HomeMy WebLinkAboutSURVEYSLEGAL DESCRIPTION:
(AS SUPPLIED BY CLIENT)
ALL OF LOTS 20 AND 21, BLOCK P, HARMONY HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 24, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 100.00
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CONCRETE`
APRON
SET MAG NAIL IN DISK I
ROLLINS PLS 4945
SITE BENCHMARK ONE
ELEVATION = 99.96
— —
Z
aw
D z
o0
BOUNDARY AND TOPOGRAPHIC SURVEY
CONSTRUCTION LAYOUT SURVEY
EVERGREEN AVENUE
(60.00' WIDE RIGHT—OF—WAY)
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0
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a
NOTE: ALL FENCES SHOWN ARE
6' HIGH WOODEN FENCES.
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.
ABBREVIATIONS
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
(R) = RECORD
P.C. = 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: EXISTING DRAINFIELD AND
SEPTIC TANK IS TO BE ABANDONED.
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NOTE ONE:
PROPOSED 1 STORY
CONCRETE BLOCK STRUCTURE
PROPOSED FINISHED FLOOR
ELEVATION = 101.50 TO MEET
18" ABOVE THE CROWN OF ROAD
MAY NEED TO ADJUST PROPOSED FINISHED FLOOR TO
MEET DRAINFIELD REQUIREMENTS BY INFORMATION
PROVIDED BY THE ST. LUCIE COUNTY HEALTH DEPARTMENT
DRAINFIELD
Cr�
I _1 ASEPTIC
I *, I TANK
L_J
PIPE
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # -Sr' - 9 1 & Well #_
Date:
Reviewer:
w.
GRAPHIC SCALE
(MF)
1 inoh - 80 !i
ROLAND E. ROLUNS
R PRO�I(ML LAID SURVEYOR
R 4- P 3221 SW CRUMPACKER STREET
s PORT ST. LUCIE, FLORIDA 34953
772-873--4700
NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT—OF—WAY
LINE OF NORTH 47TH STREET AND THE WEST LINE OF BLOCK P,
HARMONY HEIGHTS (SEE LEGAL DESCRIPITON) ON GRID NORTH
FLORIDA EAST NAD83 PROJECTION.
WHICH BEARS NORTH 00'08'27" WEST
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) GENTILE CORPORATION
BENCHMARK REFERENCE
SET MAG NAIL IN DISK ROLLINS PLS 4945 IN THE CENTERLINE
OF NORTH 47TH STREET 6.1' NORTH AND 25.8' WEST OF THE
NORTHWEST CORNER OF LOT 20 BLOCK P. ASSUMED AN
ELEVATION OF 100.00 ON TOP OF THIS NAIL.
(SITE BENCHMARK TWO)
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS 1�
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO178 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0178
FIRM ZONE X SUFFIX J
FIELD
ADDENDUM BOOK PAGE
DATE I BY CHECKED
BOUNDARY
SURVEY
E.F.B.
04/24/2019
R.E.R.
R.E.R.
TOPOGRAPHIC
E.F.B.
04/24/2019
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
E.F.B.
04/24/2019
R.E.R.
R.E.R.
LAYOUT SURVEY
REVISE
CONSTRUCTION
06/18/2019
R.E.R.
R.E.R.
LAYOUT SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
-& = FIRE HYDRANT (F.H.)
F=__1 = WATER METER (W.M.)
k1 = WOOD POWER POLE (WD. P.P.)
J� = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
= NOT TO SCALE
— X — = FENCELINE
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.
PLOT DATE AND TIME: 06/18/2019 8:40 AM EST
LOT SQUARE FOOTAGE: 0.265± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 04/24/2019
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.
SCANNED
3t. LuCBY
!eCou*
AT,
ROLANO E. ROLLINS DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A ss ``
FLORIDA LICENSED SURVEYOR AND MA40r
JOB NUMBER: RR190417REVCLS
LEGAL DESCRIPTION:
(AS SUPPLIED BY CLIENT)
ALL OF LOTS 20 AND 21, BLOCK P, HARMONY HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 24, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ASBUILT SURVEY
FORMBOARD SURVEY
EVERGREEN AVENUE
(60.00' WIDE RIGHT-OF-WAY)
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w wo SET MAG NAIL IN DISK 011l 3 z z S 89'41'08" E (M) w o ow
m
ROLLINS PLS 4945 0 w a 115.00' (P) 1 15.13' (M) z �' w "J
SITE BENCHMARK TWO /O o 0 LL W 0
ELEVATION = 100.00 \ s �v �n m0�
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99 o tw_ 0
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CONCRETE
0 APRON �7
z�all
II
NOTE: ALL FENCES SHOWN ARE
6' HIGH WOODEN FENCES.
