Half_Size_Plans_.pdf
PDF 12 MB Posted
- Attached to
- Lock and Dam 7 Sheet Pile Installation Project Federal contract opportunity
- Solicitation number
- W912ES-16-B-0008
About this file
Half Size Plans
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_Bid_Abstract_W912ES-16-B-0008_-_Revised_SIGNED.pdf | ||
| B01_Bid_Abstract_W912ES-16-B-0008_SIGNED.pdf | ||
| WI_DNR_Permit_.pdf | ||
| Amendment_4_.pdf | ||
| Amendment_3_.pdf | ||
| W912ES-16-B-0008_A0002.pdf | ||
| Amendment_1_LD7_Sheet_Pile_.pdf | ||
| Full_Size_Plans_.pdf | ||
| W912ES-16-B-0008_Specs_.pdf |
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Text version
W912ES-16-B-0008
JULY 2016
W
2E S
-1 6-
B -0 b6ecrcm7 Text Box
W912ES-16-B-0008
AUXILIARY LOCK
DAM
MAIN LOCK
LOCK HOUSE
SPILLWAY
ONALASKA
SPILLWAY
FRENCH ISLAND
LOCK AND DAM 7
CONSTRUCTION STAGING AREA
CONTRACTOR PARKING AND
PROJECT
INSTALLATION
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
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B E
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S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LOCK 7
640 B
"194A" LD7
LAKE
SU
PER
IO
R
RED LAKE
UPPER
LAKE
DEVIL'S
TRAVERSE
LAKE
RED LAKE
LOWER
ITASCA
LAKE
LAKE
CASS
LAKE
LEECH
WINNIBIGOSHISH
LAKE
LAKE
LACS
MILLE
R
IV
E R
S T C
R O
IX
IV
E R
W
IS
C O
N S
IN
R
IV
E R
M
IS
S
IS
S
IP
P I
RIVER
M
INNESO
TA
PEPIN
LAKE
R
IV
E R
S O
U R
IS
R E
D R
IV
E R O
F T
H E N
O R
T H
WOODS
OF THE
LAKE
RIVER
MICHIGAN
WISCONSIN
IOWA
SOUTH DAKOTA
MINNESOTA
NORTH DAKOTA
RIVERS & LAKES
C A N A D A
STATE BOUNDARY
LEGEND
DISTRICT BOUNDARY
NATIONAL BOUNDARY
LOCK AND DAML/D 12
MINOT
BEMIDJI
BRAINERD DULUTH
CLOUD
ST.
MINNEAPOLIS ST. PAUL
ROCHESTER
LA CROSSE
MANKATO
SAF L/D'S
L/D 1
L/D 2
L/D 4 L/D 3
L/D 5 L/D 6
L/D 5A
L/D 7
L/D 8
L/D 9
L/D 10
LAKE
BIG STONE
R
IV
E R
S H
E Y
E N
N E
RAPIDS
GRAND
ACCESS MAP
SCALE: 1" = 200'
N
VICINITY MAP
SCALE: 1" = 2000'
N
N
M
IS
S
IS
S
IP
P I R
IV
E R F
L O
W
LA CRESCENT
LA CROSSE
M
IS
S
IS
S
IP
P I R
IV
E
R F
L O
W
H
IG
H W
A Y
ONALASKA
S
IT
E A
C C
E S
S
AIRPORT
FRENCH ISLAND
INTERSTATE 90
H
IG
H W
A Y
IN
T E R S T A T E
IN
T E
R S
T A
T E
SCALE: 1''= 2000'-0"
0 2000'2000'1000'
SCALE: 1''= 200'-0"
0 200'200' 100'
LOCATION MAP
SCALE: N.T.S.
