HomeMy WebLinkAbout2009 - (#4) Seawall Details Canal Stormwater Retrofit Project18" X 12" CONCRETE CAP
"SEE CAP DETAIL"
5 EL. 19.50
EL. 18.875
2'-10.5"
,., EL. 16.00
�l
3.75
ESP 6.5 -`
SHEET PILE
8' LONG, TYP
4
SAND 1 I TYP
FILL
10'
PERMANENT DRAINAGE
EASEMENT
10' (MI.N.)
EXIST. CAP SHALL BE
BROKEN OFF AND BURIED
CONT. NON -WOVEN FILTER FABRIC
ENTIRE LENGTH OF WALL W/
GRAVEL BACKFILL BETWEEN
SHEETS ALL AROUND
MR -2 ANCHOR @ 12'0.C:
"SEE TABLE"
EVERDRAIN AT THE SIDE OF
VINYL SHEET, INV. EL. 16.00
5/8"0 TIE -ROD @
12' O.C., TYP
3' (MIN )
A T 18" X 12" CONCRETE CAP
E "SEE CAP DETAIL"
g" NOTE:
1. CHANNELS SHALL BE BOLTED W/
1/2"0 BOLTS AT 3' SPACING PRIOR TO
BACKFILLING.
TYPICAL SECTION 2. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000
Scale: 3/4"=1'-0" PSI @ 28 DAYS.
3. REBAR COVER TO BE 2" INCHES
WHEN FORMED 3 INCHES WHEN
POURED AGAINST EARTH.
4. ALL DIMENSIONS SHALL BE FIELD
VERIFIED BEFORE THE START OF
WORK AND ANY CHANGES
VERIFIED TO THE ENGINEER PRIOR
TO COMMENCEMENT.
5. ELEVATIONS SHOWN AS NGVD.
12' TYP. SPCNG. FOR STANDARD BULKHEAD. SEE "ANCHOR TABLE" FOR LOCATIONS
TO DETERMINE MINIMUM REQUIRED PRE -LOADING. IF MINIMUMS CANNOT BE
CONT. NON -WOVEN ACHIEVED, SHORTER LENGTHS IN TABLE SHALL BE USED.
FILTERFABRIC ENTIRE \
LENGTH OF WALL
® O
5/8" DIA X 12' ALL THREAD
COATED W/ COAL TAR EPDXY
@ 12' O.C. "SEE CHART"
jr, i r iLTER DRAIN AT THE SIDE "r
VINYL SHEET INV. EL. 16.00 @ 6' O.C., TYP.
TIEBACK PLAN VIEW
Scale: 3/4"=1'-0"
1/2"0 SANDWICH BOLTS
@3'O.C.
7111
2 EL. 22.00
EL. 21.375
EL. 16.00
SL�P� ,�O
#3 REBAR STIRRUP ((ia�l F O.C.
AND 4" FROM EACH -SIDE
11
3.75
ESP 6.5 '
SHEET PILE
12' LONG, TYP
10'
PERMANENT DRAINAGE
EASEMENT
4
1 TYP
5/8"0 TIE -ROD @
4* 8' 0. .1 TYP
EXIST. CAP SHALL BE
BROKEN OFF AND BURIED
MR -2 ANCHOR @ 8' O.C., TYP.
"SEE TABLE"
CONT. NON -WOVEN
FILTER FABRIC ENTIRE
LENGTH OF WALL W/ GRAVEL
BACKFILL BETWEEN SHEETS
ALL AROUND
EVERDRAIN AT THE SIDE OF
VINYL SHEET, INV. EL. 16.00
81,
FLEMING BRIDGE - TYPICAL SECTION_
Scale: 3/4"=P-0"
OF EXSPANSION JOINT, TYP. 1811
2- CONT. #4 REBAR-,,,,,- 3" 3"
CONT. C3 X 4.1 CHANNEL-,,
EA. SIDE, TYP.
