HomeMy WebLinkAboutSurveysW
E
S
SCALE : 1 "=30'
w
Z
Of
I LOT 21
N89°59'05"E(C)
CERTIFIED TO:
I
N90'00'00"E(P)
x FENCE TIE
300.17'(C)
MARK J. LEWIS AND DIANE L. LEWIS
o
(0.1' SOUTH)
300.00'(P)
FND IP (NO ID)
(0.2' SOUTH, o
o
J
0.3' EAST) o
o
M
CONC
r5
o
SLAB
DESCRIPTION
o 2.5' S3.,
��'
LOTS 22 AND 23, BLOCK 5, INDIAN RIVER ESTATES -UNIT 1,
Li
COVERED 2 s3
CONC
LOT 22
wZ4: BLOCK 5
ACCOR, ING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10, PAGE 43, OF THE PUBLIC RECORDS OF ST. LUCIE
CONCWALK ' EXISTING
o
COUNTY, FLORIDA.
0
15.7' RESIDENCE
SAID LAND CONTAINS 0.91 ACRES, MORE OR LESS.
LLJ I o
o
-17' cONC DRIVE
-
LLJ _
24.3'
CONC
(Y
�
59.9 o
a 33.8'
w
3 U
CONC
a
z
-
a "
SLABS
LOT 23
�.o0
jl) o
00
BLOCK 5
p p N
o
N m
o
rn
0
� o
z
Z
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND
r
30.00=
FND IR (NO ID) FENCE TIE W
°-G S89°58 5B"W(C)
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
( NORTH, OX (0.8' SOUTH) x
o.Y WEST) f
� N90 00'00"W(P)
LAND SURVEYOR.
300.19'(C)
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT.
300.00'(P)
3. THE LAST DATE OF FIELD WORK WAS JANUARY 16,
I
Z
2018 (SKETCH).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
a
LOT 24
NOT LOCATED AS PART OF THIS SURVEY.
o o
I\
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST
v)y
R/W LINE OF PINETREE DRIVE, BEARING N00°03'16"W, AS
MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF
FND MD
THE SIGNING PARTY OR PARTIES.
6790
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP
12111CO277 J, DATED 2-16-12.
BY:
RICHARD C. LAVENTURE, FLORIDA P.L.S. #5209
DATE
BOUNDARY SURVEY
PREPARED FOR
MARK J. & DIANE L. LEWISII
R E
V I S I O N S-
BY
DATE
ADD PROPOSED
E,ADJUST
(HOUSE) DIM.
JMWH
3/27/17
FORMBOARDTIE-IN
SURVEY
6/28/17
FO OARD TIE-IN
......--_...
SURVEY
(SHED)
MWH
6/28/17
FINAL SURVEY
SURVEY
___... ._. ......
MWH
1/17/18
TASK
BY
DATE
FIELD
MWH
2/24/17
CALCS.
RCL
2/23/17
DRAWN
,MWH
2/27/17
CHECKED
RCL
2/28/17.
FILE REF.
FIELD BK./PG.
12.2064
1 16-242/63
170.1
LB 7056
(1. 4'
1. 4'
CONC SLAB
(UNDER
CONSTRUCTION)
TIE
RTH,
FENCE TIE
(0.2' NORTH
0.9' WEST)
FND IF (NO IC
(0.1' NORTH,
0.3' EAST)
St. ucie Co. `°:.
Date ��f�it. -_
Approve
-0
LOT 50
FND IRC 4942
(0.4' NORTH,
0.4' EAST)
LOT 51
w
w =�
LEGEND
CV
0 N o
O O o
A
= CURVE CENTRAL ANGLE.
CD
O �
R
= CURVE. RADIUS
UO
p r
L
= CURVE LENGTH
U7
N
(C)
= CALCULATED
(P)
= PLAT
LOT 52
(D)
= DEED
.ORB
= OFFICIAL RECORD BOOK
ROB
=. POINT OF BEGINNING
------ -----
- POC-=
POINT-OF-COMMENCEbiENT----
IR
# 5 IRON ROD
EL
= ELEVATION
IRC
= # 5 IRON ROD &. CAP
FPL
= FLORIDA POWER AND LIGHT
FENCE TIE
PEE
= FINISH FLOOR ELEVATION
1' SOUTH,
(1.1'
LEAST)
CM
= CONCRETE MONUMENT
P.L.S.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
LOT 53
IP
= 1/2" IRON PIPE
MD
= MAG NAIL AND DISK
R/W
= RIGHT-OF-WAY
QS
= EXISTING SEPTIC TANK
®
= EXISTING WELL
.J. E.
