HomeMy WebLinkAboutBoundary Survey (2)N
BENCHMARK
PNT. •20007
SET MAC/D
EL:19.69' `L�
L=31.32' R=20. 0'
A 89-43'00"( )
PROPOSED
500 SQ. FT.
DRAINFIELD
818 SQ. FT.
UNOBSTRUCTED
AREA
18" CMP
INV.15.39
. El-
I
0
i
lb
max— H I B��`S
(70.00'
19.6,9, �I(
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1
35.00' o
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0
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19
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9�.00,6p)(c
Q,N89 4 oP 1 "W 71.1
Lo 16'
�N CONC
34.47 DRIVE 41.33'
14.67' 13.33'
L__
PROPOSED
- RESIDENCE
FFE:23.60'
67' 1 41.33'
71 C) SET 5/8" IRC
0 (LB8098)
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PA V
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LO 115.00'
0 20.50' IV
>R CONC. c M
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OD /
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ow
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(NO ID)
0.89 S
(OCCUPIED)
o A
FFE:20.77'
1
SEPTIC
BEYOND 75'
SITE PLAN NOTES: -
PUBLIC WATER AND SANITARY SERVICES ARE NOT AVAILABLE
LOT 21
(VACANT)
-,EBEARING BASIS) I �.s i ch --�30 ft
p�N89'43'51 "W(C) 479.40'(P)(C)I
_A_ 7 _
x� o 122.66'( )) FND 356.75'(C) FND. MAG%D
� PK/D (LB7903)
0 's 0.19' N
ui x'��'6 0.26' W
O
SYMBOL & ABBREVIATION LEGEND:
FILE C®P
ASPH
ASPHALT
v
HYDRANT
BENCHMARK (BM)
INV
INVERT
(C)
CALCULATED
IP
IRON PIPE
CENTERLINE
IR
IRON ROD
CLF
CHAIN LINK FENCE
IRC
IRON ROD AND CAP
CONC
CONCRETE
MAG/D
MAG NAIL MAG BRAND
NAIL
(D)
DEED
n
MAILBOX
D.B.
DEED BOOK
EB 0 .
ELECTRIC BOX
N.R.
NON RADIAL
EL./ELEV.
ELEVATION
NORTH AMERICAN
NAVD88
VERTICAL DATUM OF
(M)
FIELD MEASURED
19BB
F.F.E.
FINISHED FLOOR
O.B R.
OFFICIAL RECORDS
ELEVATION
.
BOOK
FND
FOUND
OHW
OVER HEAD WIRES
SQ FT.
SQUARE FEET
PG
PAGE
GAS
GAS VALVE
PK/D
PARKER-KALON NAIL &
DISK
(;
GUY WIRE ANCHOR
P.B.
PLAT BOOK
LEGAL DESCRIPTION'
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
P.U. &
D.E.PU13UC UTILITY AND
DRAINAGE EASEMENT
(P)
PLAT DATA
R
RADIUS
R/W
RIGHT-OF-WAY
®
PROPERTY CORNER
0
RIGHT-OF-WAY
CONTROL
TOPOGRAPHIC DATA
X 0.0
(SOFT SURFACE)
TOPOGRAPHIC DATA
X 0.00
(HARD,SURFACE)
WATER SERVICE METER
(WM)
WV
WATER VALVE (WV)
®
MONITORING WELL
WF
WOOD FENCE
COL)
WOOD POWER POLE
LOT 22, BLOCK 47 OF LAKEWOOD PARK UNIT NO. 5, ACCORDING- TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
11, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 0.28 ACRES, MORE OR LESS.
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.
4 7 2. THE LAST DATE OF FIELD WORK WAS JUNE 10, 2021.
3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
SET �„ �- WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
(LB8098) OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
1 2" IR 4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
WFND THIS SURVEY.
