HomeMy WebLinkAboutAPPROVED SL-379 GP - Approved Plans_SECUREDV)
w
z
0
z
Q
Q
z
0
T
m
w
L
L
N
0
N
N
N
N
0
n
3
v
c
a
a,
a
a
CP
C
0
0
0
00
M
N
i
T
N
73
v7
i
a
U
.3
m
a
a
0
L
0
0
00
rn
N
i
rn
0
N
�o
i
O
L6
e0
ILo
N
r�
O
IN
N
z
�Q\
IY VEGATATION
Lv 0-) LINE (TOB)
U 0
4.4
4.
4.
4.2--"
11
FND P.R.M. /
94-77-A17 /
N= 1113579.150 /
E= 895193.552 /
N88° l
j29 '9 \ l
BENCHMARK /
NORTH RIM
/ wSANITARY MANHOLE
ELEV=5.07; I
0 CN N.A.V.D. 1988
00)
N O I
r- O I
N I
f I
/ I
w
0 00
� '� I
LOT 2 N N FND 5/8" IR/C I o
LB 7056 I
VACANT 0.06' E A-I1
N= 1112405.7170
E= 895835.6920
FND 5/8" IR/C ; I
LB 7056 FPUA FLAG &
PAINT MARK
11„ 5.0 \ '~
S65°31'36'W 67.01'
_Uj
-
00' 107'
4.6-
FND PK&D
C&T
LB 4286
00
4.8
_ 15 _00' `
4.62
4.70
N
O
p
�
�
'n o
` co
(6
40.00'
PROPOSED I w o
STAIRS �°
O
� o PROPOSED
�i o I r� ENTRY 5
0
co
i t
I
00'
LOT 3
6
VACANT 4.7
PROPOSED
8.00'
3-
3 S ORY RESIDENCE/
N
I
PRO OSED GROUND FLOOR ELE =8.0'
1 4
kl
�w o = PRO OSED GARAGE FLOOR ELE =6.0'
r-
p � PROPOSED LOWEST STRUCTURA
N 00
I
co
o o 0 r- MEMBER ELE+16.67'
I
I I 0 w N
'� �
p
� U MAXIMUM DISTANCE
o >
TO SEAWARD
N
EXTENT OF
I
FILL
I z
N
26.27'
z
8.00' 37.00'
1 .30
3" PVC
O
6.---�lPE2�-- ��' M I�� W R METERS (2)
6.0 �O --------------------------
- - - - - 5.5---------- - ('� I A- 4.
5.0 0 26.27 W ---4.76-----
- - S65°31'36"W - 68.27 w 4.7125.00'
IRRIGATION
VALVE BOX (2)
FND 5/8" IR/C
LB 7056
0.17' N LOT 4
VACANT
CURRENT COASTAL
CONSTRUCTION
CONTROL LINE
(P.B. 26, PG. 26)
RECORDED
SEPTEMBER 13, 1988
_ WATERSONG WAY
N67°08'22"E
Digitally signed by Thomas
��oPSfi�FRti9;:
P Kiernan
OF
Date: 2021.02.2213:08:12
%Pss°a/Survey°a°'
-05'00'
THOMAS P. KIERNAN
Professional Surveyor & Mapper
Florida Certificate No. 6199
DATE
/ I 5.0� I
TRANSFORMER
PAD
CATV
PEDESTAL
AT&T
PEDESTAL
I
FND 5/8" IR/C /
LB 7056
I
0.0 N= 1112369.3.322
E= 895852.0200
FND PK&D
I C&T
LB 4286
w
DNN
-d-o
0(o
N.
I
w 178.33'
0-)�
�U0
o `n
z
FND P.R.M.
/ 94-77-A17
N= 1111179.974
E= 896204.199
COMP RFFR I FIELD BK./PG.