= UTILITY EASEMENT
A.E.
= ACCESS EASEMENT
O
= SET IRC LB 7056
ij
= CURB INLET
Q
= ALUMINUM FLAG POLE
>
= LAMP POST
®
= WATER METER
OO
= AT&T PEDESTAL.
0
= CABLE TELEVISION BOX
= WOOD POWER POLE
= CONCRETE POWER POLE
C-
= GUY WIRE
CONC
= CONCRETE
-0--
= 5' WIRE FENCE
-x-
= 6' WOOD FENCE
-o-
= 5' HOG WIRE FENCE
-A-
= 4' ALUMINUM FENCE
CHU
= OVERHEAD UTILITY
PG =
PAGE
ALUM =
ALUMINUM
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
2-27-17
HORIZ.
VERT,
SCALE: 1"=30'
SCALE: N/A
JOB No.
17.2862
SHEET
1 OF 1
RECEIVED JUN 2 31017
I
SCALE
CERTIFIED TO:
CASCO CONSTRUCTION
PERMIT # 1704-0447
DESCRIPTION
LOTS 22 AND 23, BLOCK 5, INDIAN RIVER ESTATES -UNIT 1,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10, PAGE 43, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
SAID LAND CONTAINS 0.91 ACRES, MORE OR LESS.
a
o r
z
Qaw
F. f
=z�
'j
m J O
C,UZ p
� C)
W It
arm
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND
�-
30.00'
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT.
3. THE LAST DATE OF FIELD WORK WAS JUNE 28, 2017
(F.B. 17-246/35).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
C) a
ID
0
NOT LOCATED AS PART OF THIS SURVEY.
BEARINGS SHOWN HEREON ARE BASED ON THE EAST
o
r n
5.
R/W LINE OF PINETREE DRIVE, BEARING N00`03'16"W, AS
MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PROHIBITED WITHOUT WRITTEN CONSENT OF
FND MD
PARTIES IS
THE SIGNING PARTY OR PARTIES.
6790
7. PROPERTY LIES IN FLOOD ZONE X', PER MAP
12111CO277 J, DATED 2-16-12.
B. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
BY:
RICH
RE, FLORIDA P.L.S. #52u'J
' I[ -BOUNDARY FOR SURVEY
PREPARED
F f117
DATE
CASCO CONSTRUCTION
NOTE: CITY WATER IS
AVAILABLE TO THIS PROPERTY
f
w
z
J
3
FND IP (NO ID)
(0.2' SOUTH,
0.3' EAST)
LOT 21
N 89`59'05"E(C)
N90'00'00"E(P)
:NCE TIE 300.17'(C)
1' SOUTH) 300.00'(P)
53.2' 1 11.9,
''.'c r 1V. i EXISTING
FORMBOARDS o
TOP OF FORMS
15.7' EL=103.44'
0 it
N 24.3' o
-60.0' 33.7'
FND IR (NO ID) FENCE TIE
(T (0.8' SOUTH)
0.1' WEST)
5 W le CO. L
V"
-
REVI SIGN S- BY DATE
ADD PROPOSED FFE'S; ADJUST SHED DIM. ���
FORM8CARD TIE-IN SURVEY (HOUSE) MWH 6/28/17
JOE M 3
LOT 22
BLOCK 5
LOT 23
BLOCK 5
S89'58'58"W(C)
N90°00'00"W(P)
300.19'(C)
300.00'(P)
LOT 24
TASK
LOT 22
BLOCK 5
LOT 23
BLOCK 5
S89'58'58"W(C)
N90°00'00"W(P)
300.19'(C)
300.00'(P)
LOT 24
TASK
BY
DATE
FIELD
MWH
2/24/17
CALCS
RCL
2/23/17,
DRAWN
MWH
2/27/1.7.
