AC302_M-P8P3S3_SECT_C-330230.pdf
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- W912ES-08-B-0004
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Amended Drawing AC 302
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Text version
45’ DISTANCE VARIES
EL. 630.4
45’
30’ ISLAND BERM
4’
EL. VARIES
6.5’
EL. 629.0
40’ (SEE NOTE 1) ISLAND BERM
DREDGING
BOTTOM WIDTH VARIES
50’ FROM NEW ISLANDS & EXISTING SHORELINE
MINIMUM
EXISTING GROUND
LINE (VARIES)
1V ON 4H
(BOTH SIDES)
SECTION
NOTES:
TURTLE MOUND
GRANULAR FILL
AVERAGE TURTLE MOUND
EL. 634.5, SEE NOTE 1
ISLAND OR SAND FLAT
DISTANCE VARIES
TYPICAL TURTLE MOUND
1. TURTLE MOUND MAY VARY BETWEEN EL. 634.0 AND EL.
635.0.
TOP OF ISLAND
BERM
V :4
H
V
ROCK GROIN
TOE OF ISLAND
BERM
TYPICAL ROCK GROIN
PLAN
MUD FLAT
EXISTING GROUND
LINE (VARIES)
GRANULAR FILL
1V ON 4H
(BOTH SIDES)
SAND FLAT
THRU SAND FLAT & MUD FLAT
RANDOM FILL
SECTION
ISLAND
NOTES:
1. THIS SECTION DENOTES FINISHED DIMENSIONS AND
ELEVATIONS. DIMENSIONS AND ELEVATIONS
NECESSARY DURING CONSTRUCTION TO MEET
SEDIMENT RETENTION NEEDS SHALL BE DETERMINED
BY THE CONTRACTOR.
2. MUDFLAT MAY VARY BETWEEN MAX. EL. 630.4 AND MIN.
EL. 629.9. MUDFLATS SHALL SLOPE TOWARD SAND BERMS
AND AWAY FROM ISLAND.
MAX. MUD FLAT
EL. 630.4, SEE NOTE 2
GRANULAR FILL
1V ON 4H
SAND FLAT
SECTION
EL. 630.4
TYPICAL SAND FLAT
EXISTING GROUND
LINE (VARIES)
ISLAND
1.5
EXISTING GROUND
LINE (VARIES)
1V ON 4H
1V ON 1.5H
(BOTH SIDES)
RIPRAP
EXISTING GROUND
LINE (VARIES)
NOTE:
ELEVATION
TYPICAL ROCK GROIN 2
SECTION
TYPICAL ROCK GROIN/VANE
GROIN EL TO MATCH EL OF BERM
TO WHICH IT’S ATTACHED.
EL. 630.5
EL. 632.0
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F il e
N a m e
P lo t
D a t e
P lo t
S c a le
D r a w in g u m b e r
S o li c it a t io n o
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
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TOP OF ISLAND
BERM
V
PLAN
TYPICAL ROCK J-HOOK VANE
ROCK J-HOOK
VANE
FLOW
TOE OF
ISLAND
BERM
RADUIS VARIES,
SEE ISLAND
PLANS
1.5
EXISTING GROUND
LINE (VARIES)
1V ON 4H
TYPICAL ROCK VANE
PROFILE
RIPRAP
(2.0’ MIN.)
AT VANE CENTERLINE
EL. 632.0
1. DISTANCE VARIES FOR J-HOOK VANES.
NOTE:
TOP OF ISLAND
BERM
V
ROCK VANE
TOE OF ISLAND
BERM
TYPICAL ROCK VANE
PLAN
FLOW
SHORELINE
EXISTING GROUND
LINE (VARIES)
EL. VARIESSECTION
ISLAND, DIKE
OR ROCK
MOUND
ACCESS DREDGING
G C
W J J F J S
H
G C
W J
B M
C-302
M
IS
C E
L L
A N
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U S
IS
L A
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ACCESS DREDGING SHALL BE MINIMIZED TO THE EXTENT POSSIBLE.
ACCESS DREDGING EXCAVATION SHALL BE TO A MAXIMUM DEPTH OF
EL. 624.3 AND A MAXIMUM BOTTOM WIDTH OF 80’. THE DREDGE CUT
SIDE SLOPES SHALL NOT BE STEPPED. MATERIAL REMOVED SHALL
BE PLACED ON THE ISLANDS IN AREAS DENOTED AS RANDOM FILL.
NOTE:
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