HomeMy WebLinkAboutREVISIONSCANNED
'ICE USE ONLY: �+ p By
fEFILED: )t/�011� 9tL1(trlpi`Att
dv PERMIT #
VISION FEE:- 71� RECEIPT# 12044.6392
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: GO
L" -, a r -1"r I Duy- "vim or7
DETAILED DESCRIPTION OF PROJECT
REVISIONS: ^ ' 1 ���L ��� I�✓L�n
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. ST. LUCIE CO CERT. #:
BUSINESS NAME:M
QUALIFIERS NAME:
ADDRESS:
CITY: i;l STA ff.. ZIP:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY; STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
FAX:
REVISION
ZIP:
20 0 20 40 60
NAIL
Scale 1" — 20'
FLOOD ZONE " X "
F.E.M.A., F.I.R.M., 12111CO277J
120285 0277J 2/16/12
REVISION RE
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 20 "LONE PINE SUBDIVISION", ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 51, PAGES 21 THROUGH 25 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LOT 19
HOUSE
FINTLELEV.=10.85'
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY IS PROM V THOUT TIC ��'RITTENI�/%Sb - D
CONSENT OF T IE SIGNIW�uNrY
5J_17) BUILDING DIVISION
-. REVIEWED
FOR CO CE
REVIEWED BY
DATE
PLANS AND PE M T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE —
C.A. MITCHELL AND ASSOCIATES, INC.
(LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
(PORT ST. LUCIE, FLORIDA. 34983
772-878-7547
24' F�SPH.
25.59'
FD.NAIL
TAB �o
LOTS 4 & 5
"VACANT"
SITE BENCHMARK
ELEVATION = 8.03'
12
� y
LONE PINE DRIVE q
-------------------
Ell
O Sid �
13 14 15 16 17 18 19 20 21 22 23 C3
LONE PINE DRIVE SET NAIL & TAB
(60' WIDE PRIVATE ROAD RIGHT OF WAY
L — _ _ _
S 89'19'23"E 118.02' 23.24'
BASE OF BEARINGS (PLAT) I o
^g0 BASINDRAINAGE I FD. P.C.P.
LR.& C.
(LB6852)
0
WIDE
`Ni
-- T
CONC.
GUTTER
/ —10'
UTILITY
EASEMENTS R/W LINE
RISER —" CI I
5' CONC.
SIDEWALK mI U+,
+
10' FLORIDA POWER
& LIGHT
EASEMENT=icef
CABLE TV
RISER
S 89'19'23'�E
/
/ACCESS
EASEMENT
1103.6$' COMMON
AREA V
38.20'
20.00'
45.48'
+9
I
FD.1.R.& C.
9"
C? N
o o
-- — —
(LB6852) z cJ —�
CA A
U m O
W 'I' m m 1566 SO. FT. AVAILABLE FOR
J SYSTEM INSTALLATION OF
A ON SITE SEWAGE DISPOSAL. \
DIn Or
,off
32.39' 6'
SB � 25.00'
yM — T—
N N
In .fin
4.0- b 4.0' I l � 1 -IS
�y 4.00' COVERE02ENTRY u
14.00' NI 1.33 23.32
8.00, SB
FD.I.R.& C
(LB6852,
b
-0o
"PROPOSED"
1 STORY RESIDENCE N
g FIN.FL.EL.= g
11.34'
Vic\ COVERED
PORCH 24.66'
11.8T 16,50' 9.67' SB
w G
LANAI w
36.40' te.fio
SB $ 44.67'
(A
W
W W
U1
S 89'41'31"E��i 118.01,
ct
COMMON AREA, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT
(25' WIDE)
15' NOE +- DITCH
CA=1 4' 21 ' 1 5" (M.)(C.) 14'18'22" (P.)
R=65.00
89. ARC=16.28' (M.)(C.) 16.23'(P.)
FD.I.R.& C.
(LB6852)
LEGEND:
P. = PLAT
M.=MEASURED
C. = CALCULATED
D. DESCRIPTION
I R & C. = IRON ROD AND CAP
W C = WITNESS CORNER
------------
C.M.= CONCRETE MONUMENT
z +e -
I.P. = IRON PIPE -
0
N. & D. = NAIL AND DISK
P.P. = POWER POLE
L.P. = LIGHT POLE
O.H.W. = OVERHEAD WHLES
ASPH. =ASPHALT PAVEMENT
PF.P.L.