CHECKED
RCL
- 2/28 17
FILE REF. FIELD BK./P(
112064 1 16-242/63
170.V
FENCE
(1.4' NI
1.4' WI
FENCE TIE
(0.2' NORTH,
0.9' WEST)-
FND IP (NO ID)
(0.1NORTH,
0.3' EAST)
LOT 50
FND IRC 4942
(0.4' NORTH,
0.4' EAST)
LOT 51
U
a
w
w � a
N O (V O
O O o
O o N M
O o
O VGO
LOT 52
FENCE TIE
(0.1' SOUTH,
1.1' EAST)
LOT 53
LEGEND
A = CURVE CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
(C) = CALCULATED.
(P) = PLAT
(D) = DEED
ORB = OFFICIAL RECORD BOOK
POB = POINT OF BEGINNING
POO = POINT OF COMMENCEMENT
IR = # 5 IRON ROD
EL = ELEVATION
IRC = # 5.IRON ROD & CAP
FPL = FLORIDA POWER AND LIGHT
FFE = FINISH FLOOR ELEVATION
CM = CONCRETE MONUMENT
P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
IP = 1/2" IRON PIPE
MD = MAG NAIL AND DISK
R/W = RIGHT-OF-WAY
0 = EXISTING SEPTIC TANK
® = EXISTING WELL
U.E: = UTILITY EASEMENT
A.E. = ACCESS EASEMENT
O = SET IRC LB 7056
WN = CURB INLET
Q = ALUMINUM FLAG POLE
>yc = LAMP POST
® = WATER METER
QQ = AT&T PEDESTAL
0 = CABLE TELEVISION BOX
WOOD POWER POLE
�p = CONCRETE POWER POLE
(- = GUY WIRE
CONC = CONCRETE
-0- = 5' WIRE FENCE
-x- = 6' WOOD FENCE
-0- = 5' HOG WIRE FENCE
-A- = 4' ALUMINUM FENCE
CHU = OVERHEAD UTILITY
PG = PAGE
ALUM = ALUMINUM
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
W
E
S
SCALE : 1 "=30'
CERTIFIED TO:
CASCO CONSTRUCTION
DESCRIPTION
LOTS 22 AND 23, BLOCK 5, INDIAN RIVER ESTATES -UNIT 1,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10, PAGE 43, OF THE PUBLIC RECORDS OF <ST. LUCIE
COUNTY, FLORIDA.
SAID LAND CONTAINS 0.91 ACRES, MORE OR LESS.'
SURVEY NOTES
0
o
0
a�D
5 F (onW ��
m J O
�g0
C)
ci
0
Of J
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
LAND SURVEYOR.
2. D,RSCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT,
3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 24,I
2017.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST
R/W LINE OF PINETREE DRIVE, BEARING N00`03'16"W, AS
MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF F
THE SIGNING PARTY OR PARTIES.
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP
12111CO277 J; DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
BY: RD C. -v
RICHALAVEN RE, FLORIDA P.L.S. #5209
BOUNDARY SURVEY
PREPARED FOR
LLJ
0
Li a
LLJ D
z
Al
00
a a
NOTE: CITY WATER IS
AVAILABLE TO THIS PROPERTY
/ LOT 21 \
/ FFE=101.60 \
J \
N8 )
000'00" (P)\1
x FENCE TIE 300.17'(C)
i (0.1' SOUTH) 300.00'(P
END IP (NO ID) I , I .
(0.2' SOUTH, I o o
0.3' EAST) \ o o
:::: %:::94_-_-_-S /
4.2' 2.5' S3.0' 12.0 1 / 170.1'
12.0'=- _--=J'8. o'p 0 j /
PROPOSE tO 2.5 , LOT 22
PROPOSED w=i
Q 1 4.2' RESIDENCE w� of BLOCK 5 /
1 SEPTIC PROPOSED I o PROPOSED o0 � /
SYSTEM WALK 1 o FFE=105.25' o 0 -' l
I �
o 1
15.7' COVERED 12_0' 1 1
PROPOSED 17' o ENTRY
CONC DRIVE zo
24.3' o oa !-
-60.0 4 T3.7'
v ^ I -
� i(L
3: U �p1�
O O
O a N N o 0
z
30. 0' _ \_ FND IR (NO ID)
o (0.5' NORTH,
/ �o� 0.1-, .WEST)
I1 0,
FENCE TIES bw\ yG
(0.8' SOUTH)/x \
I
i
\ � I
\ Lil
\\ > /
\ ul /
\ u /
Lu
3 Z-7117
DATE
CASCO CONSTRUCTION
0
LOT 23
BLOCK 5
S89°58'58"W(C)
N90`00'00"W(P)
300.19'(C)
300.00'(P)
LOT 24
FFE=102.31
R E V I S 1 0 N S- BY DATE TASK BY DATE
ADD PROPOSED FFE'S; ADJUST SHED DIM. JOE M 3/27/17 FIELD MWH 2/24/17
CALCS. RCL 2/23/17
.................. _ ... ...... .... _ .........._
DRAWN MWH 2/27/1.7,
........... _.... __.. . ...... .._
CHECKED RCL 2/28/17
.. ....... ...... ...... .... ....... .....
