08B0004_Full_Size_Part2.pdf
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- W912ES-08-B-0004
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Plans/drawings Part 2 of 3
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| File | Type | Posted |
|---|---|---|
| Bid abstract and Cert.pdf | ||
| Pool 8 Bid Abstract.xls | XLS spreadsheet | |
| Pool 8 Amendment 3.pdf | ||
| Pool 8 Amendment 2.pdf | ||
| AC113_M-P8P3S3_STPLN_C-111328.pdf | ||
| Pool 8 Amendment 1.doc | DOC document | |
| AC302_M-P8P3S3_SECT_C-330230.pdf | ||
| AC111_M-P8P3S3_STPLN_C-111126.pdf | ||
| AC301_M-P8P3S3_SECT_C-330129.pdf | ||
| 08B0004_Full_Size_Part3.pdf | ||
| 08B0004_Full_Size_Part1.pdf | ||
| 08B0004.pdf |
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630 6
630630
615615
620 62 0 620
620 620
62562
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
O F
H
E
A R
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R P
S
G
IN
E E
R S
S T
P A
U L
D
IS
T R
IC
T X
X
U
M
Z
N E
N A
D
R V
Y
C O
N S
T R
U C
T
IO
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
C
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
CANADA PACIFIC RAILROAD
N
COON SLOUGH LIGHT
& DAYMARK 687.2L
MILE 687
YEBLES
WILDCAT PARK
LANDING
WELL
MILE 688
BROWNSVILLE
DAYMARK
688.4 L
RAFT CHANNEL
HEAD LIGHT &
DAYMARK
688.0 R
DIAMOND JOE
DAYMARK
688.7 R
T. BISSEN
BROWNSVILLE
BROWNSVILLE BAY
LIGHT & DAYMARK
689.2 L
BROWNSVILLE BAY
LIGHT & DAYMARK
690.0 R
2802P
MILE 689 MILE 690
MINNESOTA
WISCONSIN
EXISTING WINGDAM
(TYP.)
G C
W J J F J S
H
G C
W J
B M
R P
R P
C D
0 600’600’ 300’
ISLAND N1
STAGE 2A
ABOVE BROWNSVILLE APPROVED
SAND BORROW AREA
SCHNICKS BAY MANDATORY
FINE BORROW AREA
S
IT
A
B
T H
Y M
E T
R Y
C-104
P C
M P
P
S
S T
P L
N
C
.D
G N
PLAN VIEW
C
IV
IL
S
SITE BATHYMETRY
HEAD OF RAFT CHANNEL
APPROVED SAND BORROW AREAS
BROWNSVILLE
PLACEMENT
SITE
7 6
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 m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
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
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
C
A
C
A a CC a
C
B
C
B a C C a
C
C
C
C a a
C
C
C2
0+0
C
00-60M
00-61M
00-63M
01-79M
01-81M
400’0 200’
SCALE:1"=200’
N
SEED ISLAND
SAND DOWNSTREAM OF ROCK
ISLAND C2A
ISLAND C2B
ISLAND C2C
GENERAL NOTES:
G C
W J J F J S
H
G C
W J
B M
IS
L
A
A
C
C
P L
A N
R A
A N
N E
L
F L
O W
M I
N N
E S
O T
A W I S
C O
N S I
N
STAGE 2A ISLAND W2
PLAN LAYOUT
STAGE 2B ISLAND W3
PLAN LAYOUT
SEED ISLAND
SAND UPSTREAM AND DOWNSTREAM OF ROCK
ROCK LOG ISLAND
(5) ROCK MOUNDS
1. STAGE 2B ISLAND W2 AND W3 AS SHOWN ARE PLAN LAYOUTS
CONSTRUCTED SUMMER 2008. CONTRACTOR SHALL FIELD VERIFY
ACTUAL LOCATION AND LAYOUT OF CONSTRUCTED ISLANDS.