- FLORIDA POWER & LIGHT
0
FD.=FOUND
P.C. = POINT OF CURVE
P.T. = POINT OF TANGENCY
LOT 21 LOT 22
P.C.C. = POINT OF COMPOUND CURVE
"VACANT" "VACANT"
P.R.C.= POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
CIL CENTERLINE
R!W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TYP.=TYPICAL -
(r! ti
<D +°
CONC.=CONCRETE
SB=SETBACK
R = RADIUS
cn
/,—FD.I.R.& C.
(LB6852)
�b�l
0
FORMBOARD LOCATION &
ELEVATION: MAY 29, 2018
DRAWN BY: C.A.M. APPROVED Br: M.E.
REVISIONS PROPOSIb RESIDENCE & SEPTIC SYS. 2/26/18 CM PROJECT
DATE' FEBRUARY 2018 PRa. No. 4774
20' DRIVEWAY 3/"11/1'8 C.A.M. LOT 20 OF LONE PINE SUBDIVISION
DW NO., 4774 DWG. File name: C:\EPSA\4774 FORMBOARDS: 5/ 9/..18 C.A.M.
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON ;SCANNEU
NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY By
ST. LUCIE COUNTY BENCHMARK "ELVIS", ELEVATION = 7.08' sht++.i°''"' *'flAw
NOT VALID WITHOUT THE SIGNATURE
AND TIIE ORIGINAL RAISED SEAL OF
THE, FLORIDA LICENSED SURVEYOR
AND MAPPER, (F.A.C. 5.1_I7 )
C.A. MITCHELL AND ASSOCIATES, INC.
STATnCERR�IE ATE OF TABL12AEDTH ,l 10�1-NO. LB 4276
FEBRUARY 7, 2018
CLI�K A.�CH-EL, R.L.S.-
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO, LS3541
(SINCE 1982)
ONE
BOUNDARY AND of
TOPOGRAPHIC SURVEY ONE
4774
a
20 0 20 40 60
Scale V' = 20'
'Munoo eron
414Wao Bun7714
01
FLOOD ZONE " X "
F.E.M.A., F.I.R.M., 12111CO277J
120285 0277J 2/16/12
LOTS 4 & 5
"VACANT"
SITE BENCHMARK
ELEVATION = 8.03'
LONE PINE DRIVE SET NAIL & TAB
(60' WIDE PRIVATE ROAD RIGHT OF WAY
L — _ _
S 89'19'23"E 118.02' 23.24
Q
BASE OF BEARINGS (PLAT) I
o DRAINAGE
�9 BASIN 7`. i KA C. P.
�� I o (LB6852)
A4unoo 01=1'4S WIDE i L —
Wounjedoo BUMILLYad ONC. r
G JTTER s i —10'
5' CONC.
SIDEWALK
CABLE TV
RISER S 89'19'e
( 38.20'
NAIL &
WASHER
FD. P.C.P
`— 24' ASPH.
25.59'
FD.NAIL &
TAB �ob
99' 9
FD.I.R.& C.
(LB6852)
(ww�
C;,00� 9[
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 20 "LONE PINE SUBDIVISION", ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 51, PAGES 21 THROUGH 25 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LOT 19
HOUSE
FI N. FL. ELEV.=10.85'
OK
ADDITIONS OR DELETIONS 1 SURVEY MAPS
OR REPORTS BY OTHER 'iTiANTH, SIGNING
PARTY IS PROHIBITED WITHOUT THE WRITTEN
CONSENT OF THE SIGNING PARTY.
FD.I.R.& C:
(LB6852,
C.A. MITCHELL AND ASSOCIATES, INC.
(LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
PORT ST, LUCIE, FLORIDA. 34983
772-878-7547
U)
1n �
CO
J
32.39'
SB
0
0
4.00'
UTILITY EASEMENT— 7—
R/W LINE
r�0
/ACCESS _
EASEMENT
1 20.00'
25.00'
TELE. I \
RISER --'-LI I�
I \
10' FLORIDA POWER & LIGHT
EASEMENT
103.6�T45.
COMMON AREA \�
�I
48'
I
rn
O
1566 AVAILABLE FOR
SYSTEM INSTALLATION OF
M T
\
ON SITE SEWAGE DISPOSAL.
\
co rn
OJ �
1
to
M
\
6
4.0'e8.67 4.0'
I
I
?a
N
a
-
22.00'
COVERED ENTRY"
w
14.0V y
1.33
23.32�
6.DD'
SB
"PROPOSED"
1 STORY RESIDENCE
o
FIN.FL.EL.=
11.34'�.