LOCATION
PROJECT
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
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C O
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IN
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IN
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A C
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C F
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ID
A
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S S
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T
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P S O
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S T P
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C T
T B
S
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B D
S
B D
S
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G
L O
C A
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V
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IT
Y
A N
D A
C C
E S
S M
A P
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G-002
L O
C K A
N D D
A M
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
A
L C
G -0 d g nW
E
S -1
-B -0
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL/SECTION
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
D5
C-102
D5
SECTION
D5
C-302
C-501
FRONT SIDE
ELEVATION
TOP
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
ABBREVIATIONS
GENERAL LEGEND
SHEET ID X-000
GENERAL NOTES:
97-1M
AND NUMBER
BORING LOCATION
AND NUMBER
DWG OUTLINE
EXCAVATION
RIPRAP
EXISTING
RIPRAP
NEW
CUT
FILL
ELEVATION
WATER SURFACE
AND LOCATION
CONTROL POINTLOCK 7
LOCK AND DAM 7 CONTROL POINTS
/1
/2
N .T .S
A N
S I
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U .S
A R
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N P
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C T
W E
S -1
-B -0
T B
S
/0
/0
B D
S
B D
S
T M
G
G E
N E
R A
L N
O T
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A N
D S
Y M
B O
L S
D R
A W
IN
G I
N D
E X
R E
F E
R E
N C
E S
G-003
L O
C K A
N D D
A M
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
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IV
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L D
A
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G -0 d g n
E L E
V A
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N D
A T
U M
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R T
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A L C
O N
T R
O L
C O
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D
IN
A T
E S
Y S
T E
M
H O
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IZ
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T A
L C
O N
T R
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M B
IN
E D F
A C
T O
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C F
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M N S
P C
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E -U .S S
U R
V E
Y F
T
N A
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.9
A
RESPONSIBLE FOR THE FINAL LAYOUT.
7. THE SHEET PILE LAYOUT IS BASED ON A PZC14 SHEET PILE. THE CONTRACTOR IS
CURRENT DATUM: MSL 1912 - 0.51FT = NAVD 88.
USE THE FOLLOWING CONVERSION TO GET FROM THE LEGACY DATUM TO THE MOST
6. ALL ELEVATIONS ON THE REFERENCE DRAWINGS ARE BASED ON THE MSL 1912 DATUM.
US SURVEY FEET.
5. COORDINATES BASED ON MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE,
TO AVOID DAMAGE TO THESE UTILITIES.
THE DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY
MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
4. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES
3. ELEVATIONS REFER TO NAVD88.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT.
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
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N E
D B
Y
D E
S C
R
IP
T
IO
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D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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B E
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S
IZ
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S U
B M
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D B
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P L
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C A
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P L
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A T
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D A
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M A
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D E
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C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
S-504
S-503
S-502
S-501
S-201
S-101
B-101
G-003
G-002
G-001
LD7ALC_S-504---.dgn
LD7ALC_S-503---.dgn
LD7ALC_S-502---.dgn
LD7ALC_S-501---.dgn
LD7ALC_S-201---.dgn
LD7ALC_S-101---.dgn
LD7ALC_B-101---.dgn
LD7ALC_G-003---.dgn
LD7ALC_G-002---.dgn
LD7ALC_G-001---.dgn
HANDRAILING DETAILS
DETAILS SHEET 3 OF 3
DETAILS SHEET 2 OF 3
DETAILS SHEET 1 OF 3
ELEVATION
PLAN LAYOUT
STRUCTURAL DRAWINGS
DRILLING, GROUTING, AND EXPLORATION PLAN
GEOTECHNICAL DRAWINGS
DRAWING INDEX, REFERENCES, GENERAL NOTES AND SYMBOLS
LOCATION, VICINITY, AND ACCESS MAPS
COVER SHEET
GENERAL SHEETS
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
AUX. LOCK PROFILE
PLAN VIEW 2012 CONTOURS
SOUNDING INSPECTIONS
MASONRY - UPPER GATES - AUXILIARY LOCK
MASONRY - UPPER GATES - MAIN LOCK
SCOUR REPAIR UPSTREAM SECTIONS LA-17 THRU GA-4
SCOUR REPAIR PLAN, VICINITY & DRAWING SCHEDULE
MISSISSIPPI RIVER LOCK AND DAM NO. 7 LOCK PILE SPACING OCT-1933
MISSISSIPPI RIVER LOCK AND DAM NO. 7 LOCK GENERAL PLAN OCT-1933
AS-BUILTS
C-201
C-101
M-L7-20/4
M-L7-20/3
M-P7-61/9
M-P7-61/4
M-L7-20/2
M-L7-20/1
C-201
C-101
M-L7-20/4
M-L7-20/3
M-P7-61/9
M-P7-61/4
M-L7-20/2
M-L7-20/1
SHEET PILE
EXISTING
SHEET PILE
EXISTING
END OF SHEET PILE
END OF SHEET PILE
110'-0"
INTAKE (TYP.)
