HomeMy WebLinkAboutBoundary & Topographic Survey 3-28-22BENCHMARK
PNT. 20007
SET MAG/D
EL:19.69'
L=31.32' R=20.1009
A89043'00"( )
I
0
o H I I_PS
° 70.00' 1� 468-'
�O
� � A
o.=JO�s
v C
.. G" 0
PROPOSED L) w
0.
& 667 SQ. FT. �'-'•�
DRAINFIELD
1000 SQ. FT.
UNOBSTRUCTED Q, o w
AREA o �I
O W
O
N
°. ,\p�.
SE BACK RE��
MAN•
FRpNT
�5
CAP'. 510
R `
N -
TECH'
1°• �N°.
1CMP
INV:15.39
0 — —
SITE PLAN NOTES:
as=
(LB4q 8
M
r-
0
1x ' x n
8" CMP 0
J V:1.7.05
35.comm-I~
h
C U S gT0A
BLIC RIGHOF—WAY)
V LT 5/a" IRC
IbUllifflyfia
43 1
o PROP
16'
IN CONC
34.47' DRIVE
�f 14.67'
T ul
134.67'
/
Ski /
0
/PROP
/ WATER
/ LINE
PROPOSED
RESIDENCE
FFE: 23.60'
18.75' T 8'x8' CONC.
PORCH
LOT 22
.C� (VACANT) x`i°
LO
C1
-ARING BASIS)
3'43'51�W(C�)47�9.4^0�'(P)(C)' •�,��
122.66 (C) FND 356J5'(C) FN� D
PK/D (LB7903)
0.19' N
0.26' W
(C) SET 5/8" IRC
o (LB8098)
N
B.00'
AC
PA V
v
r\
v
15.00'
r
o-%I LOT 21
U (VACANT)'
GRAPHIC SCALE
30 0 15 30
IN FEET)
1 inch = 30 ik
ST_ LUCIE COUNTY. FLORIDA
VICINITY MAP
NO SCALE
SYMBOL & ABBREVIATION LEGEND:
ASPH ASPHALT N
HYDRANT
P.U. &
D.E. PUBLIC UTILITY AND
1
DRAINAGE EASEMENT
BENCHMARK (BM) INV
INVERT
(P)
PLAT DATA
(C) CALCULATED IP
IRON PIPE
R
RADIUS
(L CENTERLINE IR
IRON ROD
R/W
RIGHT-OF-WAY
CLF CHAIN LINK FENCE IRC
IRON ROD AND CAP
®
PROPERTY CORNER
CONC CONCRETE MAG/D
MAG NAIL MAG BRAND
NAIL
RIGHT-OF-WAY
(D) DEED
CONTROL
D.B. DEED BOOK mm
MAILBOX
X 0.0
TOPOGRAPHIC DATA
EB 0 ELECTRIC BOX N.R.
NON RADIAL
(SOFT SURFACE)
EL/ELEV. ELEVATION
NORTH AMERICAN
OF
X 0.00
TOPOGRAPHIC DATA.
(HARD SURFACE)
(M) FIELD MEASURED NAVD88
VERTICAL DATUM
1988
❑W
WATER SERVICE METER
F.F.E. FINISHED FLOOR O.R.B.
OFFICIAL RECORDS
(WM)
ELEVATION
BOOK
FND FOUND OHW
OVER HEAD WIRES
WV
WATER VALVE (WV)
SQ FT. SQUARE FEET PG
PAGE
GAS DQ GAS VALVE PK/D
PARKER-KALON NAIL &
OO
MONITORING WELL
DISK
WF
WOOD FENCE
GUY WIRE ANCHOR P.B.
PLAT BOOK
LEGAL DESCRIPTION
�
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:
K! 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.
L ,� 0 C K Z 4• 7 2. THE LAST DATE OF FIELD WORK WAS JUNE 10, 2021.
