HomeMy WebLinkAboutSURVEYS2
1
AID/
AUG 2 3 2019
ST, Lucie County, Permi ;og
LE
LOCATION MAP
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 6 OF "BAY ST.. LUCIE", ACCORDING TO THE PLAT THEIR
AS RECORDED IN PLAT BOOK 25, PAGES 38, 38A AND 38B
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LEGEND:
P. =PLAT
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
L.P. = LIGHT POLE
O.H.W. = OVERH AD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER AND LIGHT
FD. FOUND
P.C. POINT 0 CURVE
P.T. = POINT OF TANGENCY
P.C.C. = POINT OF COMPOUND CURVE
P.R.C. = POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
C/L = CENTERLINE
R/W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE
TYP. = TYPICAL
CONC. = CONCRETE
SB = SET BACK
R = RADIUS
(LB4942)
LOT 7
HOUSE
OUT OF RANGE
FLOOD ZONE "X" (0.27 ANNUAL CHANCE FLOOD HAZARD)
MAP # 12111CO405J, EFFECTIVE DATE: 2/16/2012
FLOOD ZONE "AE", BASE FLOOD ELEV.=6' (ROAD SWALE)
FILE COP
20 0 20 40 60
1 ® ® -
Scale 1" = 20'
IL & DISK
)(L 4108)
C.
04'42"E
15.41'
NAIL
;B
SURVEYOR'S NOTES:
1.) ADDITIO)NS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING; PARTY. (F.A.C. 5J-17)
2.) THIS SIURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
(F.A.C. 5J-17)
3.) THIS SIURVEY IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
4.) THIS SURVEY AND RESULTANT DRAWING WAS COMPLETED WITHOUT THE
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAIL' AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.) THE BASIS OF BEARINGS FOR THE BOUNDARY SURVEY AND RESULTANT
DRAWING IS THE CENTERLINE OF RIVERBEND ROAD WHICH BEARS NORTH
26'58'116" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO.
6.) ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE
SOLE RROPOERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING
DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND
HOLD C.A. MITCHELL AND ASSOCIATES, INC., HARMLESS FROM ANY LIABILTY
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF
THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY
DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC.
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS
OR DOCUMENTS. THE: ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
TkiF__nR'IGINAL GRAPHIC DRAWING ON, FILE IN OUR OFFICE OR A_ VALID
SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL At4Y OTHER
GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT.
7.) ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON "NORTH
AMERICAN VERTICAL DATUM OF 1988", MORE SPECIFICALLY CITY OF
PORT ST. LUCIE BENCHMARK NO. 2011, ELEVATION = 10.243'.
TO CONIVERT THE ELEVATIONS TO "NATIONAL GEODETIC VERTICAL DATUM
ADD 1.475' TO THE ELEVATION.
MARK: NORTH LOWER FLANGE
RE HYDRANT. ELEVATION =� 5,85'
ERICAN VERTICAL DATUM-1988)
'LLC/L
P.C.
(FD. MAG. NIAIL)
LOT 15
HOUSE
FIN.FL.ELEV.=9.85'
FDOH in St. Lucie County
,Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 54.5t.1 o-7qv & Well #
Date: 115 141 -
Reviex4el°: f �
C.A. MITCHELL AND ASSOCIATES, INC.
CERTIF�IATE OF AUTHORIZATI NO. LB4276
_ /ESiTABLISHrn 1,V
Y 22, 2018
SL-KTOR A. /MtTCHELL,R.LS.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
C.A.M. APPROVED By, M.E. JKLVINIUM PROPOSED RESIDENCE & SEWAGE DISPOSAL AREA 6/25
MAY 23, 2018 PROD. NO. 4797 REVISE HOUSE, SEPTIC SYSTEM LOCATION 9/4/18
4797 DWG. File name: C:\EPSA\4797 REVISE HOUSE LOCATION 9/10/18 C.A.M.
DRAINFIELD LOC. & WATER SERV. 12/5/18 C.A.M.
C.A.M. C.A. MITCHELL_ AND ASSOCIATES, INC. PROJECT SHT. NAME SHT. NO.
