HomeMy WebLinkAboutSURVEYSCERTIFIED TO:
WARREN F. MILLARD III AND ANGELA M. MILLARD
FIRST AMERICAN TITLE INSURANCE COMPANY
SEACOAST NATIONAL BANK, ISAOA
DESCRIPTION
LOT 14, LONE PINE SUBDIVISION, ACCORDING TO LLTHE PLAT�� a2
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
NOTE: CITY WATER AVAILABLE
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 APRIL 1, 2019.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST
LINE OF LOT 14, BEARING S00'16'36"E, 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
12111 CO277 J, DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
9. PROPERTY IS CURRENTLY VACANT.
e
_L>CHARD C. LAVE RE, FLORIDA P.L.S. #5209
BOUNDARY SURVEY
PREPARED FOR
17 ( /
DATE
WARREN & ANGELA MILLARD
CALCULATED
POSITION -
39.22' �-
PROJECT BENCHMARK D-CURB
SET NAIL/TIN TAB (NO ID)
EL=100.00 (ASSUMED) 1
LOT 13
(VACANT)
km
L1N� /I
OMMON
ASPHALT `/2' VALLEY
10' U.E.
(PER PLAT)
LONE PINE DRIVE
1, (R/W VARIES) S,
�9 \>.
10' FPL EASEMENT
(PER PLAT) m o
Ft=75.00' PROPOSED WALK n
rp--15.13'28 S85-0952"W
1L=19.93 46.08
FND IRC 6852
(0.1' NORTH,
0.1' WEST)
' CONIC R/W LINE
/ \ WALK
COMMON
I i �\ N88°57'37„WAREA�
FND IRC 6852 \ (NON -RADIAL)
�(0.1' NORTH, �Vn 6.96'
o.I WEST) ,_
� I
R=60.00'
A=28'11'04
L=29.51' I
JD IRC 6852
0.1' NORTH,
0.1' WEST)
PROPOSED
WATER
-\ODD --O
PROPOSED
DRIVE
SERVICE
PROPOSED
-
SEPTIC
51
3
SYSTEM
7'
(612 SO FT)
15.515-
- - - 44'3 - - - - 0
21.7
18.5'
UNOBSTRUCTED
AREA AVAILABLE
I
COVERED PORCH
6
LOT 15
(2200+ SO FT)
35.8 �:.
5.0'
FFE=104.18
=
LOT 14
PROPOSED
N
THERE ARE NO WELL
U
RESIDENCE
\
OR SEPTIC CONFLICTS
!0,
PROPOSED
THIS ADJOINING PROPERTY
?•
to
a
FFE=103.67
Iw
o
M
6.5'
I
0)
Ip
U
\0�
'
r
r co
1
(0 �1
1
37.5'
/
z
\
O
I
COVEREC PORCH
(/)
15.5'
---
34.5' o
\
f�
N
\
PROPOSED
28.5' X 11.5'
I�
POOL
PROPOSED DECK �I
19.0'
ri
6.0'
PROPOSED
\kv
IRRIGATION
n
I
ELL
7 7
id
!2
FND IR (NO 10)
S89'41'43"E
FND IRC 6852
(0.1' SOUTH,
100.01'
(0.2' SOUTH,
0.1 WEST)
0.1 WEST)
COMMON AREA, INGRESS,
EGRESS,
j
UTILITY AND DRAINAGE EASEMENT
-REVISIONS-
BY
DATE
ADD PROPOSED RESIDENCE AND TOPO
MWH
4/9/19
. ............. ........,....................
MOVE PROPOSED RESIDENCE SOUTH; REDUCE DRIVE WIDTH TO 14'
..
JOE M
5/2/19
.. ..:,.
ADD PROPOSED IRRIGATION WELL .. ... ....
........
...
MWH
....
. I.
'i/9/19
........... .... .. .. _..,.
ADD PROPOSED FFE ......................
................................
MWH
...
6/4/19
..... ..
REVISE FLOOD MAP, DRIVEWAY & FRONT SETBACK
..................................
JOE M ...
..
8 /7/19
TASK
BY
DATE
.... FIELD.........
JH .....4/1
/1.9.
CALCS.
RCL
4/1/19.
DRAWN
MWH
4 5 19
CHECKED
RCL
4 5/19
FILE REF.
...................
FIELD BK./PG.
19.3259
............... ...