- (J• -� ,�cr 3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
J'(P ("/ ( T 1= WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
1.00
LB8098) OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
U OUND UTILITIES UTILITY SERVICES 17OUNDA11ONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
�8�' 6 0—
X
x OHW
„
— HIND 1 2 IR
4. NDERGR
THIS SURVEY.
TO THE LINE LABELED
EL�E-Cy�+
'�
NO ID
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE
' X "7 " Uz�
0.18' E
HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
® (LB8098)
19
•6'-
>
S
6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).
FND 1 /2" IR
O- w
214
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
"VRS
LOT 21
0
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S NOW" NETWORK AND/OR THE FLORIDA PERMANENT
(NO ID)
0.89' S
(�
O
O
ISTANDA
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK
�t�I DESIGN MEETS THE GEODETIC ACCURACY
AND AS SET 0RTH 0 E BY THE FEDERAL GEODETIC
NT PUBLCATIONRELATED
ITHE FOR ORZON AL CONTROL
E: 20I77D,
SEPTIC BEYOND 75'
FQOH in St. Lucie County.
Environme t I H Ith
MOSTFOR
CONTROLDS
COMMITfEEEIIN URR ��iR?�3f2bN4dk10ER 19LASS
SURVEYS. ���• L T. ` {:•
'
8 IN SOME INSTANCES GRAPHIC REPRESENTATIONS ANDS •HOIYN H ' fI.EXAGGERATED TO MORE
PUBLIC WATER AND SANITARY SERVICES ARE NOT AVAILABLE
na ea y.
CLEARLY ILLUSTRATE_ THE RELATIONSHIP BETWEEN P J,hAls�'$��� 3a A k-LOT LINES. THE DIMENSIONS
Site -Plan Approved for Construction SHOWN SHALL CONTROL THE LOCATION, OF THE IMPjt0 � �e B;11-1��CP�L D Plos IONS.
Supercedes All Previous Site Plans for 9• THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCORo�IG T FE�dIA Fl �1NSu ANCE RAJE MAP 12111CO070J
EFFECTIVE ON FEBRUARY 2012. , I
OSTDS # •ro% �„ ��/� Q�O. REVISIONS SHOWN HER DO NO EPRE T A� FI Y UPDATE" HN SS (�T}IERWISE NOTED.
clll • o '
N \
Well # f
Date Reviewer: % a
ICHAEL T. OWEN PROFESSIONAL SURVMgPPR,` t?, ` SIGNATURE DATE
FLORIDA REGISTRATION #5556 j`.t
r
O
N
Z ti
00
toco
m
z w
d(n
�o
< J Lp
Q LL 0
oN
F= C•
¢~
1wNc
NLLQ
oILL
to a)
a I
Q°
Lu N
1¢
F-
...I
O
U1 C)
a rri
a
O
m_j
LL:
L0
N
O
r
T
VW
0
W 'J
> Ea.•
z
W
z
Bz
O
LU w>
I I zw
rn
F-
}.
Z
LLI
a
>
= o
z
Q
=
QOQO
(n
JLLOLL
>'
U
a-F- w
W
p
n-
a m
Z
�/
o
_ � W
Woo
LULL
0
00
m
0
J
n-
F-
0
O
U.
DRAWN BY: FS
CHECKED BY: MTO
CREW: IP
DATE: 6/10/2021
PROJECT. 21-309
SHEET
1 OF 2
BENCHMARK
PNT. 20007
SET MAG/D\
EL:19.69'
L=31.32' R=20.0
0 89'43'00"(
PROPOSED
667 SQ. FT.
DRAINFIELD
1000 SQ. FT.
UNOBSTRUCTED
AREA
18" CMP
INV:15.39
9-
I
O
p• p'
o� HIIB VSCUS c°"R0A
(70.00'UBLIC RIGHOF-WAY)
Np. I,,',19•68'._ O' WIDE ASPHALT)
O Q
U)
Q 10
�Nlb
o rox9�2. A
ET 5/ IRC p
LB8098
9 .00' P)(C)_p°
43' 1 "11V 71.1
' o
PROP
�N
16'
35.00'
o
o�
34.47'
CONC.