RIVER WALL
WALL
INTERMEDIATE
C/L AUXILIARY CHAMBER
SHEET PILE
SHEET PILE
SHEET PILE
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
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P L
O T D
A T
E
D A
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M A
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D E
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T
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N
C O
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R A
C T N
O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
15-46M 15-47M
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L O
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N D D
A M
L A C
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C F
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ID
L D
A
L C
B -1 d g n2 /0
/0
B-101
/1
A N
S I
D
'' = 1'-0"16
3SCALE:
08' 4' 8'
N
T B
S
Q R
D
Q R
D
T M
G
SHEET KEYNOTES:
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
3/16" = 1'
PLAN
GROUTING PLAN
SCALE:
2. BORING LOGS CAN BE FOUND IN THE SPECIFICATIONS.
SO THERE IS NO INTERFERENCE WITH INTAKE FUNCTION.
1. CONTRACTOR SHALL TAKE CARE WHEN GROUTING NEAR INTAKES
NOTES:
D R
IL
L
IN
G
G R
O U
T
IN
G
A N
D E
X P
L O
R A
T
IO
N P
L A
N
F L
O W
PILE (EL. 591.49). COORDINATE WITH THE CONTRACTING OFFICER.
FROM DREDGE LINE (EL. 617.49) TO BOTTOM OF NEW SHEET
GROUT BETWEEN EXISTING SHEET PILE AND NEW SHEET PILE
LINE TO TOP OF WALL. SEE SPECIFICATION 31 32 23.
GROUT SHEET PILE VOID USING A GROUT SOCK FROM DREDGE
W E
S -1
-B -0
(M
IN
C/L SHEET PILE
END OF WALL
UPSTREAM
35'-11"37'-2"33'-11"
SHEET PILE
110'-0"
INTAKE (TYP.)
4'-3"
M
IN
FENDER
TIMBER
"2 1" = 102'-22
111 SPACES @ 9'-3
C/L AUXILIARY CHAMBER
RIVER WALL
EXISTING
WALL
INTERMEDIATE
EXISTING
" NOMINAL DIA. TIE ROD (TYP.)4
2 - C12x20.7 (TYP.)
SHEET PILE
SHEET PILE
SHEET PILE
SHEET PILE
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
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D B
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US Army Corps
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L D
A
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S -1 d g n2 /0
/0
S-101
/1
A N
S I
D
(TYP. EACH SIDE)(TYP. EACH SIDE)(TYP. EACH SIDE)
'' = 1'-0"16
3SCALE:
08' 4' 8'
1'-6"
"2 13'-6
1'-6"
N
(M
IN
S-503
(TYP.)
SPLICE
T B
S
Q R
D
Q R
D
T M
G
SHEET KEYNOTES: NOTES:
2'-0"2'-0"
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
T O C /L O
F S
H E
E T P
IL
E
C /L O
F S
H E
E T P
IL
E
F L
O W
S-502 LADDER
BAR RUNG
L
Y O
U T P
L A
N
3/16" = 1'
PLAN
SHEET PILE STRUCTURE
SCALE:
S-502S-502
DURING CONSTRUCTION.
THERE IS POTENTIAL FOR MINIMAL FLOW TO PASS THROUGH
8. THE EXISTING AUXILIARY MITER GATES ARE NOT WATER TIGHT.
SPECIFICATIONS FOR INFORMATION ON OPERATION.
7. INTAKES ON THE INTERMEDIATE WALL ARE ACTIVE. SEE
6. ALL SHEET PILE SHALL BE DRIVEN TO ELEVATION 591.49.
5. SEE GROUT PLAN - B-101 FOR BORING LOCATIONS.
THEN REPLACED ONCE DRIVEN AND FILLED.
