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LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO. 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 71 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
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FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0176
FIRM ZONE X SUFFIX J
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
I CHECKED
BOUNDARY SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
C.L.S.
03/01/2017
R.E.R.
R.E.R.
REVISE C.L.S.
04/04/2017
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
05/09/2017
R.E.R.
R.E.R.
FINAL SURVEY
E.F.B.
07/18/2017
R.E.R.
R.E.R.
BOUNDARY SURVEY
FINAL SURVEY E
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BENCHMARK REFERENCE:
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS
4945 (TRAVERSE POINT) 7.4' NORTH AND
13.4' EAST OF NORTHEAST PROPERTY CORNER
OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO.
4 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 108.70 ON TOP
OF THIS CAP.
LEGEND:
=
SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
• =
SET MAC NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
46 =
FIRE HYDRANT
=
WATER METER
=
CONCRETE POWER POLE
=
ANCHOR AND GUY WIRE
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OVERHEAD WIRES
=
NOT TO SCALE
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ON CONCRETE BASE
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PROF�SIONAL LAI) SURVEYOR
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
�= CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.L.S.
= CONCSTRUCTION LAYOUT SURVEY
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FIND. =
FOUND
(L.D.)
= LEGAL DESCRIPTION
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
SCALE (R) =
RECORD
P.C. =
POINT OF CURVATURE
1 = 20 P.I. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF NORTH 44TH STREET AND THE EAST
LINE OF BLOCK 9, HARMONY HEIGHTS NO.4 (SEE LEGAL
DESCRIPTION) ON GRID NORTH FLORIDA EAST NAD83
PROJECTION WHICH BEARS SOUTH 00'08'43" WEST.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) MIRLANDE M. LEO
2) BLACKSTREET ENTERPRISES, INC.
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4) BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 07/18/2017
PLOT DATE AND TIME: 07/24/2017 9:00 AM EST
LOT SQUARE FOOTAGE: 0.177± ACRE
SCALE: 1 " = 20
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
12 S_/z -0 (7
R0 UD Y,ROLLINS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER,
JOB NUMBER: RR170229F
LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO. 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 71 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J DATE OF FIRM FEBRUARY 1
COMMUNITY NUMBER 120285
FIRM ZONE X
PANEL 0176
SUFFIX J
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BENCHMARK REFERENCE:
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS
4945 (TRAVERSE POINT) 7.4' NORTH AND
2012 13.4' EAST OF NORTHEAST PROPERTY CORNER
OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO.
4 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 108.70 ON TOP
OF THIS CAP.
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
C.L.S.
03/01/2017
R.E.R.
R.E.R.
REVISE C.L.S.
04/04/2017
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
05/09/2017
R.E.R.
R.E.R.
FINAL SURVEY
E.F.B.
07/18/2017
R.E.R,
R.E.R.
LEGEND:
0
= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
•
= SET MAG NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
46
= FIRE HYDRANT
= WATER METER
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
= OVERHEAD WIRES
—�L
= NOT TO SCALE
— X —
= FENCELINE
®
= ALUMINUM LIGHT POST
ON CONCRETE BASE
O
= TELEPHONE SERVICE
Ill
= CABLE TELEVISION SERVICE
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LAW SUMMR
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
�= CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.L.S.
= CONCSTRUCTION LAYOUT SURVEY
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(L.D.)
= LEGAL DESCRIPTION
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
VN P.R.M.
= PERMANENT REFERENCE MONUMENT
SCALE (R) =
RECORD
P.C. =
= 20
POINT OF CURVATURE
P. 1. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF NORTH 44TH STREET AND THE EAST
LINE OF BLOCK 9, HARMONY HEIGHTS NO.4 (SEE LEGAL
DESCRIPTION) ON GRID NORTH FLORIDA EAST NAD83
PROJECTION WHICH BEARS SOUTH 00'08'43" WEST.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) MIRLANDE M. LEO
2) BLACKSTREET ENTERPRISES, INC.
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 07/18/2017
PLOT DATE AND TIME: 07/24/2017 9:00 AM EST
LOT SQUARE FOOTAGE: 0.177± ACRE
SCALE: 1 " = 20'
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 4-72.027, �FLORIDA STATUTES.
LAND E. RU1LINS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR170229F
LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO. 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 71 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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ELEVATIONS BASED ON ASSUMED AND
SHOWN THUS
BENCHMARK REFERENCE:
SET 5/8" IRON REBAR WITH
CAP ROLLINS PLS
FLOOD ELEVATION INFORMATION
4945 (TRAVERSE POINT) 7.4'
NORTH AND
MAP NUMBER 12111CO176 J
DATE OF FIRM FEBRUARY
16, 2012
13.4' EAST OF NORTHEAST PROPERTY
CORNER
OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO.