DRIVE 41.33'
=T 5/8
*IRC
(LB
T98
14.67' 13.33'
U
PROPOSED rKi
c�0
N RESIDENCE
O�
O^x
'q FFE: 23.60'
^w
22. '
34.67'
0
--,(BEARING BASIS)
pM89'43'51"W(C) 479.40'(P)(C)'
x� fit` 122.66'(C) FND 356.75'(C) FND MAG/D
p' PK/D (LB7903)
o 0.19' N
o x'�o'' 0.26' W
lb
�O
'(C) SET 5/8" IRC
o (LB8098)
Lo
cV
AC
PA V
v
v
1 1 15.00'
Co
18.75' T 8'x8' CONC.
r.
ih
LOT 22
':
U
o
;�
(VACANT)
`1°
w
0
0
Lo
C
N
O
�
0_ W
d
M
t
h +
�x
'`
0
o
B L� 0
C
O
O
K Z.
- ��X
V:17. 5 *1.00
Y6�416i5,gcj
(C)
(P
18 x
l �' 6� �- OHW -
ELEC
+ x SET V5 jRC- -79- -
FND 1 /2" I R D- ui
(NO ID) LOT 21 0 0
0.89' S (OCCUPIED) o -k3
FFE:20.77' C
SEPTIC BEYOND 75'
SITE PLAN NOTES:
PUBLIC WATER AND SANITARY SERVICES ARE NOT AVAILABLE
LOT 21
(VACANT)
4 .7
SET -5/8" iRC-
(LB8098)
WFND 1 2" IR
-CN0 ID -
0.18' E
2.14' S
GRAPHIC SCALE
30 0 15 30
(3NFEET)
1 inch = 30 it
CROSS SECTION A'
PROPERTY LINE
(EXISTING) 20.0'
(PROPOSED) 20.0'
-:I
SWALE: 17.6' -
- (EXISTING)
19.7' (EXISTING)
23.1' (PROPOSED)
CROSS SECTION 'B'
PROPERTY LINE
(EXISTING) 19.9'
(PROPOSED) 19.9'
SWALE: 17.27 r
(EXISTING)
19.7' (EXISTING)
23.1' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.60'
)SED SLAB
FINISHED
FLOOR.
ELEV.= 23.60'
)SED SLAB
SEPTIC AREA
21.0' (EXISTING)
22.60' (PROPOSED)
CROSS SECTION 'C'
19.7' (EXISTING)
23.1' (PROPOSED) -
PROPERTY LINE
19.7' (EXISTING) I
19.7' (PROPOSED)
�jI
II 54.98'
CENTERLINE SWALE
18.6' (EXISTING)
CROSS SECTION 'D'
19.7' (EXISTING)
23.1' (PROPOSED)
PROPERTY
NATURAL GRADE N
20.0' (EXISTING) o i
20.0' (PROPOSED)
CENTERLINE SWALE
19.1' (EXISTING)
19.1' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.60'
SLAB
FINISHED
FLOOR
ELEV.= 23.60'
SLAB
It -
CD
N
FF- Lr)
m
Z h rno
m 00 z W
Cf 0
Q LL In 00 2
It ci _
Y La N Q
< (� a) 0 LL
Lu N c�
0Nti'F
a I- Lu
J ui v
0 c: cd
a m -I
o LZ
Lo
N
O
w
0
W J
Ia-
�z
U)w
Oz
O
Im
w>
zw
w
z
L1J a
>
C) O� = o
Z
z Z) <Wow
QU���ILL
°
L 1_ LJJ Z
Q m O7 =)
to Q m o
U
Z < 1:
�_• WoU
m 0 '-!��
CL �--
F
0
DRAWN BY: FS
CHECKED BY: MTO
_CREW: IP
DATE: 6/10/2021
PROJECT: 21-309
SHEET
2OF2
Q
N
0
BENCHMARK
PNT. 20007
SET MAG/D 5°
EL:19.69'
L=31.32' R=20. 0'