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z
xx—x
x x
x
^y
SET MAG NAIL IN DISK I
m
ROLLINS PLS 4945 °
w,
x
I
Z O
SITE BENCHMARK ONE
ELEVATION = 99.96
3
N
O
^
N 89'41'21' W (M)
M
w z
"�
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U) ..
I
x 115,00'
(P) 1 15.17' (M)
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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.
ABBREVIATIONS:
FIOLMD E. ROLUM
N.T.S.
= NOT TO SCALE
O/S =OFFSET
��
� SUM
P.C.P.
= PERMANENT CONTROL POINT
E
P.O.B._PLAT
P.
= POINT OF BEGINNING
R "$" P
3221 SW CRUMPACKER STREET
P.R.M.
(R) =
= PERMANENT REFERENCE MONUMENT
RECORD
L.
$
PORT ST. LUCIE FLORIDA 34953
P.C. =
POINT OF CURVATURE
P. 1. =
POINT OF INTERSECTION
772-873-4700
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
0
GRAPHIC SCALE
(nFilm )
1 moh - 20 !R
NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY
LINE OF NORTH 47TH STREET AND THE WEST LINE OF BLOCK P,
HARMONY HEIGHTS (SEE LEGAL DESCRIPITON) ON GRID NORTH
FLORIDA EAST NAD83 PROJECTION.
WHICH BEARS NORTH 00608'27" WEST
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) GENTILE CORPORATION
BENCHMARK REFERENCE:
SET MAG NAIL IN DISK ROLLINS PLS 4945 IN THE CENTERLINE
OF NORTH 47TH STREET 6.1' NORTH AND 25.8' WEST OF THE
NORTHWEST CORNER OF LOT 20 BLOCK P. ASSUMED AN
ELEVATION OF 100.00 ON TOP OF THIS NAIL.
(SITE BENCHMARK TWO)
P No moi - oM
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS 1f
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO178 J
COMMUNITY NUMBER 120255
FIRM ZONE X
FIELD
ADDENDUM BOOK
DATE OF FIRM FEBRUARY 16, 2012
PANEL 0178
SUFFIX J
PAGE I DATE I BY ICHECKEDI
BOUNDARY
E.F.B.
04/24/2019
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
04/24/2019
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
E.F.B.
04/24/2019
R.E.R.
R.E.R.
LAYOUT SURVEY
REVISE
CONSTRUCTION
06/18/2019
R.E.R.
R.E.R.
FORMBOARD E.F.B.
SURVEY
09/11/2019 1 R.E.R. I R.E.R.
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
+ = FIRE HYDRANT (F.H.
O = WATER METER (W.M.)
= WOOD POWER POLE (WD. P.P.)
f� = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— = OVERHEAD WIRES
�L = NOT TO SCALE
— X — = FENCELINE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSMP 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.
PLOT DATE AND TIME: 09/11/2019 1:00 PM EST
LOT SQUARE FOOTAGE: 0.265+ ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 09/11/2019
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.
SCANNED
It. Luce County
q � 1/ 2n19
R LAND E. ROLLINS DATE
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: RR190417FB 19b
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n
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m
m
n
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ro
3
m
P NA Icjo-7 - o I44
LEGAL DESCRIPTION:
(AS SUPPLIED BY CLIENT)
ALL OF LOTS 20 AND 21, BLOCK P, HARMONY HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 24, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 100.00
w 3I
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Vo
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w o
00
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APRONoil
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z
all
10.1
wool
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II�
BOUNDARY SURVEY
FINAL SURVEY
EVERGREEN AVENUE
(60.00' WIDE RIGHT-OF-WAY)
NOTE: ALL FENCES SHOWN ARE
6' HIGH WOODEN FENCES.