1' FLUSH
HEADER
CURB
15_00' _ --
\-4.71 0
Q
I M
C
CD
0
00
Z
O
Cf)
m
�
01
al
I N
Q
00
/--4.46
--------------
15.00'
A� E
\--4.50
,-2' VALLEY
CURB
3-1
MII 11' FLUSH
N HEADER
CURB
i
i
i
i
/
I
I
LOT 3
VACANT
I
°1
I
I
-
155.10'
DISTANCE TO EXISTING IMPROVEMENTS
FURTHEST SEAWARD OF CURRENT
COASTAL CONTROL LINE
I
I
I
I
I
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
qF.�F"W 132.32'
- - - - S65°31'36"W-132.02' - - - - - - - -
LOT 33
OCCUPIED
- R E V I SION S-
BY
DATE
REVISED TO SHOW PROPOSED RESIDENCE
BKH
1/20/21
PROPOSED CUT/FILL CALCULATIONS:
Total volume of net excavation = 0 (cy)
Total volume of net fill = 45.27 (Cy)
Total volume of net fill seaward of the CCCL =
Temporary displacement for Pile and Grade
Beam construction. Contractor to backfill using
existing stored material.
&;
GRAPHIC SCALE
10 0 05 10
( IN FEET )
1 inch = 10 ft.
LEGAL DESCRIPTION
BEING ALL OF LOT 3, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE,
AS RECORDED IN PLAT BOOK 42, PAGE 34 OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
CONTAINS 2,706 SQUARE FEET, MORE OR LESS.
LEGEND & ABBREVIATIONS
BM
DENOTES
BENCHMARK
BB
DENOTES
BEARING BASE
C.M.
DENOTES
CONCRETE MONUMENT
CONC
DENOTES
CONCRETE
C.B.
DENOTES
CATCH BASIN
CBS
DENOTES
CONCRETE BLOCK STRUCTURE
CD
DENOTES
CHORD DISTANCE
CB
DENOTES
CHORD BEARING
C/O
DENOTES
CLEAN OUTS
DENOTES
CENTER LINE
D.E.
DENOTES
DRAINAGE EASEMENT
F.F.E.
DENOTES
FINISH FLOOR ELEVATION
FND
DENOTES
FOUND
I.Q.
DENOTES
IRRIGATION QUALITY WATER
IR/C
DENOTES
IRON ROD AND CAP
L.B.
DENOTES
LICENSED BUSINESS
L
DENOTES
ARC LENGTH
L.E.
DENOTES
LANDSCAPE EASEMENT
(M)
DENOTES
MEASURED DATA
M.H.
DENOTES
MANHOLE
N/D
DENOTES
NAIL AND DISK
(NR)
DENOTES
NON RADIAL LINE
O.S.E.
DENOTES
OPEN SPACE TRACT
CMP
DENOTES
CORRUGATED METAL PIPE 12"X18"
DENOTES
PALM TREE
0. R.
DENOTES
OFFICIAL RECORDS BOOK
P.B.
DENOTES
PLAT BOOK
PG.
DENOTES
PAGE
P.U.E.
DENOTES
PRIVATE UTILITY EASEMENT
P.D.E.
DENOTES
PRIVATE DRAINAGE EASEMENT
P.S.M.
DENOTES
PROFESSIONAL SURVEYOR & MAPPER
P.L.S.
DENOTES
PROFESSIONAL LAND SURVEYOR
CE
DENOTES
CONSERVATION EASEMENT
P.D.
DENOTES
POINT OF CURVATURE
P.T
DENOTES
POINT OF TANGENCY
P. 1.
DENOTES
POINT OF INTERSECTION
(P)
DENOTES
PLAT DATA
P.C.P.
DENOTES
PERMANENT CONTROL POINT
R
DENOTES
RADIUS
R/W
DENOTES
RIGHT OF WAY
SAN.
DENOTES
SANITARY
U.E.
DENOTES
UTILITY EASEMENT
W.M.T.
