HomeMy WebLinkAboutSURVEYSCOMPLETED ON: 1 4-05-13 1 4-05-13
LEGAL DESCRIPTION: o SURVEYORS NOTES:
LOT 7 IN WATERS EDGE SUBDIVISION, �I N 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
ACCORDING TO THE PLAT THEREOF AS I \Vy SHOWN HEREON.
RECORDED IN PLAT BOOK 36. PAGE 11 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
PAGE 11A, OF THE PUBLIC RECORDS O LOCATED UNLESS OTHERWISE SHOWN.
OF ST. LUCIE COUNTY, FLORIDA. Z N 3. THIS SITE LIES WITHIN FLOOD ZONE 'x". ACCORDING TO
II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO093 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS: o SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
(C) - CALCULATED In ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(M) = MEASURED U 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
(P) =PLATTED = U LOT 7 AS BEING S00'25'10'E ACCORDING TO THE PLAT
CBS - CONCRETE BLOCK STRUCTURE O � DESCRIBED HEREON.
CMP = CORRUGATED METAL PIPE 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CNS =COULD NOT SET OTHERWISE NOTED.
CONC = CONCRETE 7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
FOE =. FINISHED FLOOR ELEVATION VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
FND = FOUND 5 B" IRON REBAR N SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
/ S. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
IRC = 5/8" IRON REBAR WITH PLASTIC CAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
IR - 5/8" IRON REBAR PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
L = LENGTH OF CURVE PARTIES.
PCOR = PROPERTY CORNER
PL = PROPERTY LINE
PUDE - PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT-OF-WAY
R = RADIUS OF CURVE
= SQUARE FOOT A RECEIVED
A = DELTA OF CURVE
0 = SET 5/8' IRON REBAR WITH PLASTIC
CAP 'AJP PSM 6330" APR 19 2013
�q ♦9 ,y.
"b T M• kA:
WATERS EDGE WAY
ti TRACT "A" w.
x" t21' ASPHALT DRIVE
SITE BENCHMARK
FND IR$ $ �+ ELEV= 4.23 NAVD 1988
'ILLEGIB EC N N89'34'50 E 63.50' 2 CLEANOu FND IRC "ILLEGIBLE"
v,WATER PROPOSED
FND IRC ; METER DRIVE '�s ( UE o N
"ILLEGIBLE" tD.tfi' ue7� - - t $
10.15' �14:33 1200'
BETWEEN 0.01' ,00'! .34'
BUILDINGS
u Ln
o v
N
9.96'
0
COVERED ok•
Lfin ENTRY 3.57'?
n p LOT 7 BETWEEN LOT 6
?i PROPOSED e•uLDba OCCUPIED
LOT 8 a 1 STORY CBS RESIDENCE
OCC PIED FFE= 5.90 a• 9.94'
UREAR�
Q. y° FENCE CORNER
L83 0.
n m w 0.2'W OF PL
7.83
�11 ` 0S x. $ PRPAT010� I 10 O
TivETSN 10.28' c 20.17' 11 N ��D�mlycs fOm 6 PLASTIC
0.13' +��(n ONNCE p O wER
IOF'T POORS89'34 50 W 63.50
9 0
3p xN xN
NOT PLATTED
1 "=20'
-05-13
DRAWN: CJM
JOB NO.:
13 -1558
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping • Consulting
619 SW Blltmore Street
*Port St. Lucie, Florida 34983
Phone: (772) 340-7770
Fax: (772) 340-2250
MARIA LOJ
MAGER CONSTRUCTION, INC. ^
4-04-13
p�,.,� K:\bU1LUtKJ\U VVUZUl.5\UVV
9li 3 / --116t� /.d0t1—/17
4/18/2013 3:39:14 PM
J. PI
!®don Pro� aDSumyar k Maappyyer
Florida C�raecatb Nm: e330
4-05-13
LEGAL DESCRIPTION:
N
LOT 7 IN. WATERS EDGE SUBDIVISION,
ACCORDING TO THE PLAT THEREOF AS
RECORDED
IN PLAT BOOK 36, PAGE 11
PAGE
11A, OF THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
I
ABBREVIATIONS:
p
(C)
= CALCULATED
(M)
= MEASURED
(P)
= PLATTED
CBS
- CONCRETE BLOCK STRUCTURE O
CMP
- CORRUGATED METAL PIPE
CNS
= COULD NOT SET
CONIC
= CONCRETE
FFE
= FINISHED FLOOR ELEVATION
p
FND
= FOUND 5/8" IRON REBAR
C4
IRC
= 5/8" IRON REBAR WITH PLASTIC CAP
IR
— 5/8' IRON REBAR
L
= LENGTH OF CURVE
PCOR
= PROPERTY CORNER
PL
= PROPERTY LINE
PUDE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W
= RIGHT—OF—WAY
R
= RADIUS OF CURVE
SF
= SQUARE FOOT
A.
= DELTA OF CURVE
0
i= SET 5/8' IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
3. THIS SITE LIES WITHIN FLOOD ZONE 'x', ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO093 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
LOT 7 AS BEING S00'25'10'E ACCORDING TO THE PLAT
DESCRIBED HEREON.
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OTHERWISE NOTED.
7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
B. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PARTIES.
60 Co.
vale ,plave
xN� xa,9 Ma,9
WATERS EDGE WAY
x"rye TRACT "A" wP`
±21' ASPH�LT DRIVE x
Q SITE BENCHMARK
FND IRC �O ELEV= 4.23 NAVD 1988
"ILLEGIBLE"—,'P I N89�34'5OrE_ 63.50' 2 CLEANOUZS FND IRC "ILLEGIBLE"
0
0
U7
n
3
LOT 8 a
OCCUPIED w
In 5.
N
Z
10.28'
BETWEEN
BUILDINGS 10.20'
0.13'
l3oY�OcUs
5' UE
LOT 7
AVERAGE TOP
OF FORMS
ELEVATION=5.94
PROPOSED FFE=5.90
14.79'
OPEN
20.16' _
OPEN x
N 7
NOT PLATTED
ALE: 1"=20" ALEXANDER J. PIAZZA PSL% INC.
TE: 1-30-14 Surveying • Mapping " Consulting
AWN: CJM*LBf7250
619 SW Biltmore Street
Port St. Lucie, Florida 34983
B NO.: Phone: (772) 340-7770
13-1558 Fax: (772) 340-2250 2�
er%AhIKI�f&�
N
N
9.96'
LOT 6
OCCUPIED
`FENCE CORNER
LLI0.2'W OF PL
,%0
x
RECEIVEU FEB 032014
:TION; INC.
7r �