19-254/52-53
IN
S
SCALE : 1 `20'
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
Poc = PO NToFF 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
PKD = PK NAIL AND DISK
R/W = RIGHT-OF-WAY
QS = PROPOSED SEPTIC TANK
® = PROPOSED IRRIGATION WELL P
U.E. = UTILITY EASEMENT
A.E. = ACCESS EASEMENT
O = FND IRC 6852
Wj = CURB INLET
0 = ALUMINUM FLAG POLE
# - LAMP POST
® = WATER METER
OO = AT&T PEDESTAL
O = CABLE TELEVISION BOX
'03.= WOOD POWER POLE
`II = CONCRETE POWER POLE
(- = GUY WIRE
CONC = CONCRETE
-0- = 4' CHAIN LINK FENCE
-x- = 4' BARBED WIRE FENCE
-o- = 6' VINYL FENCE
-W- = PROPOSED WATER SERVICE
OHU = OVERHEAD UTILITY
PG = PAGE
ALUM = ALUMINUM
t� SO FT= SOIIARE FEET
PER PLAT = LONE PINE SUBDIVISION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPJpI,C�NNEU
2552 PETERS ROAD, SUITE D �I,HBY
FORT PIERCE, FLORIDA 34945 St. LucieCountl
L8 7056 ()72) 398-6430 PHONE (772) 398-6426 FAX
DATE:
4-5-19
HORIZ.
VERT.
SCALE: 1"=20'
SCALE: N/A
JOB No.
19.3259
SHEET
1 OF 1
ftl�rvFo
07 lot
CPe
?ra�gt
RECEiVFD
SEP 16 2019
ST. Lucie County, Per
CERTIFIED TO:
WARREN F. MILLARD III AND ANGELA M. MILLARD
FIRST AMERICAN TITLE INSURANCE COMPANY
SEACOAST NATIONAL BANK, ISAOA
PERMIT # 1907-0216
DESCRIPTION
LOT 14, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
NOTE: CITY WATER AVAILABLE
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 SEPTEMBER 11,
2019 (F.B. 19-256/20).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST
LINE OF LOT 14, BEARING S00'16'36"E, 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.
RICHARD C. LAVENT , FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
WARREN & ANGELA MILLARD
7PROJECT SET NAIL/TINBENCHMAR(NO IC
EL=100.00 (ASSUMED)
a
N
r`
CALCULATED
POSITION
39.22'
LONE PINE DRIVE
D-CURB- Z (R/W VARIES)
ASPHALT - L VALLEY
\ "0
09\ �
GUTTER
\ CONC R/W LINE
�
10' U.E. / \ WALK
PER PLAT)_-
- I COMMON
i 10' FPL EASEMENT N88°57'37"WAREA
(PER PLAT) - A p'- FND IRC 6852 \ (NON -RADIAL)
P"ROPOSED WALK
NORTH, 6.96
,'N O R=7500t0.1'WEST) W=5°13'28SB5°09'52 -
= COMMON rL=1g.93' 46.08' R=60.00'
o� FND IRC 6852
FND IRC 6852
(0.1' NORTH,
0.1' WEST)
J
5.6' ---- 44.3' - --
i� ZF A
LCT 14
EX'STING
LOT 13
I
FORAIBOARDS
7nI
TOP OF FORMS
EL=103.73
w
00
I
1.3'
1 9.0'
10
17.9,
®.
®
I
In
15.5;yL---
34.5
-, c
a
�I
�I
I
FND IR (NO ID), S89°41'4.:
(0.1 0.1:
WEST) 100.01'
21
19.0,
A=28'11'04' (0.1' NORTH,
L=29.51' 0.1' WEST)
FND IRC 6852
(0.2' SOUTH,
0.1' WEST)
COMMON AREA, INGRESS, EGRESS,
UTILITY AND DRAINAGE EASEMENT
-REVISIONS -
BY
DATE
ADD PROPOSED RESIDENCE AND TOPO
MWH
4/9/19
MOVE PROPOSED RESIDENCE SOUTH; REDUCE DRIVE WIDTH TO 14'
.... ........... ..,,...
JOE M
...................
5/2/19
.................. _......... ......... ....,....... ..1...1
ADD PROPOSED IRRIGATION WELL .. . ...
MWH
5/9/19
......
ADD PROPOSED FFE
MWH
6/4/19 .
E FLOOD MAP, DRIVEWAY & FRONT SETBACK
REVISE
JOE M
...
8/7/19
..
FORM . .......
BOARD TIE-IN SURVEY
MWH
9/12/19
TASK
BY
DATE
FIELD
JH
4/1/19
CALCS.
RCL
4/1/19
DRAWN
MWH
4/5/19
CHECKED
RCL
4/5/19
FILE REF,
FIELD BK. PG.
19.3259
..