OVERED m
[PORCH
J
11.67'
16.50,
9.67'
n
LANAI w
44.67'
cn 00
L,
O7 N
0 N
m
coCO
Cr
.r
24.66
SB
+�6 a S 89'41'31"E+9, 118.01'
COMMON AREA, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT
(25' WIDE)
15' WIDE +- DITCH
DRAWN BY:
C.A.M. APPROVED BY. M.E. "m.,Q""' rr%urvxu RESIDENCE & SEPTIC SYS. 2/26/18 CM
°-
DATE.* FEBRUARY 2018 PROJ. NO. 4774 20' DRIVEWAY 3/21/,S C.A.M.
W. No.: 4774 DWG. File name: C:\EPSA\4774 FORMBOARDS: 5/29/Iq C.A.M.
:A
CA=1 4' 21 ' 1 5" (M.)(C.) 14-18'22" (P.)
R=65.00
X6.9' ARC=16.28' (M.)(c.) 16.23'(P.)
FD.I.R.& C.
(LB6852)
LOT 21 LOT 22
"VACANT" "VACANT"
i—FD.I.R.& C.
(LB6852)
F
0
FORMBOARD LOCATION &
ELEVATION: MAY 29, 2018
LOT 20 OF LONE PINE SUBDIVISION
LEGEND:
P. = FLAT
M.=MEASURED
C. CALCULATED
D. = DESCRIPTION
I.R.& C. = IRON ROD AND CAP
W.C. = WITNESS CORNER
C.M.=CONCRETE MONUMENT
I.P. = IRON PIPE
N. & D. = NAIL AND DISK
P.P. = POWER POLE
Ls: = LIGHT POLE
O.H. W. - OVERHEAD WIRES
ASPH. =ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER & LIGHT
FD.=FOUND
P.C. = POINT OF CURVE
P.T. = POINT OF TANGENCY
P.C.C.=POINT OF COMPOUND CURVE
P.R.C. = POINT OF REVERSE CURVE
P.O.D. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
CIL = CENTERLINE
RIW = RIGHT OR WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TYP. TYPICAL
CONC.-CONCRETE
SB=SETBACK
R = RADIUS
ELEVATIONS REFLECTED ON THIS DRAPING ARE BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY
ST. LUCIE COUNTY BENCHMARK "ELVIS", ELEVATION = 7.08'
NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL, OF
THE FLORIDA LICENSED SURVEYOR
AND MAPPER. (F.A.C. 5J-17 )
C.A. MITCHELL AND ASSOCIATES, INC.
STATE CERTIFICATE OF AUTHORIZATION NO. LB 4276
(ESTABLISHED) _/V5)
FEBRUARY 7, 2018
CITNTON A. UfI'GHELL,-R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
BOUNDARY AND ONE
TOPOGRAPHIC SURVEY ONE
4774
wu
20 0 20 40 00
Scale 1 " = 20'
FLOOD ZONE " X "
F.E.M.A., F.I.R.M., 12111CO277J
120285 0277J 2/16/12
NAIL &
WASHER
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 20 "LONE PINE SUBDIVISION", ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 51, PAGES 21 THROUGH 25 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LOT 19
HOUSE
FI N. FL.ELEV.=10.85'
ADDITIONS ORDELETIONS 'IO SURVEYMAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY .IS PROHIBITED WITEOUT THE V.'RI'TTEN
CONSEITTOF TIME SIGNING PARTY.
(.F.A.C. 5J-17 ).
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
PORT ST. LUCIE, FLORIDA. 34983
772-878-7547
DRAWN BY: C.A.M. APPROVED BY: M.E.
MTE FEBRUARY 2018 PROD. NO. 4774
M. 47744774 Dw(;• File name: C:\EPSA\4774
2V A�SPHH..
FD.NAIL k I
TAB �om
t
LOTS 4 & 5
"VACANT"
SITE BENCHMARK
ELEVATION = 8.03'
LONE PINE DRIVE —SET NAIL & TAB
(60' WIDE PRIVATE ROAD RIGHT OF L — WAY —
— —
S 89'19'23"E 118.02' I 23.24'
BASE OF BEARINGS (PLAT)
DRAINAGE 7FR&P.C.P.
1.BASIN I,C.
(LB6852)
2, —i
nE31�i----
R
S i —10C.'
--
TILITY
--
EASEMENT i �T
R/W LINE
s
- Imp
RISER --fl i p,
5' CONC.