DENOTES
WATER MANAGEMENT TRACT
MAG/D
DENOTES
SET MAG NAIL AND DISK
A
DENOTES
INCLUDED ANGLE
O
DENOTES
SET 5/8" IRON ROD & CAP LB 4286
C
DENOTES
LIGHT POLE
DENOTES
DRAINAGE FLOW
DENOTES
PROPOSED ELEVATION
DENOTES
EXISTING ELEVATION
X26.5
_26.5-
DENOTES
PROPOSED CONTOUR LINES
DENOTES
GUY ANCHOR
GENERAL NOTES
1. The last date of field work was 10-23-2020.
2. Additions or deletions to survey maps or reports by other than the signing party or parties is
prohibited without written consent of the signing party or parties.
3. Reproductions of this map are not valid without the signature and original raised seal of a Florida
Licensed Surveyor and Mapper.
4. Lands shown hereon were not abstracted by this office for rights -of -way, easements of record,
ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be
obtained through appropriate title verification.
5. All above ground fixed improvements, if any, have been located and shown hereon.
6. Underground foundations and improvements were not located as part of this survey.
7. Flood Note: By graphic plotting only, this property is in Zone "AE-5" and within a Coastal Barrier
Resource Area according to the Flood Insurance Rate Map, Community Panel No. 12111CO194 K,
effective date February 19, 2020. The exact designation can only be determined by an elevation
certificate. No additional search of the public records has been preformed. There may be additional
map Amendments affecting this property.
8. The bearings shown hereon are based on Plat information and are referenced to the Center line of
Watersong Way having a bearing of N24°28'24"W and all bearings are relative thereto.
9. No easements are shown hereon other than those depicted on the plat. No search of The public
records has been performed to find additional easements that may exist.
10. Elevations shown hereon are referenced to the St. Lucie County Benchmark B-308 1970 having an
elevation of 2.00 feet, North American Vertical Datum (N.A.V.D.) of 1988.
11. The features shown hereon are referenced to the Florida State Plane Coordinate System, FL-901
East Zone, North American Datum of 1983, as established by using the FDOT FPRN.
12. The features shown hereon were acquired using RTK GPS and were verified through a redundancy of
measurements for accuracy.
13. Bearings and distances shown hereon are the same as plat unless otherwise noted model.
14. The building setbacks shown hereon, although based on the best available information, are not
certified to and must be verified prior to design or construction.
BY
DATE
FIELD
SG
12/11/20
CALCS.
DRAWN
JEB/GLM
12/21 /20
DETAILED
CHECKED
JJ
APPROVED
TK
Grading Plan
For Wayne Sidey & Jean Caruso
DATE:12/21/2020
HORIZ. SCALE:1 "=10'
VERT. SCALE:
JOB No. 19-239
SHEET 1 of 1
w
rj 9 X
FND P,R.M.
94-71-AIl
N. 1113513,150
� \895193.552
Nye• .,
BENCHnARK
NORTH Ri
54NrtARY "ANIbLE
ELEDv.5.0,;
N. 955
1 521°24'OS"E
1005.92'
INo 5/e' iR/O i
B t056
C� N;011 b5.E 1
,"t0 I NI E• 895935.69i0
FEMA FLOOD ZONE LOT 2 j 0
(AE 6' NAVD) ,� 1
DESIGN FLOOD ELEVATION VACm
ANT m
OF T NAVD. #a65
II" '
0, 1
FNo 5/5' 'RI- LOT 3 0.0'
B tp 1
' xnm ® ® FOYER 8
0 ••
0
0 3o I
06
z
I
OLD COASTAL
CONSTRUCTION
CONTROL LINE
(P,B- 19, PCs, 8)
LOT 3 RECORDED DECEMBER 12, 1978
VACANT
I
I
FND 4°14" CM I I ! I
PRM LB 4911 i
y n� 132.32'
J
Wm �' 10
m
1
Sao'
V IRIC
m° ° O -2'O" FIN, F�.� F"�
m°m
B aSEACsRAPES
N 6.0 N,A,V.D4or,io-N]l
E 8.0' N, 93ao
a m' I e s
V
COASTAL STRA
r• �.v.
z x Q
' I
z
Q a
LOT 32
I
10.0 rrv. n
p
O 3 u 1?