FILE REF. FIELD BK./PG
12 2064 1 16-242/63
Ml
FENCE TIE
(1.4' NORTH,
1.4'. WEST)-
40.02'
PROPOSED
SHED y
PROPOSED
SIIlIILLIIJTi'
FEE = 102.0'
illlti 5L C;G;viL
SIDES�--
REAR
ZNG..
�zo_o
FENCE TIE
(0.2' NORTH,
0.9' WEST)-
FND IP (NO ID)
(0.1' NORTH,
0.3' EAST)
FILE COPY
LOT 50
FFE=101.98.
IRC 4942
.4' NORTH,
.4' EAST)
LOT 51
FFE=102.06
CD ^
Lj U ^
N o N o
O 0 0
CO o CV C'�
O O �
O O
U) N
LOT 52
FFE=102.06
-FENCE TIE
(0.1' SOUTH,
_1.1' EAST)
LOT- 53--
FFE=102.56
LEGEND
= CURVE CENTRAL ANGLE
R = CURVE RADIUS
L =CURVE LENGTH
(C) = CALCULATED
(p) = PLAT
(D) = DEED
ORB = OFFICIAL RECORD BOOK
POE = POINT OF BEGINNING
POO = POINT OF COMMENCEMENT
IR = #'.5 IRON ROD
EL = ELEVATION
IRC = # 5 IRON ROD & CAP
FPL = FLORIDA POWER AND LIGHT
FEE = FINISH FLOOR ELEVATION
CM = CONCRETE MONUMENT
P.L.S..= PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
IF = 1/2-IRON-PIPE
MD = MAG NAIL AND DISK
R/W = RIGHT-OF-WAY
QS = EXISTING SEPTIC TANK
EXISTING WELL
U.E. = UTILITY EASEMENT
A.E. ACCESS EASEMENT
Q = SET IRC LB 7056
JW CURB INLET
0 = ALUMINUM FLAG POLE
> = LAMP POST
® = WATER METER
OO = AT&T PEDESTAL
0 = CABLE TELEVISION BOX
cQ�= WOOD POWER POLE
`-❑_, = CONCRETE POWER POLE
C- = GUY WIRE
CONC = CONCRETE
-0-- 5' WIRE FENCE
-x- = 6' WOOD FENCE'
-o- 5' HOG WIRE FENCE
-A-. = 4' ALUMINUM FENCE
CHU =OVERHEAD UTILITY
PG = PAGE
ALUM = ALUMINUM
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
2-27-17
HORIZ.
VERT.
SCALE:
SCALE:
1"=30'
N/A
JOB No. 17.2862
SHEET
1
OF 1
File Copy
69,
W
E
S
,SCALE : 1 "=30'
CERTIFIED TO:
CASCO CONSTRUCTION.
DESCRIPTION
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 54-sF/7y7'/918 Well #
Date: 2
Reviewer
LOTS 22 AND 23, BLOCK 5, INDIAN RIVER ESTATES -UNIT 1, W
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10, PAGE 43, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA. g
SAID LAND CONTAINS 0.91 ACRES, MORE OR LESS. ? W o
Y
a a 'Ld
W
v
�D
= Z on
fy
U��
co \�
W
m 0
�L
z o
U
woo
W
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT.
3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 2
2017.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST
R/W LINE OF PINETREE DRIVE, BEARING NOO-03'16"W, AS
MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF
THE SIGNING PARTY OR PARTIES.
