HomeMy WebLinkAboutSurvey9
Ol 20, 401 w
SEASONAL HIGH WATER LINE
GRAPHIC SCALE: 1" = 20'
ELEV. 5.3 NAVD OF 1988.
I LOCATED DECEMBER 16, 2021,
8.4
_..__. ...._- _.i' L ' `k I I
. ... . . ... ..... .
v 13 6. Arl.,'
7
D SEAWARD ISTANCc
EXTENT OF FILL 250.62'
a 65*311,28, W 128.44' s6i'21i-mr.w
51 j
cl 7
OE OF SLOPI
"P
i 12 I i 3
2 112
oe. III soj E
E
RIFY S.3 '-'9
f
A, ;EASTE LY LIMITS OF,, k
11114 4�' 1 i DUNE GRASSES
10
_v.
Eli: 0
115 G'
S-65'al ul w W31' W
SEAWARD
EXTENT OF CUT I m I >1I xi 1
to -9.0
R
So
A, 5,6
DEPARTMENT NATURAL RESOURCES
\WESTERLY MOST MEAN HIGH WATER LINE,
CURRENT COASTAL CONSTRUCTION LOCATED ON DECEMBER 16, 2020,
CONTROL LINE DUNE GRASS ELEVATION 0.50', NAVE OF 1986,
I PLAT BOOK 26, PAGE 26
1 RECORDED SEPTEMBE _15, 1988
197*2 DEPARTMENT NATURAL RESOURCES
I OLD COASTAL CONSTRUCTION SETBACK LINE I
PLAT BOOK 19 PAGE 8
Atoo
- — ------- Alo'o
. .... .... zo
// w
—20 u zu 4U bu du IUL) lzu 14U Ibu I tsu 20D 220
DIMENSOMS PROVIDED ARE PERPENDICULAR TO THE 1988 COOL
CROSS SECTION A -A
PILE FOUNDATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.*
—REVI S I O N S-
240 260 280 300 320 340 .5bU .51ju 4UU 42U 44U
LEGEND
AREA OF CUT (EXCAVATION)
AREA OF FILL (DiBANIaNNY)
NOTE.
TEMPORARY EXCAVATION ASSOCIATED WITH THE FOUNDATION CONSTRUCTION TO BE STORED
WITHIN THE FOOTPRINT OF THE RESIDENCE.
FIELD
4400 BELLE GROVEDRIVE
FT. PIMCE.FL34981
PROM: 722-33M26
FAX-771-464-1385
LLC =&pd225ft.1—
2
z
L
LLI
zto
-
0 ELEVATION LINE
STREET ADDRESS
4852 WATERSONG WAY, FORT PIERCE, FL 34949
LEGAL DESCRIPTION
BEING ALL OF LOT 44, ACCORDING TO THE PLAT OF
WATERSONG P.U.D. THEREOF AS RECORDED IN PLAT
BOOK 42, PAGE 34 A-D, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
SAID PARCEL CONTAINING 0.12 ACRES, MORE OR LESS.
GENERAL NOTE
1. ALL ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVE 1988). TO CONVERT TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD
1988) ADD 1.49 FEET. NAYD 1988 + 1.49 - NGVD 1929.
2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE COORDINATE
SYSTW. EAST ZONF, NORTH AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY
ADJUSTMENT OF 1990. (NAD 83/90)
3. BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY ARNOLD SURVEYING, INC., JOB
NO. 2G--547, LAST DAY OF FIELD WORK, 12/16/2020.
4. 1 HEREBY CERTIFY THAT THE FILL MATERIAL MEETS THE SPECIFICATIONS OF
SUBSECTION 6213-33.005(7), F.A.C.
CUT & FILL CALCULATIONS
1. ANY AND ALL DEBRIS SHALL BE REMOVED FROM THE STE AND DEPOSITED AT AN UPLAND
DISPOSAL STE
2. LOT "
EXCAVATION SEAWARD OF THE COOL - 136.8 O.Y. INCLUDING PILE EXCAVATION
FILL SEAWARD OF THE COCL - 243.0 C.Y. (INCLUDES 25X FILL COMPACTION)
NET FILL TO BE PLACED SEAWARD OF THE CCCL - 106.2 C.Y.
LEGEND
PROPOSED PAVER DRIVEWAY
EXISTING ELEVATION
P OPOSED ELEVATION
DRAINAGE FLOW DIRECTION
• PROPOSED SANITARY MANHOLE
EXSTING CONTOUR
PROPOSED CONTOUR
WATERSONG P.U.D. — LOT #44 1 — SCALY: "211
. VERT. SCALE- 1"=20'
GRADING & DRAINAGE PLAN JOB Na 20.095
%W 1 OF 1 )