1
?
rv'O
E
i
15
.. -- ATEF
° O E o a OT s= snc< , � CPbPTEgND • nETER
3 �-
a
r
A ® 1 565°3136'W ea.zT'
ao
02
565°31'36"Ul #y p8 #5?b p1; va
.c
I y3
, v/.. v- sci .i TRANSFORM
1 ,
� ' PEOES4AL ' 1
1 ' CURRENT COASTAL PEOEs%aL �^1
CONSTRUCTION
CONTROL LINE 1 m I HcuRB
1
(P,B, 26, PCs- 26) '
'RECORDED '
1 ' SEPTEMBER 13, 1998,
I 1 n' PKm
1
1 '
1 LOT 4 '
VACANT
1 , Im 1 t
� , 1
� , 1
1
'0 1
' N ,
1 4\
A 5' 0" I 1
1
I 1
1 '
N6T`0832"E
N08°54'19"E , Q I
1 '
1
1 1 1
, / N• 11111T9.914 , � 1
' E• 896204.199 ,
1
w
1
I ' ' O_
' ^ ' LL
00
01 w,
OI
151 0"LL
' w
I
1
1
W' ' rl � 3
DI a , = STANCE FROM CCCL
1 ' w ' ' ~ , TO SEAWARD EXTENT
301 9" t I OF PROPOSED RESIDENCE.
U 1 w'
1 Q
1 '
_o
Uo 6" MEAN ROOF HT.
U'
jaZ:O° BRQ, HT,
LOT 33
OCCUPIED
FND 5/6" IRC
LB 4288
TOP OF DUNE
BOTTOM OF DUNE
06 . Ar. . . #10\m
#\O?3
o— _-- BEACH DUNE
,I v
13
#9z0
z
O
v
W
w
#9 a6 ?
0
w
565°58'38"W 241,26
APPROXIMATE
MEAN HIGH WATER LINE
ELEV=0.52' NAVE) 1988
LOCATED DECEMBER 11, 2020
APPROXIMATE
SEASONAL HIGH WATER LINE
ELEV=4°82' NAVD 1988
(n) 9
jr=="PLAN
SHT7 .11 2u
ro
r
61 1
offl_
7=
= 39.28' N,A.v,D.
F
Z
�m
WO
y
O'
olomoILL
W
1
-FL, FIN. F� - —
O
0
z
z
W 29,26' N.A,v,D.
m 2N1), FL. FIN, FL.
A
1
18.32 N,A.v,D.-
3
CsRADE
d) IUATERSONG WAY
'- FIN, FL-
8,0' N,A,V,D,
\\ ��� .� .
O\ A7 — . — . -- . — . — . — . — . — . - - -
-
- -
��
.. �-_..............._............._................ ........
6.0' N.A,v,D.
(APPROX. CsRADE
o GARACsE)
EXI5TIN3 PROPOSED
GRADE GRADE
88 B.O_B. "FOUNDATION IS SHOWN
16,66' N.A,v.D. FOR ILLUSTRATIVE
SOT, OF LOWEST BM. PURPOSES ONLY"
(MIN, 415,5' NAVD OR PlaPER)
#b'3
17,59
0.00' NAVD
CONTOUR
ELEVATION 1998
zi zi zl zi
J, J 1
QI QI QI QI
i
w w 3
w I 0I �I
wl ? 3:
1L ff Z 1 Q, z' 1
1
wl QI pl �I
� Q Q N 1
Q' 1 Wd1 O
NI O OI
lu
WI
1 1
1
1
1
1 '
O
aa _ _ _ _ _ _ 10,6 N,A,V,D. AVERAGE DUNE HEIGHT O _ _
. — . — . — . — . — — g9 =-\ .�,r \ 'y �. �O FIN. FL.