_(NO ID 5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED
0.18' E HERON AS (BEARING -BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
2.14' S 6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS ,NPW" NETWORK AND/OR THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND\ NETWORK DESIGN MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED P,OSITIONIN,G, AS SET FORTH BY THE FEDERAL GEODETIC
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FO 3 D ORDER CLASS ONE FOR HORIZONTAL CONTROL
SURVEYS. .�sQNd�Il�li�
8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS_ASdD,,I1; OLS SH09YNgi'-- � BEEN EXAGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN-P 1�° G� 1�t<�'45 E uD OR LOT LINES. THE DIMENSIONS
SHOWN SHALL CONTROL THE LOCATION, OF T14E IA��� tly�l�EATS eOWR °''rid°ff��O��D POSITIONS.
9. THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCOR-F�J F FLO'OD61 SRATE MAP 12111CO070J
EFFECTIVE ON FEBRUARY 16, 2012. c -
g5556 �, -
10. REVISIONS SHOWN H EON DO NO PRESENT. D SURVEY TE" EJNLS OTHERWISE NOTED.
"
2ZI0112
MICHA L . OWEN PROFESSIONAL SURVEYOI iVrj"`�.'1�0V" SIGNATURE DATE
FLORIDA REGISTRATION #5556 1���ib'H6�9iWI o
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DRAWN BY: FS
CHECKED
BY: MTO
CREW. IP
DATE:6/10/2021
PROJECT: 21-309
SHEET
1 OF 1
S' e
BENCHMARK
PNT. 20007
SET MAG/D
EL:19.69' cL
L=-31.32' R=20. 0'
Z*89-43900"( )
BENCHMARK
PNT. 20007
SET MAG/D
EL:19.69' cL
L=-31.32' R=20. 0'
Z*89-43900"( )
�
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O ~
I Q
0
U
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Q
0
PROPOSED
W
500 SQ. FT.
a
DRAINFIELD
818 SQ. FT.
a
W
UNOBSTRUCTED
N
AREA
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U1
O
W
O
18" CMP
INV.15.39
SITE PLAN NOTES:
H I B VSCUS Q°R0A
49
(PUBLIC RIGHT OF -WAY)
1 ,,,19.68,.. 210' WIDE ASPHA.I T)
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35.00' 0
9.
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ET 5/8 *IRC
34.47' DRIVE 41.33'
(LB q9
14.67' 13.33'
a -
PROPOSED
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r
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19
(LB8098) G-
FND 1 /2" IR. LOT 21 b d
(NO ID)
(OCCUPIED) o
0.89' S
FFE:20.77'
SEPTIC BEYOND 75'
PUBLIC WATER AND SANITARY SERVICES ARE NOT AVAILABLE
LOT 21
(VACANT)
4 7
SET -5 W' iRIC
(LB8098)
iWFND 1 2" IR
-CNO ID
0.18' E
2.14' S
GRAPHIC. SCALE
30 0 15 30
1 inch = 30 ft
CROSS SECT/ON A'
PROPERTY LINE
(EXISTING) 20.0'
(PROPOSED) 20.0'
-i
SWALE: 17.6' -
(EXISTING)
19.7' (EXISTING)
23.1' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.60'
)SED SLAB
�, J !F�4
CROSS SECT/ON 'B'
PROPERTY LINE
(EXISTING) 19.9'
(PROPOSED) 19.9'
SWALE: 17.2'
(EXISTING)
19.7' (EXISTING)
23.1' (PROPOSED) FINISHED
FLOOR
ELEV. 23.60'
10'
,n r PROPOSED SLAB
0
SEPTIC AREA
21.0' (EXISTING)
22.60' (PROPOSED)
CROSS SECTION 'C'
19.7' (EXISTING)
23.1• (PROPOSED)
PROPERTY LINE
19.7' (EXISTING)
19.7' (PROPOSED)
CENTERLINE SWALE
18.6' (EXISTING)
CROSS SECT/ON 'D'
19.7' (EXISTING)
23.1' (PROPOSED)
PROPERTY
NATURAL GRADE -
20.0' (EXISTING) o
20.0' (PROPOSED)
CENTERLINE SWALE
19.1' (EXISTING)
19.1' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.60'
SLAB
FINISHED
FLOOR
ELEV.= 23.60'
SLAB
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DRAWN BY: FS
CHECKED BY: MTO
GREW:IP .
DATE: 6/10/2021
PROJECT: 21-309
SHEET
1 'OF 1
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