEPTIC IN FRONT
BEYOND 75' FEET
GRAPHIC SCALE
30 0 15 30
.� IN FEET)
I inch = 30 it
CROSS SECTION At
20.9' (EXISTING)
23.17' (PROPOSED)
SWALE: 19.3'
(EXISTING) PROPERTY LINE J/
20.4' (EXISTING)
20.4' (PROPOSED)
CROSS SECTION 'S'
(EXISTING) 2ZO' 20.9' (EXISTING)
(PROPOSED) 22.0' __\ll 22,92' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.25'
oSED SLAB
FINISHED
FLOOR
ELEV = 23.25'
OSED SLAB
CENTERLINE SWALE
20.9' (EXISTING) DRAINFlELD AREA
21.5' (PROPOSED) 19.6' (EXISTING)
22.00' (PROPOSED)
CROSS SECTION 'C'
20.9' (EXISTING)
BERM EL• 23.0' \2-2.92- (PROPOSED)
FINISHED
LFLOOR
PROPERTY ELOO= 23.25'
LINE PROPOSED SLAB
2 I 1 v "v (a \- CENTERLINE SWALE
20.3' (EXISTING)
REVIEWED FOR
22.5' (PROPOSED)
CODE COMPLIANCE
ST. LUCIE C®UNT`CR®SS SECTION'®,
B®CC
20.9' (EXISTING)
22.92' (PROPOSED) FINISHED
PROPERTY LINE FLOOR
ELEV= 23.25'
20.8'(EXISTING)
L
l
L
per, S
d- Imp
a
5.32' PROPOSED SLAB
�
CENTERLINE SWALE
20.8' (EXISTING)
20.6' (PROPOSED)
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DRAWN BY: FS
CHECKED BY: MTO
CREW: IP
DATE: 6/11/2021
PROJECT: 21-310
SHEET
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