HomeMy WebLinkAbout2010 - (#56) Canal Grading Wall Segmented Retaining WallO
EL = 3.86
EL = 3.11
`A>
WALL #1 PROFILE
TOTAL LENGTH 55'
AREA 152.00 SQ. FT.
CAPS NOT INCLUDED IN AREA TOTAL
LIVE LOAD = 200
DEAD LOAD = 50
LOCATION MAP
FLEIVIING STREET.
Benchmark top of sidewalk.
Assumed El. = 10.00 --\
CONC. WALK C.
C 00
B c� .
O�
Cut blocks to match edge of existing pK.
concrete typ. both sides
EL=S
EL = 5.11
EXTEND GEOSYNTHETIC
0
EL = 10.00
EL = 5.25
REINFORCEMENT TO Standard Unit
WITHIN 2" OF THE
LOWER BLOCK FACE
Tapered Unit
1 0" MIN
RSA II
REINFORCEMENT CONNECTION DETAIL
(NOT TO SCALE)
Typical section. Not for Geogrid lay ut.
See profile for length and location of
Geogrid
Adhere cap units to C.M.U. l?er-\
manufactures recommendat ons
"Liquid Nails" is an approve product.
Maintain running bond and lock setback.
PISA II SRW Units
Existing sheet pile wall
and cap
Wall # 1 Wall #2 —J
Encase foundation stone
in filter fabric.
Assumed El top of existing seawall �o
cap (6" above channel) typ. north Existing crushed
side concrete base
Assumed El. top of existing seawall cap o
from assumed benchmark (see above) ~
Existing sheet pile wall
In
Er
pro
Dead Load = 50 psf
Live Load = 200 psf
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=..12 /////////////////,�/�Rl
/ /Geo rid Strata rid 150 //
NN
/See Profile for Length and Location
j\//\//
/NN
Geogrid Stratagrid 150 j\\ j\\ j\\
\/\vee Profile for Lengthand Location, \\/
# 57 Drainage Stone /// /// /// ///
,d per \\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\
sheets \/� rain Tile,/ /\///\/\A A N
\ \Geogrid Stratagrid 150/\\/\\/\\/\\/\
\/See Profile for Length and Location'\//
\/\/\ \
Place filter fabric to separate/\
soil from drainage stone typ. /\//NN, N,
\ �/; ; d Place F OT #5/7 stone com //\�
\\ \\ \\ \\ \ 6 X18 pa pact \/\\/\ ,
with minmum of 6 passes with vibrating
\\/ compactor. �
_\/,
TYPICAL X-SECTION
CANAL GRADING WALL
A T FLEMING ST. BETWEEN
WIMBRD W DR. & LA YPORT DR.
SEBASTIAN, FL.
SEGMENTED RETAINING WALL
BY
ISLAND PAVERS
WALL #2 PROFILE
TOTAL LENGTH 55'
AREA 173.66 SQ. FT.
CAPS NOT INCLUDED IN AREA TOTAL
LIVE LOAD = 200
DEAD LOAD = 50
Corner Unit
PISA STONE Coping
RISISTONE UNITS
PISA II
M
EL = 3.50
EL = 2.75
Revers -a -Cap Coping
Underdrain piping may be ABS or PVC
flexible 4" piping, provided perforations
shall not be less than 23,000 mm2 per
square meter of inside pipe. Drain
Pipe through wall max. spacing 50' c-c
DRAIN PIPE THROUGH
WALL DETAIL
NOTES:
1 Backfill to be compacted in 6" lifts to 95% AASHTO T-99
Backfill shall be clean free draining granular material free of
organic material. Backfill soils shall have an angle of internal
friction of 300 or greater.
2 Filter Fabric per FDOT index 199 Type I D-2 (Mirafi 140N or
Equal).
3 Work shall be performed in accordance with manufacture's
specifications, as provided for by NCMA, and in accordance
with FDOT Standard Specifications For Road and Bridge
Construction Current Ed.
4 These plans are designed specifically for use at the canal
grading wall at Fleming St. between Wimbrow Dr. & Layport
Dr. Sebastian, FI. No other location is intended, implied or
authorized.
5 Contractor shall contact appropriate utilities for underground
locations prior to any excavation.
6 The elevations and slopes at the top of wall and toe of wall
are an integral part of the structural design of these plans
and must be incorporated into the work. The elevations and
slopes of the ground lines and horizontal locations shown on
these plans must be approved by the site engineer prior to
incorporating the wall into the civil plans.
7 Erosion protection for the grading is not part of these plans
and no consideration for erosion has been taken unless
specifically addressed in these plans.
8 Collum Engineering, Inc. has not been employed to
investigate the efficacy of the existing seawall and makes no
assertion regarding loads imposed by additional surcharge.
Structural adequacy of the existing seawall is the
responsibility of others.
9 This design meets Florida Building Code 2007 requirements