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a--
m
0"
aa0
O
wZF
cD
—I
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o =
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115.00' (P) 115.13' (M)
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1 STORY CONCRETE w I
3 Z w
BLOCK
STRUCTURE
N
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30.97' O/S
37.93'
46.19' 0/S
d l
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41.4�
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CONCRETE
O O
O
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\
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CAR PORT
x
J �
m
l
O
Ox
00
V APRON - x
x — x — x _x_
z x— x— x x x x
SET MAG NAIL IN DISK m
ROLLINS PLS 4945 I °C w x I z o
SITE BENCHMARK ONE 3 O ^ w z
ELEVATION = 99.96 N a I N 89'41 21„ W (M) x I'7 wg
° cn x 1 15.00' (P) 115.17' (M) o I o
Z O V) N W in O 00 w
3 O a=Z N Nz Nz �z az z J 3�
F. QQ O FJ N = �J J NJ NJ V1 (Q�� =O>
VI W D: 7 Ut N L
�3w 0] N wN� F_ a N� N� 0o rnz =N
In WX w I-ii w O w O w
z^om O rp a 00'O O ao 0o ao ao ao a.-o io
zo orj N �" wNa J wa �a wa wa CC Zw�
D'z O (] z w 0L (w/)w C'1W Xw Kw � W
�`� m z `) w o Qo wo Qo 00 00 0�0
_ = w= _ = w
v z� z� z� CC)D cwio zz�
ZNa wN ow wz �� �z who
w z
O0O w
0
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.
ABBREVIATIONS:
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
(R) = RECORD
P.C. = 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
0
GRAPHIC SCALE
( IN pm)
1 1noh - 20 ft
FROLAND E. ROLUNS
R PROFESSIONAL LAND SURVEYOR
R P 3221 SW CRUMPACKER STREET
8 PORT ST. LUCIE, FLORIDA 34953
772-873-4700
NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY
LINE OF NORTH 47TH STREET AND THE WEST LINE OF BLOCK P,
HARMONY HEIGHTS (SEE LEGAL DESCRIPITON) ON GRID NORTH
FLORIDA EAST NAD83 PROJECTION.
WHICH BEARS NORTH 00'08'27" WEST
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) RICKY MARSHALL
BENCHMARK REFERENCE
SET MAG NAIL IN DISK ROLLINS PLS 4945 IN THE CENTERLINE
OF NORTH 47TH STREET 6.1' NORTH AND 25.8' WEST OF THE
NORTHWEST CORNER OF LOT 20 BLOCK P. ASSUMED AN
ELEVATION OF 100.00 ON TOP OF THIS NAIL.
(SITE BENCHMARK TWO)
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS 1�
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO178 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0178
FIRM ZONE X SUFFIX J
FIELD
ADDENDUM BOOK
PAGE I DATE I BY I CHECK
BOUNDARY
E.F.B.
04/24/2019
R.E.R.
R.E.R.
SURVEY
TOPOGRAPHIC
E.F.B.
04/24/2019
R.E.R.
R.E.R.
SURVEY
CONSTRUCTION
E.F.B.
04/24/2019
R.E.R.
R.E.R.
LAYOUT SURVEY
REVISE
CONSTRUCTION
06/18/2019
R.E.R.
R.E.R.
FORMBOARD SURVEY E.F.B. 09/11/2019 R.E.R. R.E.R.
FINAL E.F.B. 01/08/2020 R.E.R. R.E.R.
SURVEY
LEGEND:
O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
Q = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
46 = FIRE HYDRANT (F.H.
O = WATER METER (W.M.)
/ = WOOD POWER POLE (WD. P.P.)
fed = CONCRETE POWER POLE (CONC. P.P.)
= ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
= NOT TO SCALE
— X — = FENCELINE
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.
PLOT DATE AND TIME: 01/09/2020 8:15 AM EST
LOT SQUARE FOOTAGE: 0.265± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 01/08/2020
I HEREBY CERTIFY THAT THE SURVEY SHOWN
HEREON COMPLIES WITH STANDARDS OF PRACTICE
FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17,
FLORIDA MINISTRATIVE CODE, PURSUANT TO
SECT ON 472.027, FLORIDA STATUTES.
S . Lu le Co.
Date�ie S BY
rove
St. Luciecou*
ROLAND E. ROLLINS DATE
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: RR190417F
RECetven
JAN 10 2010
Penntttln
St. Lucie Countment