C-105
P C
M P
P
S
S T
P L
N
C
.D
G N
ISLAND C2
SEE SHEET C-106
C
IV
IL
S
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 m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
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
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J a
C
C
C C
C
C
C
C
C
C a
C2
+0
C2
+0
C2 1 0+00
C2 15+00
C2
0+0
C
C
C2
5+0
C2
8+0
C
C
C
C a
C
C
C C a
C
C
C4 15+00
C4
0+0
00-53M
00-54M
00-56M
00-62M
01-75M
01-79M
N
400’0 200’
SCALE:1"=200’
ISLAND C2
ISLAND C3
SAND FLAT
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
SAND FLAT
S
RIPRAP BANK
PROTECTION
STA C2 19+54
END SAND FLAT
RIPRAP BANK
PROTECTION
S T
A
C
+6
E N
D
R
IP
R A P
E
A T
ROCK VANES (TYP)
ROCK VANES (TYP)
ROCK GROINS (TYP)
ROCK GROINS (TYP)
GENERAL NOTES:
G C
W J J F J S
H
G C
W J
B M
IS
L
A
P L
V
IE
W
00-55M
STA C2 11+20
START RIPRAP STA
C2
+6
END
RI
PRAP
S T
A
C
S T
A R T
R
O C
K L O
G
IS
L A N
D
S T
A
C
E N
D
R
O C
K L O
G
IS
L A N
D
S T
A
C
+4
E N
D
R
IP
R A P
R A
A N
N E
L F
L O
W
M I
N N
E S
O T
A W I S
C O
N S I
N
STAGE 2B ISLAND W2
PLAN LAYOUT
R 10’ ROCK
J-HOOK VANE
R 20’ ROCK
J-HOOK VANES
ROCK VANES (TYP.)
APPROXIMATE LOCATION OF
EXISTING TIRE ISLAND
(SEE NOTE 3)
ROCK GROIN
ROCK GROIN
ROCK/LOG SILL
(12) ROCK MOUNDS
TIRE ISLAND LOCATION
LEGEND
ROCK GROINS (TYP)
1.
2.
3.
4.
ROCK GROINS SHALL BE PLACED AT 180’ O.C. (ALONG EDGE OF BERM)
UNLESS OTHERWISE NOTED.
ROCK VANES INCLUDING ROCK J-HOOKS VANES, SHALL BE PLACED AT 90’
O.C. (ALONG EDGE OF BERM)UNLESS OTHERWISE NOTED.
LOCATION OF EXISTING TIRE ISLAND IS APPROXIMATE. THERE ARE
TIRES & CONCRETE BLOCKS BURIED IN THIS APPROXIMATE LOCATION.
CONTRACTOR SHALL AVOID THIS AREA.
STAGE 2B ISLAND W2 AS SHOWN IS A PLAN LAYOUT CONSTRUCTED
SUMMER 2008. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION
AND LAYOUT OF CONSTRUCTED ISLAND.
ISLAND C4
SEE SHEET C-107
C-106
P C
M P
P
S
S T
P L
N
C
.D
G N
C
IV
IL
S
75’
262’
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 m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
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
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
C5
+0
C
C
C a
C
C a
C
C a
C
C
C C a
C
C C
C C
C
C
C
C
C a
C4 0 +00
C4 5 +00
C4
0+0
C4 15+00
C4
0+0
C
C4
9+0
00-52M
00-53M
00-55M
00-56M
01-73M
01-74M
03-108M
03-109M
03-110M
03-111M
03-112M
C a
N
400’0 200’
SCALE:1"=200’
C A
N A
C
IF
IC
IL
R O
A D
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
RIPRAP END PROTECTION
WITH SAND TIP
SAND FLAT
SAND FLAT
MUD FLAT
STA C4 14+84
STA
C4
+0
S
ROCK VANES (TYP)
ROCK VANES (TYP)
ROCK GROINS (TYP)
ROCK GROINS (TYP)
GENERAL NOTES:
G C
W J J F J S
H
G C
W J
B M
IS
L
A
P L
V
IE
W
STA C4 24+00
SAND FLAT
E
A T
S T
A
R T
U N
D
R A
A N
N E
L
F L
O W
M I
N N
E S
O T
A W I S
C O
N S I
N
SAND FLAT
(TYP.)