LOT 6 OF BAY ST. LUCIE
M LAND SURVEYOR'S AND MAPPERS 12103 RIVERBEND ROAD, PORT ST. LUCIE, BOUNDARY AND TOPOGRAPHIC SURVEY ONE 1�>9j
759 S.W. SOUTH MACEDO BOULEVARD ST. LUCIE COUNTY, FLORIDA. 34984 OF
PORT ST. LUCIE FLORIDA. 34983 772-878-7547 ONE
DESCRIPTION: (SUP
LOT 6 OF "BAY ST
AS RECORDED IN P
THE PUBLIC RECOR
SAID LANDS SITUAI
LEGEND:
P. =PLAT
M. =
MEASURED
C. =
CALCULATED
D. =
DESCRIPTION
I.R.&
C. = IRON ROD A
W.C.
= WITNESS CORNEI
C.AA.
ZX)vr.RF7F AMN,
I.P. =
IRON PIPE
N. &
D. = NAIL AND DI
P.P.
= POWER POLE
L.P. =
LIGHT POLE
O.H.W.
= OVERHEAD WIF
ASPH.
= ASPHALT PAVE
F.P.L.
= FLORIDA POWEF
FD. =
FOUND
P.C.
= POINT OF CURVE
P.T. =
POINT OF TANGE
P.C.C.
= POINT OF COM
P.R.C.
= POINT OF REVF
P.O.B.
= POINT OF BEGI
P.O.C.
= POINT OF COM
C/L = CENTERLINE
R/W = RIGHT OF WAY
P.R.M.
= PERMANENT Ri
P.C.P.
= PERMANENT C(
C.A. =
CENTRAL ANGLE
TYP.
= TYPICAL
CONC.
= CONCRETE
SB =
SET BACK
R = RADIUS
(LB4942)
REVISE GARAGE DIMENSIONS 1/16/19 C.A.M.
C.A.M. APPROVED BY: M.E. REVISIONS PROPOSED RESIDENCE & SEWAGE DISPOSAL AREA 6/25/18 C.A.M.
MAY 23, 2018 PROD NO. 4797 _REVISE HOUSE, SEPTIC SYSTEM LOCATION 9/4/18 C.A.M.
4797 DWG. File name: C:\EIPSA\4797 _REVISE HOUSE LOCATION 9/10/18 C.A.M.
DRAINFIELD LOC. & WATER SERV. 12/5/18 C.A.M.
FLOOD ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD)
MAP # 12111CO405J, EFFECTIVE DATE: 2/16/2012
FLOOD ZONE "AE", BASE FLOOD ELEV.=6' (ROAD SWALE)
20 0 20 40 60
Scale 1 = 20'
SURVEYOR'S NOTES:
1.)
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY. (F.A.C. 5J-17)
2.)
THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
(F.A.C. 5J-17)
3.)
THIS SURVEY IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
4.)
THIS SURVEY AND RESULTANT DRAWING WAS COMPLETED WITHOUT THE
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAY AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.)
THE BASIS OF BEARINGS FOR THE BOUNDARY SURVEY AND RESULTANT
DRAWING IS THE CENTERLINE OF RIVERBEND ROAD WHICH BEARS NORTH
26'58'16" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO.
6.)
ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE
SOLE PROPOERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING
DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND
HOLD C.A. MITCHELL AND ASSOCIATES, INC., HARMLESS FROM ANY LIABILTY
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF
THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY
DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC.
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS
OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID
SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER
A r< DISK
GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT.
)iLB4i08) 7.)
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON "NORTH
;/L
AMERICAN VERTICAL DATUM OF 1988", MORE SPECIFICALLY CITY OF
PORT ST. LUCIE BENCHMARK NO. 2011, ELEVATION = 10.243'.
04'42"E
15.41'
TO CONVERT THE ELEVATIONS TO "NATIONAL GEODETIC VERTICAL DATUM
ADD 1.475' TO THE ELEVATION.
NAIL
48
- - --- --- --._ _.
LOT 15
IMARK: NORTH LOWER FLANGE HOUSE
F.E HYDRANT. ELEVATION
= 5.85' FIN.FL.ELEV.=9.85'
ERICAN VERTICAL DATUM-1988)
C/L
P. C.
(FD. MAG. NAIL)
JAN 2 2 2019
ST. Lucie County. Porn
C.A. MITCHELL AND ASSOCIATES, INC.
CERTIF TE OF AUTHORIZ TION N.O. LB4276
EBLI ED
CEINTW A. ✓MITCHELL,R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
C.A. MITCHELL AND ASSOCIATES, INC. PROJECT LOT 6 OF BAY ST. LUCIE SHT. NAME SHT. NO.
