HomeMy WebLinkAboutBoundary SurveyI
FND 4"X4" CM
(NO ID)
OF
I I ,
I
GRAPHIC SCALE
a LOTS 70 & 71
FFE-101.62
(WELL. NOT FOUND)
( IN FEET )
1 inch = 20 ft.
I: ti
SOUTH)
FENCE TIE
~Oy& I FENCE TIE (0.7' SOUTH) N89`32 01 E N FENCE TIE
(2.3' NORTH) 0 FOX99.59 '', OHO " - OHU OHU-� 302.78' 9 .
��. p
j A�
i
212.0'
FENCE TIE
(1.4NORTH,
'
- 1.4WEST) 9g`.L 9g0
FND IR (NO ID)
x (0.1' NORTH,
0.3' EAST)
�losst 5�--•"�..
O,yR S4i,Er�
RJR a•,5
2P1G•
/
- 30.2'
45.0'
/
I LOT 72
I \
PROPOSED
x
24.9'
N
a
BLOCK B
I \
o BUILDING � o
LOTS 46, 47 & 48
}
10-
12.1' _
O o
1 MINIMUM
FFE=99.85'
FFE=102.29
Ld (WELL AND SEPTIC GREATER THAN LEGEND
LE G E D
Q
w .-.
"
O
Qo, \
:
Ln O 150' FROM SUBJECT PROPERTY) I V
N o
2.s'
12.1'
45.0'
O r� =CENTRAL ANGLE
30.0'
\�
- -
LO
PROJECT BENCHMARK � O ,j 2.8' I -
SET NAIL/TINTAB (NO ID) > j•7 J- p O R = CURVE RADIUS
EL=100.00 (ASSUMED) o 000 COVERED 'a x O L =CURVE LENGTH
Cn I n O r CONC1 o EXISTING ao C�ONC DI \ (C) =CALCULATED
F O RESIDENCE (P)
\LLJ Z 8.0 FFE=102.12 I =PLAT (R) =RADIAL
Z 12.1 FND FOUND
16' CONC \ 00 POC = POINT OF COMMENCEMENT
DRIVE N 12.1' LOT 73 00
BLOCK B I POB POINT OF BEGINNING
x PRM = PERMANENT REFERENCE MONUMENT
CM = CONCRETE MONUMENT
ko _ 44.8 _ 32.9' ° I FFE =FINISH FLOOR ELEVATION
N CONC SLAB EL = ELEVATION
75' WELL y FND IR (NO ID) FPL = FLORIDA POWER AND LIGHT RADIUS (0.5 NORTH) -. _ -. CHU =..OVERHEAD UTILITIES ,
x x -.. NO = NAIL A S.
_ -
x - - x S89 32'02"W 986. FENCE TIE FENCE TIE 9e3' 9 S` P.L.S. = PROFESSIONAL LAND SURVEYOR
HLB =LICENSED BUSINESS
(0.1' SOUTH,
�"- 3t�2.83' (1.5' NORTH) / 1.6' WEST) P B PLAT BOOK
FENCE TIE
FND IP (NO I ) j
(3.1' SOUTH) \ / PG PAGE
0 \ R/W =. RIGHT-OF-WAY
9 / D.E. = DRAINAGE EASEMENT
CERTIFIED T O . I ? \ HDCP = HANDICAP PIPE
(\ / LOTS 41 F�E=t oo t s 44 & 45
ALUM =ALUMINUM
WA YNE SMITH WELL AND SEPTIC GREATER THAN
CBS = CONCRETE BLOCK STRUCTURE
150' FROM SUBJECT PROPERTY)
SF =SQUARE FEET
I
Jilii CUB
= R INLET
LOTS 74, 75� 76 & 77
FFE=1 0.68 = CONTROL STRUCTURE
(WELL NOT 0 O FOUND) = SET IRC LB 7056
c = METAL LIGHT POLE
\ / O = WOOD PILING
\ c-(� = WOOD POWER POLE
DESCRIPTION
j / C: = GUY WIRE
� -� -- '� ' CONC =CONCRETE
- WPP = WOOD POWER .POLE
LOTS 72 AND 73, BLOCK B, TROPICAL ACRES, ACCORDING TO THE PLAT D.U.E. = DRAINAGE AND UTILITY EASEMENT
THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 20 OF THE PUBLIC b = FIRE HYDRANT
RECORDS OF ST. LUCIE COUNTY, FLORIDA wATER VALVE
D4 = SANITARY VALVE
SAID LAND CONTAINS 0.70 ACRES, MORE OR LESS. pa GAS VALVE
TOB =TOP OF BANK
ORB = OFFICIAL RECORD BOOK
PG = PAGE
RCP = REINFORCED CONCRETE PIPE
- AC. = ACRES
i
'= DRAINAGE STRU
CTURE
Q= EXISTING SEPTIC TANK
SURVEY NOTES =EXISTING WELL
i 1R = #5 IRON ROD
IRc = #5 IRON Roo AND CAP
1. THIS SURVEY IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED I
l
Q-Q = 3/4" BACKELOW PREVENTER/WATER METER
SEA
I NAL LAND
SURVEY
OR.
-STORM- = EXISTING STORM PIPE
L 0 FAFL FLORI
DA PRO
FESSIONAL
SS0
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. w- _ EXISTING WATER MAIN
MAIN
3. THE LAST DATE OF FIELD WORK WAS DECEMBER 9, _2019. - EXISTING FARCE
-GA = EXISTING cns E
a4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART MANHOLE
-� =DRAINAGE MANHOLE
L
p = WATER METER
OF THIS SURVEY.
-x- = 4' CHICKEN WIRE. FENCE
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF DUSK WAY,
= 5' WOOD FENCE
BEARING NOO°03'27"W, AS MONUMENTED.-ALL BEARINGS ARE RELATIVE THERETO. o-
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS = 4' CHAIN LINK FENCE
+ - = MITERED END STRUCTURE
:f ^. / MES =. MITERED END STRUCTURE
OTHERWISE SHOWN.
7. PROPERTY LIES 1N FLOOD ZONE X, PER MAP 12111CO155 J, DATED 2-16-12.
RECEIVED
8: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, O�\ A,
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. JAN 16 2020 ��� = GQ`
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE so
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE sT.Lucie County, Permitting
SIGNING PARTY OR PARTIES:
10, OWNERSHIP OF FENCES IS UNKNOWN. - R E V I S I 0 N S - BY DATE BY DATE
DATE: 12-3o-ts
BOUNDARY SURVEY LAVENTURE &ASSOCIATES INC.
MWH 1/10/20 FIELD ... ...... 9
REVISE PROPOSED BUILDING TO 45 X 30' ,. ,,,.: .... _... ... � SCALE: 1"=29' -
? REVISE FFE ro ss as _MWH 1/15/20 CALCS RCL 12/6/19 PROFESSIONAL SURVEYING AND MAPPING
_ ,�j� ..... .... _ -:, 14
DRAWN MWH 12/10/19
i PREPARED FOR 2552 PETERS ROAD, SUITE D B No. 19.3371
JO
,." CHECKED RCL 12 12/19
_..
/ FORT PIERCE,
RICHARD C. LAVENT E DATE FILE REF. FIELD BKIPG -FLORIDAA YNE SMITH
��E, FLO 34945
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 19.3371 19-257/22 LB 7056 (772) 398 6430 PHONE (772) 398 6426 FAX SHEET 1 OF 1
I
i