SAND TIP
(TYP.)
GROIN 10’ PAST
SAND FLAT
T
U N
D
S T
A
.4
S T
A
.4
T
U N
D
C
C
DETAIL
ISLAND C5 TURTLE MOUND
PLAN VIEW
200’0 100’
SCALE:1"=100’
50’X50’
TURTLE
MOUND
TURTLE MOUND (SEE DETAIL)
R 20’ ROCK
J-HOOK VANE
R 10’ ROCK
J-HOOK VANE
R 10’ ROCK
J-HOOK VANE
START RIPRAP
END
RI
PRAP
S
E
N D
T
IPS
T A
C
S T
A R T
S
A N
D
T
IP
RIPRAP BANK
PROTECTION
WITH SAND TIP
EXISTING TIRE ISLAND
(APPROX.) (SEE NOTE 3)
ISLAND C4 (OPTION 1)
ISLAND C5
(OPTION 2)
TIRE ISLAND LOCATION
LEGEND
1. ROCK GROINS SHALL BE PLACED AT 180’ O.C. (ALONG EDGE OF BERM)
UNLESS OTHERWISE NOTED.
2. ROCK VANES INCLUDING ROCK J-HOOK VANES, SHALL BE PLACED AT
90’ O.C. (ALONG EDGE OF BERM) UNLESS OTHERWISE NOTED.
3. LOCATION OF EXISTING TIRE ISLAND IS APPROXIMATE. THERE ARE
TIRES & CONCRETE BLOCKS LOCATED IN THIS APPROXIMATE LOCATION.
CONTRACTOR SHALL AVOID THIS AREA.
ISLAND C3
SEE SHEET C-106
C-107
P C
M P
P
S
S T
P L
N
C
.D
G N
C
IV
IL
S
E L
E L
N a a
C
C
C
A
C
C
C
C
C C
C a
N
N
N
N
N
N
N
N
N a a a
N
N
N
N
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 m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
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
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
N
X X
400’0 200’
N
100’25’0 50’
DETAIL
J
M
GROINS
(TYP)
ROCK VANES
(TYP)
GENERAL NOTES:
NOTES:
R 10’ ROCK
JHOOK VANE
R 20’ ROCK
R 10’ ROCK
1. ROCK VANES, INCLUDING ROCK J-HOOK VANES, SHALL BE SPACED
90’ O.C. (ALONG EDGE OF BERM) UNLESS OTHERWISE NOTED.
2. ROCK GROINS SHALL BE SPACED 180’ O.C. (ALONG EDGE OF BERM)
UNLESS OTHERWISE NOTED.
IS
L
A
P L
A N
G C
W J J F J S
H
G C
W
ISLAND N3
STAGE 2A
(BY OTHERS)
ISLAND N4
STAGE 2A
(BY OTHERS)
ISLAND N1
STAGE 2A
CONSTRUCTED
BY OTHERS
1. STAGE 2A ISLANDS N1, N3 AND N4 AS SHOWN ARE PLAN LAYOUTS
CONSTRUCTED BY OTHERS IN SUMMER 2007. CONTRACTOR SHALL
FIELD VERIFY THE ACTUAL LOCATION AND LAYOUT OF THE CONSTRUCTED
N1, N3 AND N4 ISLANDS.
ISLAND N1
STAGE 2A
(BY OTHERS)
RIPRAP BANK
PROTECTION
(BOTH SIDES)
N
S
E
IP
R A
P
ISLAND N2
RIPRAP BANK PROTECTION
(BOTH SIDES)
TIE N2 RIPRAP/ISLAND INTO
EXISTING N1 RIPRAP/ISLAND
AT EL. 631.3 (APPROX.)
ISLAND N2 TRANSITION TO ISLAND N1
ISLAND N1 CONSTRUCTED BY OTHERS
RIPRAP END
PROTECTION
ISLAND N2
(OPTION 3)
C-108
P C
M P
P
S
S T
P L
N
C .D
G N
C
IV
IL
S
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