LAND SURVEYOR'S AND MAPPERS 12103 RIVERBEND ROAD, PORT ST. LUCIE, BOUNDARY AND TOPOGRAPHIC SURVEY OF ON
759 S.W. SOUTH MACED,O BOULEVARD ST: LUCIE COUNTY; FLORIDA. 34984
PORT ST. LUCIE FLORIDA. 34983 772-878-7547 ONE
DESCRIPTION: (SUP
LOT 6 OF "BAY ST
AS RECORDED IN F
THE PUBLIC RECOR
SAID LANDS SITUA'
LEGEND:
P. =PLAT
M. =
MEASURED
C. =
CALCULATED
D. =
DESCRIPTION
I.R.&
C. = IRON ROD A
W.C. = WITNESS CORNE
C.M. = CL14ICRS7F AAtw
I.P. =
IRON PIPE
N. &
D. = NAIL AND DI
P.P. =
POWER POLE
L.P. =
LIGHT POLE
O.H.W.
= OVERHEAD WIF
ASPH.
= ASPHALT PAM
F.P.L.
= FLORIDA POWEI
FD. =
FOUND
P.C. =
POINT OF CURVE
P.T. =
POINT OF TANGE
P.C.C.
= POINT OF CON
P.R.C.
= POINT OF REV
P.O.B.
= POINT OF BEG
P.O.C.
= POINT OF CON
C/L = CENTERLINE
R/W = RIGHT OF WAY
P.R.M.
= PERMANENT R
P.C.P.
= PERMANENT C,
C.A. = CENTRAL ANGLE
TYP.
= TYPICAL
CONC.
= CONCRETE
SB =
SET BACK
R = RADIUS
(LB4942)
REVISE GARAGE DIMENSIONS 1/16/19 C.A.M.
FLOOD ZONE "X" (0.2i ANNUAL CHANCE FLOOD HAZARD)
MAP N 12111CO405J, EFFECTIVE DATE: 2/16/2012
FLOOD ZONE "AE", BASE FLOOD ELEV.=6' (ROAD SWALE)
20 0 20 40 60
Scale 1 " = 20'
SURVEYOR'S NOTES:
1.)
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY. (F.A.C. 5J-17)
2.)
THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
(F.A.C. 5J-17)
3.)
THIS SURVEY IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
4.)
THIS SURVEY AND RESULTANT DRAWING WAS COMPLETED WITHOUT THE
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAY AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.)
THE BASIS OF BEARINGS FOR THE BOUNDARY SURVEY AND RESULTANT
DRAWING IS THE CENTERLINE OF RIVERBEND ROAD WHICH BEARS NORTH
26'58'16" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO.
6.)
ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE
SOLE PROPOERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING
DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND
HOLD C.A. MITCHELL AND ASSOCIATES, INC., HARMLESS FROM ANY LIABILTY
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF
THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY
DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC.
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS
OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID
SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER
IL & DISK
GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT..
)(134108) 7:)
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON "NORTH
AMERICAN VERTICAL DATUM OF 1988", MORE SPECIFICALLY CITY OF
PORT ST. LUCIE BENCHMARK NO. 2011, ELEVATION = 10.243'.
0`242"E
TO CONVERT THE ELEVATIONS TO "NATIONAL GEODETIC VERTICAL DATUM
15.41
ADD 1.475' TO THE ELEVATION.
NAIL
kB
MARK: NORTH LOWER FLANGE
RE HYDRANT. ELEVATION = 5.85'
ER.ICAN VERTICAL DATUM-1988)
0
v
1
I
I
1
P.C.
(FD. NAG. NAIL)
SHT. NAME
LOT 15
HOUSE
FIN.FL.ELEV.=9.85'
* I lio I,
JAN 2 2 2019
C.A. MITCHELL AND ASSOCIATES, INC.
CERTIFICATE OF AUTHORIZATION NO. L84276
GFSTARI LCHFD _/I W.;))
ECtNTON 'A.' MITCHELL,R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
BOUNDARY AND TOPOGRAPHIC SURVEY
LOCATION MAP
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 6 OF "BAY ST. LUCIE", ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 25, PAGES 38, 38A AND 38B OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
LEGEND:
P. =PLAT
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
L.P. = LIGHT POLE
O.H.W. = OVERHEAD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER AND 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.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
CA = CENTERLINE
R/W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE
TYP. = TYPICAL
CONC. = CONCRETE
SB = SET BACK
R = RADIUS
FD.i.