A--89043'00"( )-
PROPOSED
667 SQ. FT.
DRAINFIELD
1000 SQ. FT.
UNOBSTRUCTED
AREA
18 CMP
INV.15.39
g- -
o°� H I B ��S C U S c°`R O A
�° - I (70. 0' UBLIC RIGH-OF-SPAY)
-C n.c�il�,'��9.68'. 210' WIOF ASPHAI T)
°N
c'
SITE PLAN NOTES:
U
�� N
IT
-no
o
M
o0
I'
U)
8" CMP 0
r
M 17.05:
35.00MM-b
64
VUkJUI: WAILK AND SANITARY SERVICES ARE NOT AVAILABLE
X
o ro
Lo
ET 5/ " IRC c
LB8038
9 .00' P)(
' o PROP
16'
N CONC
34.47' DRIVE
14.67
PROPOSED
N RESIDENCE
x t° FFE:23.60'
34.67' _ 22.!
CROSS SECTION A'
PROPERTY LINE
(EXISTING) 20.0'
(PROPOSED) 20.0'
x^SEARING BASIS)
°,oN89'43'51"W(C) 479.40'(P)(C)' I'
�� V y o
x `1� - _
rx 122.66 (C) FND FND .MAG/D SW(EXISTING)
PK/D 356.75'(C) (LB7903)
0 5 0.19' N
x'\P'' 0.26' W
Imo, 1.
�O
(c) SET 5/8" IRC
b (LB8098)
Cci
N
B- 00'
AC
PA V
v
CL
LO15.00'
18.75' � 8'x8' C
NC.
PORCH
01%
0o LOT 22
U
(VACANT)It
ti°
W
L
r
:
o
}
°°
C�w
o
M
d
B L, 0
C
K Z
89846935
E( 1.00
c (C)
l,
��-I x --
$�. t�w 0- OHW
-
ELEC N� l
\SET 5%8" 1}TC- 79
(LB8098) •6-
FND 1 /2" IR LOT 21 0 0
(NO ID)
0.89' S (OCCUPIED) o .
o
FFE:20.77' r
SEPTIC BEYOND 75'
LOT 21
(VACANT)
4 7
SET -518" TRC-
(LB8098)
WFND 1 2" IR
ENO iD
0.18' E
2.14' S
GRAPHIC SCALE
30 0 15 30
(INY�
I inch = SO &
19.7' (EXISTING)
23.1' (PROPOSED)
CROSS SECTIONS'
PROPERTY LINE
(EXISTING) 19.9'
(PROPOSED) 19.9'
SWALE: 17.2'
(EXISTING)
19.7' (EXISTING)
23.1' (PROPOSED)
FINISHED
FLOOR
ELEV.= 23.60'
ISED SLAB
FINISHED
FLOOR
ELEV.= 23.60'
)SED SLAB
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 SECTION D'
19.7' (EXISTING)
23.1' (PROPOSED)
PROPERTY
LINE PAD
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
0
N
F_ m
m co
Z
Z 00
C� O Z
er I= 0
a-1,EX�
u
LL L $ D O
Y W N ¢
c ?
V N� 0-Q
Q :3 w LLo
IL -j ¢ w
W N 2
NI-.
18
� `u:
Q H- W
J wv
0 a cri
a
o LL
N
O
0
i J
W Q
z
�z
N W•
�z
z
0
W
wz
zW
w
}. z
a
Q
z <WDR
Q�_jLLO
n- ww
Q = �_.m�Z
o
Z Q ===w
~ Vo.0
00�Moo
m 0
0
LL
DRAWN BY: FS
CHECKED BY: MTO
CREW: IP
DATE: 6/10/2021
PROJECT: 21-309
20F2