o
zs o
z p
; - z
_
�o>
,., Ol yr,
oo �
' L
N r r 3 N
W
z Q 9
z�
-
-Q. z
z°1����zo
=or
o- of Q, co Q
u
o ' c
oQJ
Q N SL�� «Q m
UF-4
FQ1 a 2 e 3F m
•
u
4
Tz
�
M
I�FI
r�
N
• •
O
CIS
0
O
O
N
O
TTxll
V
•
DATE : 02/05/21
DRAWN BY: pjg me
CHECKED Mc
REVISIONS
5/5" STUCCO ON
12x12 CONC. COL.
A
f
271 411 '
I
IO1 811 61 5"
4'0"x5'3"
a')11 Al I1M ;PA11 i\ice I I SH 4053
41 81'
ELEVATOR
�t
(2) SH 2ro (2) SH 2(o
6'2"xlo'4" 6'2"xlo'4"
6' 10" 13, 811 6' loll
O
ro
5/5" STUCCO 0
12x12 CONC. COL
O
Ln
�t
O Q)
O 11�
h
GENERAL NOTES:
I. VERIFY LOCATION OF UTILITIES W1 SUBDIVISION BEFORE
PROCEEDING WITH WORK,
2, CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHED. (OWNER, t OR
CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETC.)
3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING
SLIP JOINTS,
4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS,
5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS.
6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY
AND SIDEWALKS FOR LANDSCAPE LIGHTING AND
IRRIGATION,
1, VERIFY A/C UNIT'S SEER WITH ENERGY CODE.
8. USE TEMPERED GLASS AT ALL HAZARDOUS AREAS.
9, USE MOISTURE RESISTANT DRYWALL AT WET AREAS.
10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS,
EASEMENTS t SETBACKS PRIOR TO ANY CONSTRUCTION
AND SHALL IMMEDIATELY CONTACT t NOTIFY ARCHITECT
IF ERRORS OR PROBLEMS ARISE.
11, OWNER d OR CONTRACTOR IS RESPONSIBLE FOR
PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER
SUBDIVISION'S ARCHITECTURAL REVIEW BOARD.
10' 8" ' 8' 6" 8' 2"
• 8'O°x6'4"
42"H. ALUM. RAILING
(2) SH 4064
Al-
I
�
-
I eALCON`I' 1
I SW' CLG, HT,
DINING
TILE FL.
9'8" CLG. HT.
m
TILE FL.
I
4' 10" 41 loll
J
q ,
15' 4"
811 -
I
�
SI O° x 81
41 81' S11
ELEVATOR
_
s
'
IO'4"
IN. FL. `t
'
{�
CARE %l T RO
18.33'
N.A.V.D. _
I
co
91811 CLG. HT.
3' " x 8'
TILE FL.
131 411
�
5' 81, 3' 4" 3' 411
LA w
'
O
UP
4" DN
'
�
O
N
Sl-
0
>-O
z
TEMP.
L.
N
m
�
�
71 911
�p
m
--------
i{-1
1
--------
N
------------------------
__.
2' 6
--------
O
p I I tp
--------
-—————————
A4H
----
C
0Op
2' 8"
.
41 0
12'SII
Q.
�3911
41OII 51311
W
�TCHE
•
z
4
I�
.,
BEDROOM 2
- - ; - - 9'8" CLG, HT.
9'8" CLG. HT,
O ED TILE FL.
0-4
LLl
REF,
TILE FL.
N
W/
ICE
c O �
O `s
I
r- WALL BELOW)
I
I
d o
�
SH 4043 1111
4'0"x4'2" �� 6'O x810
FIXED FR. DR.