F'
v v
1/2" 0 SANDWICH BOLTS -1,` 3"
@ 3' O.C. -�� 12"
3"
18" X 12" CONC. CAP
D D C D o D
1/2 " CHMFR OR RADIUS
ANCHOR PRE -LOAD TABLE
LOCATION SPACING PRE -LOAD
STANDARD
BULKHEAD
STA. 12+00 TO
STA. 14+00
FLEMING
(ft)
(kips)
8
6.5
10
8.1
12
9.8
8
7.9
10
9.9
Everlast Synthetic
Products, LLC
I I CE45
mmS7:P:D
1000 Wyngate Pkwy, S-100
Woodstock, GA 30189
(800)687-0036
Cert. of Auth. #26964
ESMT
LINE
THIS DRAWING CONTAINS \
PROPRIETARY INFORMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL NO;!
BE COPIED, REPRODUCED, OR
MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRIOR
WRITTEN PERMISSION FROM
EVERLAST SYNTHETIC
PRODUCTS, LLC. J
/Carl Hazenberg P.E. (FL# 60320)
1000 Wyngate Parkway Suite 100
Woodstock, GA 30189
Phone: 800-687-0036
Everlast Synthetic Products, LLC
Cert. of Authentication #26964
SEAL
� 1
Revisions:
WE
CAP DETAIL BRIDGE 6 7.1 \ J
Scale: N.T.S. BULKHEAD 8 9.5 /sheet:
(PRELIMINARY) 1 of 2
Date: Project #:
03/03/09
Drawn By: Scale:
JMG AS SHOWN
4"-8" CRUSHED CONC. RIP
RAP @ BASE OF COLLAR
1/2" FOAM EXPANSION BOARD
@ 48' O.C. +/- SEALED WITH
NON -SAG SEALANT "SEE EXPA:
JOINT DETAIL"
1/2"0 X18" S.S. DOWELS AT -�
EXPANSION JOINTS. PLACE
PARALLEL AT 6" AND GREASE
ONE END @ 48' O.C. +/- "SEE
EXPANSION JOINT DETAIL"
2- CONT. #4 REBAR
1/2"0 SANDWICH BOLTS
@3'O.C.
#3 REBAR STIRRUP @ 1' O.C.
AND 4" FROM EACH SIDE OF
EXPANSION JOINT
CONTINUOUS C3 X 4.1
CHANNEL EA. SIDE
18" X 12" CONC. CAP
18" X 12" CONCRETE CAP
"SEE CAP DETAIL"1
4
SAND 1 ( TYP
FILL
T.O.C. EL. 19.50 BA
ROKEN AND B
EL. 18.875
- EXIST. SEAWALL
. _----_-----F. P_ -- ------------------------- ---------------------------------------------
°
HDPE PIPE
EXTENSION SIZE
VARIES
G
FIN. GR. EL. 16.00 � :------- --- -----• -- --------------------------------------------------------------------- ----
- - ------ --------- - - ----- ------------------------------------------------------------------------
NWL EL. 15.50
1
3.75
NON -WOVEN
FILTER FABRIC
61
DRIED
CONT. NON -WOVEN FILTER FABRIC ENTIRE
LENGTH OF WALL W/ GRAVEL BACKFILL
BETWEEN SHEETS AND ALL AROUND
TYPICAL STORM WATER PIPE COLLAR SECTION__
Scale: 3/4"=1'-0"
5/8" O X 12' ALL THREAD
Y -SHAPED TIEBACK COATED W/
COAL TAR EPDXY, TYP. 48'0.C.
—T
"SEE EXPANSION
JOINT DETAIL"
48'+/- O.C.
6
5/8" COUPLER NUT
_ 5/8" 0 X 12' ALL THREAD
TIEBACK AND COATED W/
COAL TAR EPDXY, TYP.
TYPICAL EXPANSION JOINT PLAN VIEW
Scale: V=F -0" - -
COUPLING VARIES UPON EXIST.
PIPE SIZE MEET/MATCH EXIST.