MOVED OUT OF THE WAY BEFORE DRIVING SHEET PILE AND
AUXILIARY LOCK - SEE M-L7-61/4. THIS MATERIAL SHALL BE
THIRTY INCHES OF ROCK FILL WAS PLACED UPSTREAM OF THE
INTERMEDIATE WALL AND THE RIVER WALL - SEE M-L7-20/1.
4. DERRICK STONE WAS PLACED AT THE UPSTREAM ENDS OF THE
SPECIFICATION 09 97 02.
3. ALL SHEET PILE AND STRUCTURAL STEEL SHALL BE COATED PER
2. ALL SHEET PILES SHALL BE GRADE 50.
1. ALL STRUCTURAL STEEL SHALL BE GRADE A36.
" DIA. TIE RODS - GRADE 75 AND 12 SETS OF TIMBER SUPPORT BRACKETS4
312 - 1
S-503
S-503
S-503
S-503
FIELD BY CONTRACTING OFFICER.
EXACT LOCATION OF LADDER SHALL BE DETERMINED IN THE
AND CONTINUE TO THE WATER LEVEL.
VERTICALLY. START ANCHOR SPACING 1'-0" FROM TOP OF WALL
DIA. x 6" EMBEDMENT SST EXPANSION ANCHORS AT 12" O.C.
"4
3BOLT FLANGE OF SHEET PILE TO CONCRETE WALL WITH
INTAKE.
ONE FULL SHEET PILE VOID SHALL EXTEND FULLY PAST THE
INTERFERENCE WITH INTAKE FUNCTION.
2 FEET MINIMUM BELOW INTAKE INLET SO THERE IS NO
SHEET PILE DRIVEN IN FRONT OF INTAKES SHALL BE CUT OFF
S-501
W E
S -1
-B -0
SHEET PILE
EXISTING
INTERMEDIATE WALL
EXISTINGRIVER WALL
EXISTING
STRENGTH MATERIAL
CONTROLLED LOW-
(ALONG LOCK WALL)
SHEET PILE
SHEET PILE
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K A
N D D
A M
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S-201
L D
A
L C
S -2 d g n
''= 1'-0"8
1SCALE:
0 8'8' 4'
0 4'4' 2'
'' = 1'-0"8
3SCALE:
A
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
T B
S
H M
Q R
D
T M
G
EL. 646.49
TOP OF WALL
EL. 641.49
TIE ROD
EL. 591.49
BOTTOM OF SHEET PILE
EL. 646.49
EL. 641.49
S-501
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
DOWNSTREAM UPSTREAM
E
E
V A
T
IO
N
" = 1'8
ELEVATION
SHEET PILE STRUCTURE- LOOKING DOWNSTREAM
SCALE:
" = 1'8
A
SCALE:
SHEET PILE STRUCTURE
SECTION
1% SLOPE1% SLOPE
W E
S -1
-B -0
/0
/0
P A
C E
S
"2
1PL
SEE HANDRAIL DETAILS
" (TYP.)2
1PL
(TYP.)
" CHAMFER2
" (TYP.)2
6"
TIE BAR - GRADE 75
" NOMINAL DIA.4
WALE (TYP.)
C12x20.7
STRENGTH MATERIAL
CONTROLLED LOW-
3"
PILE JOINT
C/L OF SHEET
4"
SHEET PILE
END OF CUT OFF
SHEET PILE
END OF FULL HEIGHT
TOP OF INTERMEDIATE WALL
BOTTOM OF INTERMEDIATE WALL
INTAKE (TYP.)
(ALONG WALL)
SHEET PILE
"x6"x7"2
1PL
YELLOW PINE (TYP.)
8" X 10" SOUTHERN
"x6"x7" (TYP.)2
1PL
"x1'-4"x3"8
3PL BENT
"x10"x10"2
1PL 1
YELLOW PINE (TYP.)
8" X 10" SOUTHERN
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K A
N D D
A M
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
R
IV
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S T P
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L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
S-501
D
A
L C
S -5 d g n
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
0 1'1' 6"
'' = 1'-0"2
1SCALE: 1
T B
S
H M
Q R
D
T M
SCALE: 3" = 1'
TIMBER SUPPORT
A
SCALE: 3''= 1'-0''
06" 3" 6"
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
2(TYP.)
(TYP.)
