HomeMy WebLinkAboutSEAWALL PLAN_`;
5/8" ALLTHREAD
W/ NUTS AND WASHERS (HDG)
RECESS CUT 8"X8" WAILER
ZX6" TOP \
TOP OF PROPOSED WALL 3.3± NAVD
2"x6" DECK
3" SS FAST
8"X8" WAILER
m
8"X8" WAILER
APPROX. MHW ELEV.
-0.7+ NA VD
MUCK
13'±
MATCH EXISTING
GRADE 3" BELOW TOP OF WALL
FOR SOD.
—4"X6"WAILER
/ TOP OF EXISTING WALL EL 2.3±
EXISTING WALL
L PUNCH THROUGHCUT AS NEED FOR NEW DEADMEN/ANCHOR AS SPECIFIED
5/8" ALL TREAD HDG W/ 6"'L BEND'
I I
I
�—EXISTING WOOD WALL TO REMAIN
I
I
I
10'±
Section A -A
3000 PSI FIBER MESH CONCRETE
24-x24-X12- (TYP)
Plan View A -,a]
CONCRETE
SEAWALL
BLOCK 23
LOT C
NEW WALL TIN FRONT OF
EXISTING WOOD WALL.
EXISTING WOOD WALL
TO REMAIN
PROJECT DESCRIPTION
INSTALL VINYL WALL WITH WOOD CAP IN FRONT OF EXISTING WALL. WALL LENGTH APPROX.
240 LF WITH RETURN AT EITHER END.
NOTES:
1. ALL LUMBER TO BE C.C.A. 0.60 MARINE GRADE (MIN.)
2. ALL FASTENERS TO BE HOT DIPPED GALVINIZED UNLESS OTHERWISE NOTED.
3. 14' VANGUARD STANDARD VINYL PANELS (MANUFACTURE SPECIFICATIONS ATTACHED)
4. GRADE AND SOD SITE UPON COMPLETION.
5. ALL ELEVATIONS AS SHOWN ARE BASED ON NAVD(88).
6. CONTRACTOR TO CONTACT ENGINEER PRIOR TO COMMENCEMENT FOR INSPECTIONS.
Of
Z)
O
U
U)
U)
MW
W
WI
W
BLOCK 23
LOT D
INDIAN RIVER LAGOON
34b �•111A1 NUIlJadSNl Ohi
80 got NO -Ld3N 39 isnvj
3d C NV SNV1d
2 [ - 31H0
AS 03AUTA3a
oEaVndP10 ao,a
®3M-4IA3a
NOISIAIO VNI011l19
AlNf10O 31Ol11 1$
North
120'
Graphic Scale
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED MY FIELD INSPECTORS THAT
MAY HE NECESSAiY IN ORDER TO
COMPLY WITH ALL APPIJOA146 CODES,
Ci�IIV -+�w i l Jl IitnJ vil pi iHCi1MCN IJ
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
BLOCK 23
LOT E
��yµ y, ,�, `B.wY
St L.uc4e County
9.0"
18.0"
SHAPE
Z
STIFFNESS
33.41
LB-IN2/FT
THICKNESS
0.330
ALLOWABLE MOMENT
5,292
(IN)
(M)FT-LB/FT
WIDTH
18 -
MODULUS OF ELASTICITY (E)
180,000
(IN)
PSI
DEPTH
900
ULTIMATE TENSILE STRESS
6SDC
(IN)
PS
SECTION MODULUS
19.$4
CREEP LIMBED STRESS
3,200
(Z) IN 3/FT
PS
MOMENTOFINERTIA
9793
COLOR
SLATE GREY
M In 4/ft
OR CUSTOM;Z.ED
'Ihe minasshoen in This d«umeart ace a"etoges and meyvaey. Nn,,..m,, dmy k➢ui aru male ua to III, wobdoy of Ya+.p�ard �,"p 3canit tut
any, vniauLr application., rc,Wti ohum,d th.f.
MARK
REVISION
THE DRAWINGS ARE THE
PROPERTY OF THE
ENGINEER. WHETHER THETHE
PROJECT FOR WHIDH Y
ARE MADE IS EXECUTED OR
NOT. COPY OR USE FOR
OTHER PROJECTS IS
PERMITTED ONLY BY
DESIGNED
KMA
DRAWN
CRW
CHECKED
SBM
WRITTEN CONTRACT WITH
THE ENGINEER,
UNAUTHORIZED USE WILL
HE
TO THE PROSECUTED COPYRIIGHTURSUANT LAWS.
SCALE
AS NOTED
DATE
BY
DATE
n, /In Hn<n
KNIGHT, McGUIRE & ASSOCIATES, INC.
KMA CONSULTING ENGINEERS AND PLANNERS
VERO BEAC 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
? PHONE: (772) 569.5505 FAX: (772) 569.1455 E-MAIL: Civil@KnightMcGuire.com
- { CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
Wyenandt Residence
St. Lucie County, Florida 34949
Seawall Plan
DATE: DATE: SHEET
Scott B. McGuire, P.E. I David S. Knight, P.E. 1 of 1
Fl. ReR No. 39573 Fl. Ree No. 41060