SIDEWALK 'o N}
+ 10' FLORIDA POWER
& LIGHT
EASEMENT-20
oCABLE TV
I RISER
S 89'19 23 E
ACCESS
EASEMENT
COMMON
1103.68 /�
AREA
11
38.20'
20.00'
45.48'
,(
(LB6852) —
FD.I.R.& C
(LB6852��.
m
31.70'
S9
35.70'
C .
o
J
90
n
FAVAILABLE FOR
ALLATION OF
SYSTEMM INSTALLATION
SYSTEM
fm
ON SITE SEWAGE DISPOSAL.
m
\
a7
co
tD
A
\
6'
25.00'
N
o
q
8.67� 4.0'
4.0'4
-
F1]
}0.
�
22.00' u w u
COVERED ENTRY
p�
>
d
400'
14.00v
1.33
2
SB SB
"PROPOSED"
1 STORY RESIDENCE n
g FIN.FL.EL.=�� !� g
8
1 i.34'
>0i
COVERED
w PORCH -1 -123.96'
12.50' 16.50' 1 9.57' SB
N91 ,°
LANAI w
19.67'
44,67'
U) 00
W
V) N
0)
O7
U1
a S 89'41'31 "E }9 118.01'
COMMON AREA, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT
(25' WIDE)
15' WIDE +- DITCH
RESIDENCE & SEPTIC SYS. 2/26/18 CM j PROJECI
rA
:�
N
CA=1 4' 21 ' 1 5" (M.)(C.) 14'18'22" (P.)
R=65.00
e9 ARC=16.28' (M.)(C.) 16.23'(P.)
FD.I.R.& C.
(LB6852)
LOT 21
"VACANT"
L4
(D
U1
,,—FD.I.R.& C.
(LB6852)
+em
Ct
LOT 20 OF LONE PINE SUBDIVISION
RJ,j o qa)
LOT 22
"VACANT"
IRONI'
Son
GUR SIDFIS
k REAR15
— `
TEC
t V(,FND,
P. = PLAT
PI. = MEASURED
C, = CALCULATED
D, = DESCRIPTION
I,R.& C. = IRON ROD AND CAP
W.C. = WITNESS CORNER
C.M. = CONCRETE MONUNIENT
I.P. = IRON PIPE
N. & D. = NAT, AND DISK
P.P. = POWER POLE
L.P. - LIGHT POLE,
O.H.W. = OVrRHEAD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER & LIGHT
FD.=FOUND
P.C. = POINT OF CURVE
P.T. = POINT OF TANGENCY
F.C.C. =POINT OF CONTOUND CURVE
P.R.C. = POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNING
P.O.C. =POINT OF COAIMLNCEMENT
CIL = CENTERLINE
WIN = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE AIONUAIENT
P. C.P. = PERAANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TxP. s TYPICAL
CONC.=CONCRrTE
SD - SETBACK
R = RADIUS
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY
ST. LUCIE COUNTIBENCHMARK "ELVIS", ELEVATION = 7.08'
NOT VALID WITHOUT TI--IE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF
THE FLORIDA LICENSED SURVEYOR
AS1D MAPPER. ( P. A. C. 5I-17 )
C,A. MITCHELL AND ASSOCIATES, INC.
STATE C IFICATE OF AUTHORIZ NO. LB 4276
ESTAB ED 19
FEBRUARY 7, 2018
REGISTERED LAND'/SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
SHT. NAME SHT. N0.
ONE
BOUNDARY AND OF 4774
TOPOGRAPHIC SURVEY ONE
0
FDOH in St. Lucie Co my
Environmental Heal
Site Plan Approved for Cor struction
Supersedes All Pr,- viousSite Plans for
OSTDS #56 SF, 1516 3 9 & Wdii #
Date: 301113, J I
20 60
I e I
FLOOD ZONE " X "
F.E. M.A., F.I.R.M., 12111002774
120285 0277J 2/16/12.
DESCRIPTION: (SUPPLIED BY_.CLIENT)
ASTREOCORDED INPLATBOOK10511, PAGES 221 THROUGH 25", ACCORDING TO THE AOFTTEO
HE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LOT 19
HOUSE
FIN.FL.ELEV.=10.
ADDITIONS OIZ DEI.ET[ONS TO SURVEY MAPS
OR REPORTS BY OTHER TITAN TFIE SIGNING
]'ARTY IS PROTUBITED N41ITII0UT T.HR'WRITTEN
coNsarr OF THE SIGNING PAR'I'Y-
( F.A.C. 5)-17 ).
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
PORT ST. LUCIE, FLORIDA. 34983
772-878-7547
C.