INV. EL. TO OUTFALL, TYP. T.O.C. EL. 19.50 Y
EXIST. DRAINAGE PIPE,
SIZE &TYPE VARIES CONCRETE CAP
SEE CAP DETAIL ,,•
}
4 - #4 HORIZ. REBAR `' ____1
LENGTH VARIES, TYP.
EA. SIDE AS SHWN
NOTE:
1. CHANNELS SHALL BE BOLTED W/
1/2"0 BOLTS AT 3' SPACING PRIOR TO
BACKFILLING.
2. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 300
PSI @ 28 DAYS.
3. REBAR COVER TO BE MINIMUM 211
INCHES WHEN FORMED 3" INCHES
WHEN POURED AGAINST EARTH.
4. ALL DIMENSIONS SHALL BE FIELD
VERIFIED BEFORE THE START OF
WORK AND ANY CHANGES
VERIFIED TO THE ENGINEER PRIOR
TO COMMENCEMENT.
5. ELEVATIONS SHOWN AS NGVD.
JET FILTER DRAIN AT THE SIDE OF
VINYL SHEET INV. EL. 16.00 @ C O.C.
FIN. GR. EL. 16.0
NWL EL. 15.50
an
r 51t MI
i,
4"-8" CRUSHED CONC. RIP
RAP @ BASE OF COLLAR
}
VARIES
BOTTOM OF RIP RAP
WITH GEOTEXTILE
TYPICAL STORM WATER PIPE COLLAR ELEVATION_
Scale: 3/4"=1'-0"
1/2"0 X 18" S.S. DOWELS AT
EXPANSION JOINTS. PLACE 611
PARALLEL AT 6" AND GREASE
ONE END @ 48' O.C. +/- "SEE
EXPANSION JOINT DETAIL"
1/2" FOAM EXPANSION -
BOARD @ 48' O.C.
EXPANSION JOINT DETAIL
Scale: 2"=F -0'f - -- -.
In
CONTINUOUS STEEL
CHANNEL EA. SIDE
AS SHWN
10 - #4 VERT. REBAR
LENGTH VARIES, TYP.
EA. SIDE AS SHWN
Everlast Synthetic
Products, LLC
1000 Wyngate Pkwy, S-100
Woodstock, GA 30189
(800)687-0036
Cert. of Auth. #26964
/
THIS DRAWING CONTAINS
PROPRIETARY INFORMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL NO]
BE COPIED, REPRODUCED, OR
MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRIOR
WRITTEN PERMISSION FROM
EVERLAST SYNTHETIC
`RODUCTS, LLC.
/Carl Hazenberg P.E. (FL# 60320)
1000 Wyngate Parkway Suite 100
Woodstock, GA 30189
Phone: 800-687-0036
Everlast Synthetic Products, LLC
Cert. of Authentication #26964
SEAL
Revisions:
0
Whl
)'Sheet:
2of2
Date: Project #:
03/03/09 4276
Drawn By: Scale:
JMG AS SHOWN
511
..� 611
.
EXPANSION JOINT DETAIL
Scale: 2"=F -0'f - -- -.
In
CONTINUOUS STEEL
CHANNEL EA. SIDE
AS SHWN
10 - #4 VERT. REBAR
LENGTH VARIES, TYP.
EA. SIDE AS SHWN
Everlast Synthetic
Products, LLC
1000 Wyngate Pkwy, S-100
Woodstock, GA 30189
(800)687-0036
Cert. of Auth. #26964
/
THIS DRAWING CONTAINS
PROPRIETARY INFORMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL NO]
BE COPIED, REPRODUCED, OR
MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRIOR
WRITTEN PERMISSION FROM
EVERLAST SYNTHETIC
`RODUCTS, LLC.
/Carl Hazenberg P.E. (FL# 60320)
1000 Wyngate Parkway Suite 100
Woodstock, GA 30189
Phone: 800-687-0036
Everlast Synthetic Products, LLC
Cert. of Authentication #26964
SEAL
Revisions:
0
Whl
)'Sheet:
2of2
Date: Project #:
03/03/09 4276
Drawn By: Scale:
JMG AS SHOWN