FALSE BALCONY
6' loll 131 811 1 6' loll
AREA CALCULATIONS
15T FL, A/C
553 S,F,
2N1) FL, A/C
1145 S,F,
31RD FL, A/C
IOr03 S,F,
Total A/C
2161 S,F,
ENTRY
34 S.F.
GARAGE a A/C CLOSET
526 S,F,
COV, PORCH
Ill S,F,
2ND FL, BALCONY
85 S,F,
3RD FL, BALCONY
85 S,F,
Total Non -A/C
84-1 S,F,
Total Uner Roof
31l S.P.
• Contractors to verify all
footages
• All areas are calculated to
outside dimensions,
N22040'31 "LJ
40, 02'
A
o P
O271 41'
14' 811 12' 8"
11 011
41 IO11
81 10"
3' S11
5/5" STUCCO O
—
—
12x12 CONC. COL.
— — —
— —
— — —
—
— _ _21 2_x 4' 2"
SH H34
-
- - -
- - -
- '
I
I
-
-
o
I
COv, FORCH
4,
4 41
I
C0
I
9'O" CLG. HT,
4
O
I
TILE FL.
�
x
I
N
Z
4S.
I
I
8'0"x8'0"SGD
O
O
I
ca
I
9' 3" (A
10,0' RE=4R SETBACK W
hose�ibb—
I _
\'r
I �
I
� Ipp
O-3
ILO
I
I
Q) _
�ry
2' r0,llllll,
Ly- N
41 411 3' 611 21 611 ELEVATO2
O
6.01
FLEX sFACE
I
i
Nil
9'O" CLG, HT,
811 31V40'
TILE FL.
Q11
(J
x
11
�
2ND. TO 3RD. FL.
I
20 EQ, RISERS Q 10"a II'&
RAILING 2'10" ABV, EDGE
I
O loll FIN. FL. �' - - - - - - -
IV
O
OF TR, I" NOSING TYP.
3 - 2 x 12 STRINGERS
(2) 1,0" RISERS +(1)
10" TREAD = 24,0"
--
QIST.
-119° FIN. FL.I1
TO 2ND. FL.
Q I
EQ. RISERSa 1,29 = 10'4
a
RAILING 2'10 ABV. EDGE
WOF
�3-
TR. 1" NOSING TYP.
2 x 12 STRINGERS
p
W
------(2)1,29"
RISERS +(1)
10" TREAD = 24,58"
O I
STEPS
I
�4 I
UP
I
20' O"
2' 4" 31 41'
- -
W.H. W/
II
RECIR
PUMP
E TIME
U
I
I
CURRENT COASTAL
U
CONSTRUCTION
-
CONTROL LINE
Q
I
UP
(P.B. 26, PG, 2l0)
I
O'O" FIN, FL.
I `t
RECORDED
♦�
8.0 N,A.V,D,
s
SEPTEMBER 13, 1998,
K)LU
Z
I
* x
XI
; -----
--------------------------------------
-- ;OVER
H
W
I
I
GARAGE C E
I
9'O" CLG. HT,
I r
O
'
-
'
�t
Q
TILE FL.
I1'O" CLG, HT,
1�
CONC, FL,
N
I
I
O
i
i
3' OII 8' OII I
fu
I
I
I
I I
2' 6"
I I I p
' 40" IN. FL,
ILl
I I
------------- -----
I _ _-
16'O"xa'0" I
I
BALCONY ABV.-
10,5r FRONT SETBACK _ —
01
10'
� 21' 4" 51 011 11 011
1 21' 4"
n
�� IST ��0I� PLAN �110�
ooe9�oo
(p
N24028'24"UJ
0
z
z Q>
z
6
pQcp
6-
0)O y E
o �
q» c I Q`-Q
O., W
Z—
ztY
zL ��Q
zo`
3:
00
v
Ou
0
U
O Q
g N Q s
q N
DATE : 02/05/21
DRAWN BY: p,jg me
CHECKED Mc
REVISIONS