19-254/ 52-53
7
W E
S
SCALE : 1 `20'
LEGEND
,'-\ = CURVE CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
(C) = CALCULATED
(P) = PLAT
(D) = DEED
LOT 15 ORB = OFFICIAL RECORD BOOK
POB = POINT OF BEGINNING
POC = 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
PKD = PK NAIL AND DISK
R/W = RIGHT-OF-WAY
QS = PROPOSED SEPTIC TANK
® = PROPOSED IRRIGATION WELL
U.E. = UTILITY EASEMENT
A.E. = ACCESS EASEMENT
Q = FND IRC 6852
Wj = CURB INLET
= ALUMINUM FLAG POLE
>^� = LAMP POST
® = WATER METER
OO = AT&T PEDESTAL
0 = CABLE TELEVISION BOX
Rb = WOOD POWER POLE
`-❑_, = CONCRETE POWER POLE
(- = GUY WIRE
CONC = CONCRETE
-a- = 4' CHAIN LINK FENCE
-x- = 4' BARBED WIRE FENCE
-o- = 6' VINYL FENCE
-W- - PROPOSED WATER SERVICE
CHU = OVERHEAD UTILITY
PG = PAGE
ALUM = ALUMINUM
SQ FT= SQUARE FEET
PER PLAT= LONE PINE SUBDIVISION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING ��n�y
2552 PETERS ROAD, SUITE D SCANNED
FORT PIERCE, FLORIDA 34945 �+ BY
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAxSt.LucieCour
DATE:
4-5-19
HORIZ.
VERT.
SCALE: 1"=20'
SCALE: N/A
JOB No. 19.3259
SHEET
1 OF 1
CERTIFIED TO:
WARREN F. MILLARD III AND ANGELA M. MILLARD
FIRST AMERICAN TITLE INSURANCE COMPANY
SEACOAST NATIONAL BANK, ISAOA
DESCRIPTION
LOT 14, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
NOTE: CITY WATER AVAILABLE
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 APRIL 1, 2019.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST
LINE OF LOT 14, BEARING S00'16'36"E, 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
12111CO280 J, DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
9. PROPERTY IS CURRENTLY VACANT.
m
1
RICHARD C. LAVEI' nRE, FLORIDA P.L.S. #5209
BOUNDARY SURVEY
PREPARED FOR
�/ 9/ 9
DATE
WARREN & ANGELA MILLARD
CALCULATED
POSITION
39.22'
LOT 13
(VACANT)
kR
�RIW L1N�
COMMON
AREA
PROPOSED„
SEPTIC
SYSTEM
(612 SO FT)
UNOBSTRUCTED
AREA AVAILABLE
(2200+ SO FT)
FND IR
(0.1'
0.1'
L.L1
P
00 Ln
00
p�
V)
9
,00'
I -
PROJECT BENCHMARK
SET NAIL/TIN TAB (NO ID
EL=100.00 (ASSUMED)
161MAI31
ASPHALT J L VALLEY
GUTTER
10' U.E.
(PER PLAT)
LONE PINE DRIVE
2� (R/W VARIES)s,
�' \>.
) mac'
10' FPL EASEMENT
(PER PLAT) J
m No
R=75.00' PROPOSED WALK
� D
S85°09'52"W
�m
r�15*13'28
IL=19.93' 46.08'
FND IRC 6852
(0.1' NORTH,
0.1' WEST)
Y CONC R/W LINE
\ WALK
COMMON
N88'57'37"1A/AREA�
``''FNp IRC 6852 \
NON -RADIAL
�1 (0.1' NORTH, 6.96'
11 II 0.1' WEST) 9 7
R=60.00'
a=28'11'04' FND IRC 6852
(0.1' WEST)
L=29.51 1
W E
S
SCALE ; 1 "=20'
LEGEND
PROPOSED
14' DRIVE
PROPOSED
0
=CURVE CENTRAL ANGLE
WATER
C40p -OS
-
SERVICE
R
L
=CURVE RADIUS
= CURVE LENGTH
1' 51,
(C)
= CALCULATED
7'
(P)
= PLAT
15.5' - - - - 44.3' - - - - 0
21.7' 18.5
(D)
= DEED
COVERED PORCH (6
LOT 15
ORB
= OFFICIAL RECORD BOOK
o 35.8
FFE=104.18
POB
= POINT OF BEGINNING
5.5' -- -
LOT 14
- --- _ 17.5'
_.
-,.