(LS4
EI
HO
(LB4942) v
FORM BOARD LOCATION & ELEV. + PROPOSED QUEST ROOM 3/14/19 C.A.M.
REVISE GARAGE DIMENSIONS 1/16/19 C.A.M. STEPS AND SB. 1/25/19
LOT 7
HOUSE \
OUT OF RANGE
OIL & DISK
)(LB4108)
P.C.
'04'42"E
15.41
NAIL
AB
FLOOD ZONE "X" (0.29 ANNUAL CHANCE FLOOD HAZARD)
MAP # 12111CO405J, EFFECTIVE DATE: 2/16/2012
FLOOD ZONE "AE", BASE FLOOD ELEV.=6' (ROAD SWALE)
20 0 20 40 60
Scale 1" = 20'
SURVEYOR'S NOTES:
1.) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY. (F.A.C. 5J-17)
2.) THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
(F.A.C. 5J-17)
3.) THIS SURVEY IS NOT INTENDED TO DELINEATE LOCAL 4REAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
4.) THIS SURVEY AND RESULTANT DRAWING WAS COMPLETED WITHOUT THE
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAY AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.) THE BASIS OF BEARINGS FOR THE BOUNDARY SURVEY AND RESULTANT
DRAWING IS THE CENTERLINE OF RIVERBEND ROAD WHICH BEARS NORTH
26°58'16" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO.
6.) ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE
SOLE PROPOERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING
DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND
HOLD C.A. MITCHELL AND ASSOCIATES, INC„ HARMLESS FROM ANY LIABILTY
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF
THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY
DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC.
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS
OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID
SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER
GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT.
7.) ELEVATION RErLECTED ON THIS DRAWING ARE BASED UPON "NORTH
AMERICAN VERTICAL DATUM OF 1988", MORE SPECIFICALLY CITY OF
PORT ST. LUCIE BENCHMARK NO. 2011, ELEVATION = 10.243'.
TO CONVERT THE ELEVATIONS TO "NATIONAL GEODETIC VERTICAL DATUM
ADD 1.475' TO THE ELEVATION.
LOT 15
iMARK: NORTH LOWER FLANGE HOUSE
IRE HYDRANT. ELEVATION = 5.85' FIN.FL.ELEV.=9.85'
ERICAN VERTICAL DATUM-1988)
t
CA
P.C.
(FD. MAG. NAIL)
MAIN HOUSE FORM BOARD
LOCATION & ELEVATION
MARCH 14, 2019
5T. tuck
C.A. MITCHELL AND ASSOCIATES, INC.
CERTIFICATE OF AUTHORIZATIQ"O. I_B4276
( TP,,�LISHZ 19ar5 /
AY 22, 2018
U7-TN"IUN A. WCHELL,R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
DRAWN BY: C.A.M.
APPROVED BY: M.E.
REVISIONS PROPOSED RESIDENCE & SEWAGE DISPOSAL AREA 6/25/18 G.A.M.
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
PROJECT
LOT 6 OF BAY ST. LUCIE
12103 RIVERBEND ROAD, PORT ST. LUCIE,
ST. LUCIE COUNTY, FLORIDA. 34984
SHT. NAME
BOUNDARY AND TOPOGRAPHIC SURVEY
SHT. NO.
ONE
OF
ONE
Q�
9
DATE: MAY 23, 2018
PROJ. NO. 4797
REVISE HOUSE, SEPTIC SYSTEM LOCATION 9/4/18 C.A.M.
4797
DWG.File name: C:\EPSA\4797
REVISE HOUSE LOCATION 9/10/18 C.A.M.
DRAINFIELD LOC. & WATER SERV. 12/5/18 C.A.M.
IRo
LOCATION MAP (LS4045I)—\
*10,
zI Vi
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 6 OF "BAY ST. LUCIE", ACCORDING TO THE PLAT THEREOF 0
AS RECORDED IN PLAT BOOK 25, PAGES 38, 38A AND 38B OF y �I
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE- COUNTY, FLORIDA.
LEGEND:
P. =PLAT
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
L.P. = LIGHT POLE
O.H.W. = OVERHEAD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER AND 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.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
CA = CENTERLINE
R/W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE
TYP. = TYPICAL
CONC. = CONCRETE
SB = SET BACK
R = RADIUS
FD.I.R.&
(LS4049)
ELEC.HAN
HOLE
M
m
Sul
Z
FD. I.R.& C.
