HomeMy WebLinkAboutRock SEAWALL PlanEDGE OF PROPOSED CONCRETE CAP
FP-475 VINYL SHEET PILING
Allowable Moment
5,467 ft-lb/ft
Section Modulus
20.5 In/ft
Moment of Inertia
45 in/ft
Impact Strength
13,750 in-lbs/I;
Thickness
0,250 in, 0,240 in
Section Depth
7.0 in
Section Width
24 in
Material
Weatherobte Rigid Vinyl
2'-0"
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-
KMA
ENGINEERING & SURVEYING
Seawall Plan View
ANCHOR
FP-475 x 12' VINYL SHEET PILING
APPROX. 507 EMBEDDED
Elevation View
/ APPROX, FINISHED GRADE
v
n
w 3/4' x 8' GALV, TIE -BACK ROD CLEAN FILL
z w/ NUTS & 4' x 112' WASHER `
EACH END TYR
w RUSHED DRAINAGE ROCK
(U EXISTING WOOD SEAWALL-1 I
II
18' X 18' X 18' CONCRETE ANCHOR
w/ (2) #5 BARS EACH WAY
Seawall Section View
KMA Engineering & Surveying, LLC
Consulting Engineers & Surveyors
80 Royal Patin Pointe, Suite 401 Vero Beach, Fl. 32960
Phone: (772) 569-5505 Fax: (772) 569-1455 E-Mail: civil®kmafl.com
Certificate of Authorization Number: 33705
' x 18' CONCRETE CAP w/1' CHAMFER
4' X 8' #3 HOOP 24' O.C.
#5 BAR CONTINUOUS
12 TOP / 2 BOTTOM
�2 112' EMBEDDED IN CAP
60 LF, 4' PERF. DRAIN PIPE
w/ 4' DRAIN/GRILL AT WALL
—APPROX. MHWL
I
-FP-475 VINYL SHEET PILING
12' PANEL APPROX. 50% EMBED
—APPROX, RIVER BOTTOM
NOTES:
1. 3,500# CONCRETE PUMP MIX w/FIBERMESH
2. SPONGE FINISH FACE, SURFACE & CHAMFER
3. NEW WALL LOCATED WITHIN 12" OF EXISTING
WALL (WETFACE TO WETFACE), AS PER CODE
4. EMBEDDED CONCRETE ANCHORS SHALL NOT
INTERFERE WITH PROPOSED POOL SHELL AND
DEPTH BELOW GRADE MAY BE ADJUSTED.
DATE:
DATE=
Scott B. McGuire, P.E. David S. Knight, P.E.
Fl. Reg No. 39573 Fl. Reg No. 41060
Princess Rock
51 Sovereign Way, Ft. Pierce, FL 34949
CORE General Contractors, Inc.
P. O. Box 643711 Vero Beach, FL 32964
772.234.4250 Phone 888.858.1492 Fax