THERE ARE NO WELL
POC-=
POINT OF-eOMMENCEMENT-
Ix PROPOSED
N
OR SEPTIC CONFLICTS
IR
= # 5 IRON ROD
Iw RESIDENCE
THIS ADJOINING PROPERTY
EL
= ELEVATION
PROPOSE
la MINIMUMD
IRC
= # 5 IRON ROD & CAP
1n1w o FFE=TBD
6.5' 18 5'
FPL
= FLORIDA POWER AND LIGHT
a1 M
p1
FFE
= FINISH FLOOR ELEVATION
10
i
CM
= CONCRETE MONUMENT
1`
i
V)
P.L.S.
= PROFESSIONAL LAND SURVEYOR
37.5' /
O
LB
= LICENSED BUSINESS
I /
Z
\
P.B.
= PLAT BOOK
COVERED PORCH x
1O
\
IP
= 1/2" IRON PIPE
34 5' x
15.5 - - - - - -,
v
\
PKD
= PK NAIL AND DISK
a
R/W
=RIGHT-OF-WAY
fN o N
\
®
= PROPOSED SEPTIC TANK
PROPOSED
28.5' X 11.5' p of
®
= PROPOSED IRRIGATION WELL
POOL l 0
U,E.
= UTILITY EASEMENT
PROPOSED DECK II 19.0'
O ��J`'
1
A.E.
=ACCESS EASEMENT
6.0'
PROPOSED
9_
0
= FND IRC 6852
LO
IRRIGATION=
CURB INLET
Ui i
O
1
Q
= ALUMINUM FLAG POLE
1
>
- LAMP POST
®
= WATER METER
S89"41'43"E
FND IRC 6852
/
O
= AT&T PEDESTAL
100.01'
(0.2' SOUTH,
0.1 WEST)
/
O
=CABLE TELEVISION BOX
W
\
c'(L
= WOOD POWER POLE
COMMON AREA, INGRESS, EGRESS,
UTILITY' AND DRAINAGE EASEMENT
//
`II,
(-
= CONCRETE POWER POLE
= GUY WIRE
Fy OH in St. Lucie County
CONC
= CONCRETE
\
/ PmArommntat Health
-0-
= 4' CHAIN LINK FENCE
- R E V I S 1 0 N S-
BY
DATE
ADD PROPOSED RESIDENCE AND TOPO .......................,.............
MWH
/9/19
.....
..... ... ............. ..I .,,, ., . .,... _
MOVE PROPOSED RESIDENCE SOUTH; REDUCE DRIVE WIDTH TO 14'
JOE M
5/2/19
ADD ,PROPOSED IRRIGATION WELL,
MWH
5/9/19
\ S' Plan Approved for Construction -x- = 4' BARBED WIRE FENCE
_o- = 6' VINYL FENCE
Supersedes All Previous Site. Plans for -W- = PROPOSED WATER SERVICE
, 0STDS #SG-.S:_ /7g7975 & Well * t-. 1 Z CHU = OVERHEAD UTILITY
\ _ _ Date: 2 PG = PAGE SCANNED
Reviewer:*' ALUM = ALUMINUM BY
SO FT= SQUARE FEET Stlucieicour
PER PLAT= LONE PINE SUBDIVISION
TASK
BY
DATE
FIELD ...
JH
.............
4 1 19
/.......
_ CALCS.
RCL
4/1/19
DRAWN
MWH
4 5 19
CHECKED
RCL
4 5/19
FILE REF.
FIELD BK./PG.
...................
19.3259
.................
19-254/..52-53
LAVENTURE & ASSOCIATES, INC.
W�- PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945 I I %
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX Q-EC� " _10111
DATE:
4-5-19
HORIZ.
VERT.
SCALE: 1"=20'
SCALE: N/A
JOB No. 19.3259
SHEET
1 OF 1
CERTIFIED TO:
WARREN F. MILLARD III AND ANGELA M. MILLARD
FIRST AMERICAN TITLE INSURANCE COMPANY
SEACOAST NATIONAL BANK, ISAOA
DESCRIPTION
LOT 14, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
NOTE: CITY WATER AVAILABLE
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 APRIL 1, 2019.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST
LINE OF LOT 14, BEARING S00°16'36"E, 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
12111 CO280 J, DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
9, PROPERTY IS CURRENTLY VACANT.
BY: -
C. LAVPdfTURE, FLORIDA P.L.S. #5209
BOUNDARY SURVEY
PREPARED FOR
WARREN & ANGELA MILLARD
CALCULATED
POSITION
39.22'
LOT 13
(VACANT)
C
DATE
RIVj V1NE
PROPOSED
SEPTIC
SYSTEM
(612 SQ FT)
UNOBSTRUCTED
AREA AVAILABLE
(2200+ SQ FT)
1 - -
SETROJECT NAIL/TINE TABMARK (NO IC
EL=100.00 (ASSUMED)
pw 110
mild 4ASPHALT' L
o N GU
FND IR (NO_ ID)�
(O.1: SOUT ,
0.1' WEST
1d
LONE PINE DRIVE
D-CURB 2� (R/W VARIES),
u
10' U.E.
