HomeMy WebLinkAboutSeawall Plan5C-0"
re EDGE OF PROPOSED CONCRETE CAPN
L 5'-0" � 10'-0" L 10'-0" 1, 10'-0" L 10'-0" 1, 5'-0" I,
Seawall Plan View
FINISHED GRP
DE
ONCRETE CAPI- -I
8' X 118' X 18' I--!
__NCRETE ANCHOR___________
FP-475 x 12' VINYL SHEET PILING
APPROX. 507 EMBEDDED
FP-475 VINYL SHEET PILING
Allowable Moment
5467 ft-lb/ft
Section Modulus
26.5 Jn/ft
Moment of Inertia
45 in/ft .
ImpactickneStrength
13,750 in-lbs/in
Thss
0.250 in, 0.240 In
Section Depth
7.0 In
Section Wltlth
24 In
Material
Weatheroble Rigid Vinyl
2'-0"
KMA
ENGINEERING & SURVEYING
Ver° Dock. cm
Elevation View
a
m 3/4' x 8' GALV.
c w/ NUTS & 4' �
z EACH El
J W
H
in
I eg_vv
fU u +
APPROX. FINISHED GRADE
/CRUSHED DRAINAGE Ti
I
Il`
I
EXISTING WOOD SEAVAL_L—I I
II
II
18' X 18' via' CONCRETE ANCHOR L'`-i
w/ (2) #5 BARS EACH WAY
Seawall Section View
I.
I' x 18' CONCRETE CAP w/1' CHAMFER
' X 8' #3 HOOP 24' O.C.
#5 BAR CONTINUOUS
2 TOP / 2 BOTTOM v
'-2 1�/2' pEMBEDDED IMnA NCAPCAP
65 L
-APPROX. NHVL
u7
NOTES:
APPROX, RIVER BOTTOM
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.
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