COMMUNITY NUMBER 120285
PANEL 0176
4 (SEE LEGAL DESCRIPTION)
FIRM ZONE x
SUFFIX J
ASSUMED AN ELEVATION OF
108.70 ON TOP
OF THIS CAP.
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
C.L.S..
03/01/2017
R.E.R.
R.E.R.
REVISE C.L.S.
04/04/2017
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
05/09/2017
R.E.R.
R.E.R.
25.56' O/S
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= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
•
= SET MAG NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
= FIRE HYDRANT
= WATER METER
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
= OVERHEAD WIRES
NOT TO SCALE
FENCELINE
= ALUMINUM LIGHT POST
ON CONCRETE BASE
in
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PFiOFEBS'IONAL LAND SURVEYOR
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
(C.F.T.)
= CALCULATED FROM TRAVERSE
�= CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.L.S.
= CONCSTRUCTION LAYOUT SURVEY
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(L.D.)
= LEGAL DESCRIPTION
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
00 P.R.M.
= PERMANENT REFERENCE MONUMENT
SCALE (R) =
RECORD
P.C. =
POINT OF CURVATURE
1 " = 20' P. 1. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF NORTH 44TH STREET AND THE EAST
LINE OF BLOCK 9, HARMONY HEIGHTS NO.4 (SEE LEGAL
DESCRIPTION) ON GRID NORTH FLORIDA EAST NAD83
PROJECTION WHICH BEARS SOUTH 0908'43" WEST.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) MIRLANDE M. LEO
2) BLACKSTREET ENTERPRISES, INC.
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED
DATE OF LAST FIELD WORK: 05/09/2017
PLOT DATE AND TIME: 05/10/2017 10:00 AM EST
LOT SQUARE FOOTAGE: 0.177± ACRE
SCALE: 1 " = 20'
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTON 472.027, FLORIDA STATUTES.
ROLLINS DATE 0 SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR170229FB
LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO. 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 71 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0176
FIRM ZONE X SUFFIX J
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
I CHECKED
BOUNIDARY SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
TOPOGIRAPHIC SURVEY
E.F.B.
03/01/2017
R.E.R.
R.E.R.
C.L.S.
03/01/2017
R.E.R.
R.E.R.
REVISE C.L.S.
04/04/2017
R.E.R.
R.E.R.
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BENCHMARK REFERENCE:
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS
4945 (TRAVERSE POINT) 7.4' NORTH AND
13.4' EAST OF NORTHEAST PROPERTY CORNER
OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO.
4 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 108.70 ON TOP
OF THIS CAP.
LEGEND:
= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
•
= SET MAG NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
= FIRE HYDRANT
= WATER METER
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
— • • —
= OVERHEAD WIRES
—�—
= NOT TO SCALE
— X —
= FENCELINE
0
= ALUMINUM LIGHT POST
ON CONCRETE BASE
in
= TELEPHONE SERVICE
m
= CABLE TELEVISION SERVICE
IN
O . ,
LMM SQ4
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C =
AIR CONDITIONER
(C) =
CALCULATED
C.F.T.)
= CALCULATED FROM TRAVERSE
= CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.L.S.
= CONCSTRUCTION LAYOUT SURVEY
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FND. =
FOUND
(L.D.)
= LEGAL DESCRIPTION
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
00 S P.R.M.
= PERMANENT REFERENCE MONUMENT
SCALE (R) =
RECORD
P.C. =
POINT OF CURVATURE
1 " = 20' P. 1. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT-OF-WAY LINE OF NORTH 44TH STREET AND THE EAST
LINE OF BLOCK 9, HARMONY HEIGHTS NO.4 (SEE LEGAL
DESCRIPTION) ON GRID NORTH FLORIDA EAST NAD83
PROJECTION WHICH BEARS SOUTH 00.08'43" WEST.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) MIRLANDE M. LEO
2) BLACKSTREET ENTERPRISES, INC.
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 03/01/2017
PLOT DATE AND TIME: 04/04/2017 8:55 AM EST
LOT SQUARE FOOTAGE: 0.177± ACRE
SCALE: 1 " = 20'
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTICN 472.027, FLORIDA STATUTES.
/ L /ZA ` / X/ IC ') / 7
R LAND E. FGLCNS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR170229REVCLS
LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO. 4, ACCORDING TO
THE FLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 71 OF THE
PUBLI( RECORDS OF ST. LUCIE COUNTY, FLORIDA.