(PER PLAT) - -
10' FPL EASEMENT
(PER PLAT) rn No
R=75.00' PROPOSED WALK
p=15*13' 28' SB5°09' 5211W
rL=19,93' 46,08'
N
5.
5.
FND IRC 6852
(0.1' NORTH,
0.1' WEST)
- -
�OS
- 51,
7,
----44.3' ----
o
COVERED PORCH
6
LOT 14
PROPOSED
RESIDENCE
PROPOSED
FFE=103.67
00'5
Y CONC R/W LINE
\ WALK
t \
1 � COMMON
N88°577 37"WAREA
I11FND IRC 6852 \ (NON -RADIAL)
�i (0.1' NORTH, 6.96'
11 11 0.1' WEST) N, �_
I
�
37.5'
I
/
COVERED PORCH
34.5'
---------I
oa
IL
rnwN
w
PROPOSED
28.5' X it.
I�
POOL
V p
U
lw� I �N
R=60.00'
6852
A--28'11 04' NO IRC (NORTH,
L=20.1' WEST)
9.51 I
PROPOSED
14' DRIVE PROPOSED
\ WATER
SERVICE
18.5'
LOT 15
17.5' FFE=104.18
THERE ARE NU -WELL
SEPTIC CONFLICTS
THIS
ADJOINING PROPERTY
1
.5'
18.5'
-'W (o
o
O \
z \\
6.0' rlmur'UN
IRRIGATR
n I WELL-
� � 1
S89°41'43"E FND IRC 6852
100.01' (0.2' SOUTH,
0.1 WEST)
COMMON AREA, \INGRESS, EGRESS,
UTILITY AND DRAINAGE EASEMENT
- R E
V I S I O N S-
BY
DATE
ADD PROPOSED
RESIDENCE
AND TOPO ......................,,.,:...,.,..,,,...,,.,.
MWH
4/9/19
..........................
MOVE PROPOSED
_.........................�:._
RESIDENCE
SOUTH; REDUCE DRIVE WIDTH TO 14'
................ ,....
JOE M
.....
5I./2/19
.......................................
ADD PROPOSED
IRRIGATION
_.,.,.......��............
WELL
MWH
5/9/19
ADD „PROPOSED ,
FFE, .,,...,.,....
.,..,„
MWH
6/4/19
TASK
BY
DATE
FIELD
...........I ....
JH
.........
4/1/19
... I.I... ...
CALCS.
......
RCL
.........
4/1/19
....... ...
DRAWN
MWH
4/5/19
CHECKED
RCL
4/5/19
FILE REF.
FIELD BK./PG.
19.3259
19-254/52-53
W
E
s
SCALE : 1 "=20'
LEGEND
6 = CURVE CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
(C) = CALCULATED
(P) = PLAT
(D) = DEED
ORB = OFFICIAL RECORD BOOK
POB = POINT OF BEGINNING
_ PQC = POINTOFCOMMENG_EMENT
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.S. = PLAT BOOK
IP = 1/2" IRON PIPE
PKD = PK NAIL AND DISK
R/W = RIGHT-OF-WAY
= PROPOSED SEPTIC TANK
® = PROPOSED IRRIGATION WELL
U.E. = UTILITY EASEMENT
A.E. = ACCESS EASEMENT
O = FND IRC 6852
JW = CURB INLET
0 = ALUMINUM FLAG POLE
> = LAMP POST
® = WATER METER
O = AT&T PEDESTAL
0 = CABLE TELEVISION BOX
`(L = WOOD POWER POLE
`❑ = CONCRETE POWER POLE
C- = GUY WIRE
CONC = CONCRETE
-o.-- = 4' CHAIN LINK FENCE
-X- = 4' BARBED WIRE FENCE
-o- = 6' VINYL FENCE
-W- = PROPOSED WATER SERVICE
U HEAD UTILITY
PG = PAGESCANNEC
ALUM = ALUMINUM BY '
SQ FT= SQUARE FEET a�
PER PLAT= LONE PINE SUBDIVISION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D ) qa7 6 a, ('0
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
4-5-19
HORIZ.
VERT.
SCALE: 1°=20" "
SCALE: N/A
JOB No. 19.3259
SHEET
1 OF 1