AC301_M-P8P3S3_SECT_C-330129.pdf
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- Solicitation number
- W912ES-08-B-0004
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Amended Drawing AC 301
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| AC113_M-P8P3S3_STPLN_C-111328.pdf | ||
| Pool 8 Amendment 1.doc | DOC document | |
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Text version
4’
25’ 25’
F
A B C D E
A/2 E/2
EL. 630.5 +/-
5’
EL. 632.5
F
A E
B D
50’
40’
50’ 4’
8’
TYP
40’
40’
1V ON 1.5H
(BOTH SIDES) FLOW
SECTION
EXISTING GROUND
LINE (VARIES)
CONTROL
LINE
NOTE:
EL. 633.0
EL. VARIES
(SEE NOTE 1)
GRANULAR FILL
MATERIAL
1. TOP OF RIPRAP EL. 632.0 AT
MIDPOINT AND EL. 631.0 AT ENDS. SEED ISLAND C2A
GRANULAR FILL
MATERIAL
ROCK MOUND
EXISTING GROUND
LINE (VARIES)
TOP EL.
SECTION
TYPE A ISLAND
BERM
EL. 632.0
BERM
EL. 632.0
FINE MATERIAL CONTROL LINE
EXPOSED SIDE SHELTERED SIDE
GRANULAR
FILL MATERIAL
NOTES:
6" RANDOM FILL MATERIAL
OR GRANULAR FILL MATERIAL
(SEE NOTE 2)
1. GROINS/VANES NOT SHOWN FOR CLARITY.
2. RANDOM FILL MATERIAL FROM ACCESS DREDGING SHALL BE PLACED IN
A 6" THICK LAYER BELOW THE FINE MATERIAL. IF ACCESS DREDGING
IS NOT REQUIRED, THIS AREA SHALL BE GRANULAR FILL MATERIAL.
CONTROL LINE
GEOGRID
2 LOGS, SEE NOTE 1
1.5
1.5
.0
C O
V E
R
EXISTING GROUND
LINE (VARIES)
SECTION
ROCK/LOG-ISLAND/SILL
ROCK MOUND
ROCK,
SEE NOTE 1
A B C D E
TOP
EL.
FISLAND NAME TYPE
FINE MAT’L
DEPTH
ISLAND DIMENSIONS (IN FEET UNLESS OTHERWISE NOTED)
ISLAND C2A
STA. 0+00
STA. 0+90 TO 1+10
STA. 2+00
ISLAND C2B
STA. 0+00 TO 2+20
ISLAND C2C
STA. 0+00 TO 1+60
ISLAND C2
STA. 0+00 TO 22+60
STA. 25+60
STA. 26+30 TO 30+70
STA. 31+40
STA. 34+40 TO 38+00
ISLAND C3
STA. 0+00 TO 15+00
ISLAND C4
STA. 0+00 TO 7+00
STA.7+00 TO 14+00
STA.14+50 TO 29+00
ISLAND C5
STA.0+00 TO 12+00
ISLAND N2
STA 0+00 TO 8+67.28
ISLAND N2
STA 11+67.28
SEED ISLAND
SEED ISLAND
SEED ISLAND
SEED ISLAND
ROCK/LOG ISLAND
B
B-1
ROCK/LOG SILL
B-1
B
B
A
A
B
B
A
C
52.5
42.5
12.5
12.5
52.5
42.5
NA
NA
NA
NA
NA
12.5
12.5
52.5
632.5
632.5
634.5
634.5
631.3
9"
9"
18"
12"
9"
9"
12"
12"
EXISTING GROUND
LINE (VARIES)
GRANULAR
FILL MATERIAL
CONTROL LINE
SECTION
TOP EL. TOP EL.
FINE MATERIAL
EXPOSED SIDE SHELTERED SIDE
6" RANDOM FILL MATERIAL
OR GRANULAR FILL MATERIAL
(SEE NOTE 2)
NOTES:
TYPE B ISLAND
1. GROINS/VANES NOT SHOWN FOR CLARITY.
2. RANDOM FILL MATERIAL FROM ACCESS DREDGING SHALL BE PLACED IN
A 6" THICK LAYER BELOW THE FINE MATERIAL. IF ACCESS DREDGING
IS NOT REQUIRED, THIS AREA SHALL BE GRANULAR FILL MATERIAL.
NOTE:
EXISTING GROUND
LINE (VARIES)
GROINS/VANES NOT SHOWN FOR CLARITY.
GRANULAR
FILL MATERIAL
SECTION
TYPE B-1 ISLAND
(SECTION AT END OF ISLAND)
TOP EL.TYPE B ISLAND
AT END OF
TRANSITION
24" RIPRAP (TYP)
FINE MATERIAL
CONTROL LINE
EXPOSED SIDE SHELTERED SIDE
FINE
MATERIAL
EXISTING GROUND LINE
TOP EL.
SHELTERED SIDE EXPOSED SIDE
GRANULAR FILL MATERIAL
SECTION
CONTROL LINE
NOTES:
24" RIPRAP (TYP)
1. GROINS/VANES NOT SHOWN FOR CLARITY.
TYPE C ISLAND
(SECTION AT END OF ISLAND)
1V ON 1.5H
(BOTH SIDES)
SECTION
EL. 632.0
EL. 634.0
GRANULAR FILL
MATERIAL
CONTROL
LINE
EXISTING GROUND
LINE (VARIES)
1V:2H
SEED ISLAND C2B
FLOW
ROCK MOUNDAVERAGE EXISTING GROUND
AT EL. 628.4
TYPICAL LOG
EL. 630.5 +/-
ELEVATION
LEAVE AS MANY LIMBS AS
POSSIBLE ON THE LOGS.
EXPOSE AS MANY LIMBS AS
POSSIBLE ABOVE AVG. POOL
ELEVATION. ROCK/LOG-ISLAND/SILL
ROCK MOUND
1V:1.5H
PARALLEL LOGS ANCHORED
IN PLACE BY ROCK
PARALLEL LOGS ANCHORED
IN PLACE BY ROCK
PLAN VIEW
ROCK/LOG-ISLAND/SILL
ROCK MOUND
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
D E
P A
R T
M E
T
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H
M Y
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P A
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IN
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S O
T A
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P A
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IS
T R
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IV
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P O
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A
W
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NOTE:
G C
W J J F J S
H
G C
W J
B M
C-301
IS
L
A N
D S
T Y
P
IC
L
C T
IO
N S
1. LOGS SHALL BE 40’ LONG AND 14" MIN. DIAMETER AT BASE.
TRIM LIMBS AS NECESSARY TO ALLOW LOG PLACEMENT TO
THE CORRECT ELEVATION. ROCK SHALL BE USED TO BRING
LOGS TO THE DESIGN ELEVATION.
C
IV
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A C
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