BOUNDARY AND TOPOGRAPHIC SURVEY
CONSTRUCTION LAYOUT SURVEY E
AVIENDA AVENUE (FIELD) R + P
CORAL AVENUE (PLAT) L
(50.00' WIDE RIGHT—OF—WAY) I / 8
O
\ J
w
\ z NOTE ONE:
x
io
0
C5
a
v
\ Inn "? p PROPOSED 1 STORY ^
o0 CONCRETE BLOCK STRUCTURE w
C4 a p� FINISHED FLOOR ELEVATION w
\ ¢ z¢ W IS TO BE DETERMINED BY THE p O 4W, z z N w w 3
O z W xM a INFORMATION PROVIDE BY THE J �- Y o 0 F 3 w �-n 3 z c
W w 0 ST. LUCIE COUNTY LL' z z N • it i- in
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3 a o �� I (FEET OF UNOBSTRUCTED AREA —I — — — — — _ n o _ — — — — _N o —
W�U I r-- ---- I —I
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X o o M v� I I o W I EXISTING DRAIN ¢ N N
w 3 N COxl a TO BE ABANDONED
\ z II 38.00'
o 00 a L_ — J 76.80' O/S
W� o0o I L--1 1
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00
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LLI
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J
COMMUNITY NUMBER 120285
FIRM ZONE X
DATE OF FIRM FEBRUARY 16, 2012
PANEL 0176
SUFFIX J
ADDENDUM
I FIELD BOOK
I PAGE
I DATE
I BY
I CHECKED
BOUNDAIRY SURVEY
I E.F.B.
1
03/01/2017
R.E.R.
I R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
03/01/2017
R.E.R.
I R.E.R.
C,L.S.
03/01/2017
R.E.R.
11 R.E.R.
BENCHMARK REFERENCE:
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS
4945 (TRAVERSE POINT) 7.4' NORTH AND
13.4' EAST OF NORTHEAST PROPERTY CORNER
OF LOT 14, BLOCK 9, HARMONY HEIGHTS NO.
4 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 108.70 ON TOP
OF THIS CAP.
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
I"DS 2?-SF/� & Well i!!
e: ?�29 /9
LEGEND:
OO
= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
•
= SET MAG NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
•
= FIRE HYDRANT
= WATER METER
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
= OVERHEAD WIRES
--Vo04L
= NOT TO SCALE
— X —
= FENCELINE
0
= ALUMINUM LIGHT POST
ON CONCRETE BASE
IM
= TELEPHONE SERVICE
m
= CABLE TELEVISION SERVICE
w
w jj =
oza
U U
O Wwr
N a�3
a 3 U j
0�0
a o a
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0
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3 µ w O
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Jn yc
X(L
z In W=I
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Cow �m4
Lo 0-
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z
000 3�00
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zap w0o�0
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U p oZW=11
z =>"zo
Lo p o m¢
o n CL
N
I. I,•. _ . : ,•. . .
PROFESSION. LAND SURVEYOR
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C =
AIR CONDITIONER
C) =
CALCULATED
C.F.T.)
= CALCULATED FROM TRAVERSE
= CENTERLINE
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.L.S.
= CONCSTRUCTION LAYOUT SURVEY
E/P =
EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
E.F.B.
= ELECTRONIC FIELD BOOK
EL. =
ELEVATION
FIRM =
FLOOD INSURANCE RATE MAPS
FIND. =
FOUND
(L.D.)
= LEGAL DESCRIPTION
(M) =
MEASURED
N.G.V.D.
OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D.
OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.T.S.
= NOT TO SCALE
O/S =
OFFSET
P.C.P.
= PERMANENT CONTROL POINT
(P) =
PLAT
P.O.B.
= POINT OF BEGINNING
P.R.M.
= PERMANENT REFERENCE MONUMENT
SCALE (R) =
RECORD
P.C. =
1 = 20
POINT OF CURVATURE
P. 1. =
POINT OF INTERSECTION
S/W =
SIDEWALK
T.O.S.
= TOE OF SLOPE
T.O.B.
= TOP OF BANK
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET
SIDE BUILDING SETBACK LINE IS 7.50 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT—OF—WAY LINE OF NORTH 44TH STREET AND THE EAST
LINE OF BLOCK 9, HARMONY HEIGHTS NO.4 (SEE LEGAL
DESCRIPTION) ON GRID NORTH FLORIDA EAST NAD83
PROJECTION WHICH BEARS SOUTH 00'08'43" WEST.
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) MIRLANDE M. LEO Q �_
2) BLACKSTREET ENTERPRISES, INC.I ��• : e _�" Q.
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 03/01/2017
PLOT DATE AND TIME: 03/14/2017 8:15 AM EST
LOT SQUARE FOOTAGE: 0.177± ACRE
SCALE: 1 " = 20'
g FRONTA
SIDES 4
CNR SIDES
REAR I
ZNG. M
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472,027, FLORIDA STATUTES.
GLANDME-,LUNS DATE OF IGN TURE
PROFESSIONAL- LAND SURVEYOR
FLORIDA REGISTRATION NUMBER.4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR170229