B.08.03_Amendment_2_Updated_Drawing_C-11.pdf
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- C44 Reservoir STA Project, C44 Intake Canal Bank Stabilization ICBS, Martin County, Florida
- Solicitation number
- W912EP19R0013
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Updated Drawing C-11
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RIPRAP AS SHOWN IN THIS DETAIL.
5. EXCAVATION OF EXISTING SLOPE REQUIRED TO INSTALL
MAY BE ADJUSTED.
PERCHED WATER TABLE, THE TOP OF RIPRAP ELEVATION
4. AT DIRECTION OF THE GOVERNMENT, IN LOCATIONS WITH A
OF WORK.
OTHER AREAS DISTURBED OR DAMAGED DURING EXECUTION
SLOPES STEEPER THAN 4:1 (H:V). REPAIR AND SEED ANY
3. REPAIR AND SOD ANY AREAS DISTURBED OR DAMAGED WITH
GEOTEXTILE.
2. REFER TO SPECIFICATIONS FOR DETAILS ON RIPRAP AND
DRAWINGS C-01 THRU C-09.
1. TOP OF BANK ELEVATION IS SHOWN ON THE GRADING
CHANNEL BANK CHUTE (BY OTHERS)
EXISTING ACBM
EXISTING GEOTEXTILE FABRIC
EXISTING ACBM
EXISTING BEDDING STONE
EXISTING ACBM
EXTEND FABRIC
TO SURFACE
STEP 2
STEP 1
GEOTEXTILE FABRIC
STONE
EXISTING BEDDING
FABRIC
EXISTING GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
OVERLAP
FABRIC 12"
NEW RIPRAP EXISTING RIPRAP
EXISTING RIPRAP
STEP 2
STEP 1 STONE
EXISTING BEDDING
FABRIC
GEOTEXTILE
EXISTING
FABRIC
GEOTEXTILE
EXISTING
STONE
EXISTING BEDDING
FABRIC
GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
RIPRAP, TYPE A
(12" TO 18" THICK )
SHEET PILE (BY OTHERS)
AT SHEET PILE)
(EXTEND TO SURFACE
GEOTEXTILE FABRIC
OVERLAP
FABRIC 12"
NEW RIPRAP
EXISTING RIPRAP
STEP 2
STEP 1
FABRIC
GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
FABRIC
GEOTEXTILE
EXISTING
RIPRAP
EXISTING
THICK
18" RIPRAP TYP. "A"
EXISTING GRADE
EL 3.0
EL 15.3
THICK
12" RIPRAP TYP. "A"
EXISTING GRADE
EXISTING GRADE
THICK
18" RIPRAP TYP. "A"
EL 3.0
THICK
12" RIPRAP TYP. "A"
EL 13.0
THICK
18" RIPRAP TYP. "A"
EL 13.0
FOR LOCATIONS
SEE AS-BUILT DRAWINGS
NOTE:
(ELEV. VARIES)
CANAL TOP OF BANK
TOE OF RIPRAP
OF CANAL
CENTERLINE
SOD
ELEVATION 15.3
J S
U B
M
IT
T E
R
C-11
A
C
IV
IL
-C
IC
B S -C
F .d g n
R A
V
4'
GEOTEXTILE TYPE 1
GEOTEXTILE TYPE 1
GEOTEXTILE TYPE 1
H D
R
ELEVATION 13.0
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
GENERAL NOTES
NOT TO SCALE
RIPRAP TO SHEETPILE TRANSITION DETAIL
FILL AND SOD
CROSS SECTION DETAIL - TOE
NOT TO SCALE
A
TYPICAL CROSS SECTION - (SEE SHEETS C-01 THRU C-09)
18"±
18"±
CROSS SECTION DETAIL - TOP
WATER SURFACE ELEV. VARIES
FILL AND SOD
H D
R
C-10 NOT TO SCALE
B CHUTE TRANSITION DETAIL
RIPRAP TO ACBM
C-10 NOT TO SCALE
C
NOT TO SCALE
TRANSITION DETAIL
RIPRAP TO RIPRAP
C-10 NOT TO SCALE
D
NOT TO SCALE
DETAIL @ BOAT RAMP
RIPRAP TO RIPRAP TRANSITION
25'
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