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP
12111CO277 J, DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
NOTE: CITY WATER IS
AVAILABLE TO THIS PROPERTY
LOT 21 \
FFE=101.60 \
Z OO \
J \
K \
N8 ) 0 00'00° (P)11 FENCE TIE
I x .FENCE TIE 300.17'(C) I (1.41.4 WES' WEST;
T,
(0.1' SOUTH)
300.00'(P) I
FIND IP (NO ID)
(0.2'.SOUTH, 1 o o ' o
0.3''EAST)
1 0
- _4.2' 2 5' 53.0' /_412.0' I
12 0' -- - J 8.0' o ' r�T Qs�D - -. - cO 2.5' PROPOSED ow= j LOT 22 / I��
�"'�YY
12' XO9' 43' RESIDENCE w� of BLOCK, 5 / �}( �'Nr./�
12' X i9' PROPOSED ° - o PROPOSED >p �j E�, f
SYSTM WALK i o FFE=1BD
a �
15J'
P'.OPOSED 17' o - f COVEREDENTf i_2_0' I 20
ONC DRIVE o zo
-
an n 24.3 q _ oa
v
O O
O o N N
Z
IRII(NO ID)
5' ORTIA,
FENCE TIES
(0.8' SOUTH)/x \ `
( Iw
J C
coo I � RP i
0 0
0 �
M M
a � I
1 I
FND MD --
6790 \ /
� y
LOT 23
BLOCK 5
S89`58'58"W(C)
N90'00'00"W(P)
300.19,(C)
300,00' (P )
LOT 24
FFE=102.31
OO
rFCA
3�I3
D C. LA TUBE, FLORIDA P.L.S. #5209 DAIE
BOUNDARY. SURVEY - R E V S.. _.N S - BY DATE .TASK BY DATE.
FIELD MWH 2/24/17
PREPARED FOR _ ... ---- -- --.... _..... _ . _.. _
.. ............._...
GALCS. RCL 2/23/17
--DRAWN- MWH 2/27/17
CO CONSTRUCTION -
CHECKED RCL 2/28/17
_ -.
FILE REF. FIELD 42 /PG
,..t.-_ _ 12.2064... 16 242/63
FENCE TIE
(0.2'. NORTH
0.9' WEST)
FND IP (NO I
(0.1' NORTH,
0.3' EAST)
LOT 50
FFE=101.98
FND IRC 4942
(0.4' NORTH,
0.4'. EAST)
LOT 51
FFE=102.06
D)_�JFENCE
D)
U
�r
W W ��
LEGEND
O'
N O N p
O O
CURVE CENTRAL ANGLE
O P rN
R
= CURVE RADIUS
O 00
L
= CURVE LENGTH
(n
(C)
= CALCULATED
(P)
= PLAT
LOT 52
(D)
= DEED
FFE=102.06.
ORB
= OFFICIAL RECORD BOOK
POB
= POINT OF BEGINNING
POC
= POINT-OF--e-6MMENCEMENT
IR
= #. 5 IRON ROD
O O
EL
= ELEVATION
IRC
= # 5 IRON ROD & CAP
FPL
= FLORIDA POWER AND LIGHT
TIE
FEE
=FINISH FLOOR ELEVATION
(0.1' SOUTH,
1.1' EAST)
Cx
CM
= CONCRETE MONUMENT
P.L.S.=
PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
LOT 53
FFE=102.56
IP
= 1/2" IRON PIPE
MD
= MAG NAIL AND DISK
R/W
= RIGHT-OF-WAY
QS
EXISTING SEPTIC TANK
®
= EXISTING WELL
U.E.
_ UTILITY EASEMENT -
A.E.
= ACCESS EASEMENT
O
= SET IRC LB 7056
JW
CURB INLET
Q
= ALUMINUM FLAG POLE
= LAMP POST
®
= WATER METER
0
= AT&T PEDESTAL
0
= CABLE TELEVISION BOX
`D,
= WOOD POWER POLE
`-an
= CONCRETE POWER POLE
(-
= GUY WIRE
CONC.=
CONCRETE
-0-
= 5' WIRE FENCE
-x-
= 6' WOOD FENCE
-o-
= 5' HOG WIRE FENCE
-A-
= 4' ALUMINUM FENCE
CHU
= OVERHEAD UTILITY
PG =
PAGE
ALUM
= ALUMINUM.
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
2-27-17
HORIZ.
VERT.
SCALE: 1"=30'
SCALE: N/A
JOB No. 17.28832
SHEET
1 OF 1