File name: C:
LOTS 4&5
"VACANT"
SITE BENCHMARK
ELEVATION - 8.03'
24 ASPH.
LONE PINE DRIVE SET NAIL & TAB
(60' WIDE PRIVATE ROAD RIGHT OF WAY
HER 25.59 moo. S 89i9'2 EA 118.02' I 23.24'
P.C.P.�J FD.NAIL h I BASE OF BEARINGS (PLAT)
wtAINA F�. P.C.P.
16852) TAB a �e° BASIN I I. .& C.
(LB6852)
WIDE T TELE.
CONC.
TTER al —10' TILITY EASEMENT RAW LINE RISER
GUTTER
-I I \
I
5' CONC.
SIDE WXR- , bI Iv 0' + —10' FLORIDA POWER & LIGHT
Nam- — — EASEMENT_
If RISER ACC
ESS CC SS f COMMON AREA
S 89019'23"E EASEMENT 103.68
1 I 38.20' 20.00' as.48' I CA=1 4' 21 ' 1 5" (M.)(C.) 14*18,22" (P.)
R=65.00
FD.I.R.& C. A — — — — — xa . ARC=16.28' (M.)(C.) 16.23'(P.)
(LB6852) —
(A�
�0
s
x6.6
A
<Z
1566 So. FT. AVAILABLE FOR
FD.I,R•& C*
J
A
M
SYSTEM INSTALLATION OF
ON SITE SEWAGE DISPOSAL.
' y85
��v 2�
f�l
N Obi
W t
t0
3SB
M \
8'
25.0T
U)
4
-
6_4(
7
GOY'ERE0 ENTRY ,"„ Yw
r
-9
m
4.00'
1.33
22.6"3
0)
N
14.00N.
B.aO'
SB
N
�
M
"PROPOSEQ"
x
1 STORY RESIDENCE
11
o
FlN.FL.EL.=
11.34'
>J�,
COVEREO
w
POM
23.96'
-r
1250' 16.50.
9.87' SB
J
C)
u
97
LANs
8
35.70'
1a.6T
SB
m.
c 44.67'
n
v
J
C N
(D DD
FD.I.R.& (,
(LB6852,;;
+96
S 89041'31 "E +0> 118.01'
Ct
COMMON AREA, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT
(25' WIDE)
LOT 21 LOT 22
"VACANT" "VACANT" -
,,---FO.I.R.& C.
(LB6852)
0e.
0
1AGEND:
P. - PLAT
6l. - MEASURE])
C. - CALCULATED
D. - DESCRIPTION
I.R.& C. - IRON ROD AND CAP
W.C. - R7TNESS CORNER
C.M.=CONCRETE MONUMENT
1. P. - [RON PIPE
N. & 1). - NAIL .AND DISK
Y.P. - POWER POLE
L.P. - LIGHT POLE
O.H.W. - OVERHEAD WWS
ASPH.- ASPHALT PAVEMENT
FI L.-FLORIDA POWER &LIGHT
ID FOUND
- ! C = P9&Yr Oh CURT
P = POINT OF TANGENCY -
P.L.C. - POINT OF COMPOUND CURVE
P.R.C. - POINT OF REVERSE CURVE
-P.O.B. - POUTr OF BEGINNING
P.O.C. = POINT OF COMMENCEATLNT
CA, - CENTERLLNE
R/W - RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. - PERMANENT CONTROL POINT
C.A. - CENTRAL ANGLE (DEL:rA ANGLE)
TYP. - TYPICAL
CONC - CONCRETE
SB - SKITACK
R = RADIUS
e
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY
ST. LUCIE COUNTY BENCHMARK "ELVIS", ELEVATION = 7,08'
NOT VALID WITHOUT THE SIGNATURE
AND'rj_JE ORIGINAL RAISED SEAL OF
'rliFi FLORIDA LICENSED SURVEYOR
ANIJ MAPPER. (F.A.C. 5-T-17 )
C.A. HELL AND ASSOCIATES, INC.
STATE CERTI CAPE OF/AUTHORIZATT�I NO. LB 4276
CLI A. TCH LL, .L.S.
7, 2018
REGISTERED LAND SURVEYOR AND MAPPER
15' WIDE +- DITCH FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
SLAT. N0.
REVISlONs PROPOSED RESIDENCE & SEPTIC SYS. 2/26/18 CM PROJEOT stir. NME ONE
BOUNDARY AND OF 4774
LOT 20 OF LONE PINE SUBDIVI`;ION ONE
TOPOGRAPHIC SURVEY