(LB4942)
REVISE GARAGE DIMENSIONS 1/16/19 C.A.M. STEPS AND SIB. 1/25/19
C.A.M. M.E. REVISIONS PROPOSED RESIDENCE & SEWAGE DISPOSAL AREA 6 25 18 C.A.M.
DRAWN BY: APPROVE-Il BY: _ / /
DATE, MAY 23, 2018 PROD NO. 4797 REVISE HOUSE, SEPTIC SYSTEM LOCATION 9/4/18 C.A.M.
4797 DWa File name: C: \EPSA\4797 REVISE HOUSE LOCATION 9/10/18 C.A.M.
DRAINFIELD LOC. & WATER SERV. 12/5/18 C.A.M.
LOT 7
HSU';€
OUT OF RANGE
SET I.R.& I
(MITCHELL)
WATER VALVi'7 /
�JQy' 6.18'
/
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FD. I.R. & C. O oR gk \ \ to
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{PSM4049)
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUT . MACEDO BOULEVARD
PORT ST. LUCIE FLORIDA. 34983 772-878-7547
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LOT # 14
HOUSE
FIN.FL. ELEV.=9.5'
FILE COPY
FLOOD ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD)
MAP # 12111CO405J, EFFECTIVE DATE: 2/16/2012
N I FLOOD ZONE "AE", BASE FLOOD ELEV.=6' (ROAD SWALE)
20 0 20 40 60
Scale 1"
JAI 2 S ""
Permitting Department
St. Lucie County, FL
P.C. SURVEYOR'S NOTES:
(FD.NAIL & DISK) 1.) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
(P.C.P.)(LB4108) THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
e
30.00
FIR
I HYD.
5ry
S 09'04'42"E
25.80'
FD.I.R.& C.
(PSM4049)
SIGNING PARTY. (F.A.C. 5J-17)
2.) THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
3.) THSCSURVEY)IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR
CONCERN, WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES.
4.) THIS SURVEY AND RESULTANT DRAWING WAS COMPLETED WITHOUT THE
BENEFIT OF A COMPLETE TITLE SEARCH. THERE MAY BE EASEMENTS, RIGHTS
OF WAY AND/OR RESTRICTIONS OF RECORD WHICH ARE NOT REFLECTED
ON THIS DRAWING.
5.) THE BASIS OF BEARINGS FOR THE BOUNDARY SURVEY AND RESULTANT
DRAWING IS THE CENTERLINE OF RIVERBEND ROAD WHICH BEARS NORTH
26'58'16" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO.
6.) ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE
SOLE PROPOERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING
DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND
HOLD C.A. MITCHELL AND ASSOCIATES, INC'., HARMLESS FROM ANY LIABILTY
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT
TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF
THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY
DRAWING,JS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC.
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS
OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS
THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID
SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER
FD. NAIL & DISK
GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT.
I(PC P)(L 4108)
i') ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED �Ur"ON "NORTH
—I
P C
AMERICAN VERTICAL DATUM OF 1988", MORE SPECIFICALLY CITY OF
PORT ST. LUCIE BENCHMARK NO. 2011, ELEVATION = 10.243'.
—�---S 09.04'42"E
TO CONVERT THE ELEVATIONS TO "NATIONAL GEODETIC VERTICAL DATUM
15.41,
ADD 1.475' TO THE ELEVATION.
SET NAIL
& TAB
LOT 15
\ SiTE BENCHMARK: NORTH
LOWER FLANGE HOUSE
BOL ON FIRE HYDRANT.
ELEVATION = 5.85' FIN.FL.ELEV.=9.85'
(NOR AMERICAN VERTICAL
DATUM-1988)
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PROJECT LOT 6 OF BAY ST. LUCIE
12103 RIVERBEND ROAD, PORT ST. LUCIE,
ST. LUCIE COUNTY, FLORIDA. 34984
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C/L
P.C.
(FD. MAG. NAIL)
C.AAITCHELL AND�A,,SjSOCIATES, INC.
TIF C TE OF,AUTH I A' II N NO. 1134276
MAY 22, 2018
INTON A. TCHELL,R.L.S.-
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
SHT. NAME
BOUNDARY AND TOPOGRAPHIC SURVEY
SHT. NO.
ONE A�9
OF
ONE