S-201
" = 1'2
1SCALE: 1
TIE ROD CONNECTION
(T Y
P
H
E E
T O
F
D E
T A
IL
S
(TYP.)
2"
"2 11 "2
SCALE: 1''= 5'-0"
0 5'5' 2.5'
(M
IN
S-101
SCALE: 1" = 5'
DETAIL VIEW
W E
S -1
-B -0
/0
/0
SHEET KEYNOTES:
OF 2'-0" BELOW INTAKE.
INTAKES MUST BE CUT OFF AT MINIMUM
SHEET PILE IN FRONT OF INTERMEDIATE
S-101.
BOLT FLANGE OF LAST SHEET - SEE SHEET
BOLT AND WASHER - 2 PER CONNECTION.
" DIA. X 6" LONG GALVANIZED A307 LAG 4
RECOMMENDATIONS.
NUTS AND WASHER PER MANUFACTURERS
BAR RUNG LADDER
"x3"x1'-2"8
PL BENT
(TYP. AT EACH SHEET)
"x3" LONG4 1L 3x3x
(TYP. AT EACH SHEET)
"x3" LONG4 1L 3x3x
"x3"x1'-4"8
3PL
C9x20
10"
"x3"x1'-2"8
PL BENT
CENTERED ON CHANNEL
ALUMINUM FLANGE
1'-6"6"
FOR PLACEMENT
SHEET PILE REQUIRED
RUNG (TYP.) - HOLE IN
" DIA. STEEL LADDER2
EXISTING WALL
TOP OF
LOCATION
EXCEPT AT LADDER
LENGTH OF WALLS
CONTINUOUS ALONG
"x3"x1'-2" -8
3PL BENT
LENGTH OF WALLS
CONTINUOUS ALONG
"x3"x1'-2" -8
3PL BENT
INTERMEDIATE WALL
TOP OF EXISTING
WALL OR RIVER WALL
EXISTING INTERMEDIATE
INTERMEDIATE WALL
EXISTING
1'-2"
"x3"x1'-2"8
PL BENT
SHEET PILE
SHEET PILE
SHEET PILE
SHEET PILE
SHEET PILE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K A
N D D
A M
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
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IV
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S T P
A U
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IC
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S T P
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IN
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T A
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A R
M Y C
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P S O
F E
N G
IN
E E
R S
E L E
V A
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IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
E S
Y S
T E
M
H O
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IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
L D
A
L C
S -5 d g n
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
LEGS (TYP.)
3 SIDES BOTH
TYP.
S-502
LEGS (TYP.)
3 SIDES BOTH
0 1'1' 6"
'' = 1'-0"2
1SCALE: 1
0 1'1' 6"
'' = 1'-0"2
1SCALE: 1
S-101
" = 1'-0"2
1SCALE: 1
BAR RUNG LADDER
S-504
S H
E E
T O
F
D E
T A
IL
S
A
SMOOTH
GRIND
NOTES:
STEEL SMOOTH.
1. GRIND ALL EDGES OF EXPOSED SHEET PILE AND STRUCTURAL
(T Y
P
O .C
EL. 591.49
EL. 591.49
S-101
SCALE: 1" = 1'-0"
3"
SCALE: 1" = 1'-0"
01' 1' 2'
01' 1' 2'
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
" = 1'-0"2
CORNER DETAIL
WALE & FENDER NOT SHOWN FOR CLARITY
SCALE:
W E
S -1
-B -0
T B
S
/0
/0
H M
Q R
D
T M
6"
6"
TIMBER FENDER
WALE
2 - C12x20.7
(ONE PER SHEET)
TWO PER CONNECTION
" DIA. A325 BOLTS (TYP.)4
TIE ROD - GRADE 75
" NOMINAL DIA.4
SHEET JOINT (TYP.)
- 2 PER ANCHOR AND 1 PER
" LONG4
11" DIA. PIPE SPACER - 2
" DIA. A325 BOLT THROUGH8
"x7"x11"2
1PL
WALE
2 - C12x20.7
"2
"2 13'-2
"4 31'-4 "4
31'-4
"4 31'-4
"4 31'-4
- 24 BOLTS TOTAL
BOLTS PER SPLICE
" DIA. A3254
312 -
PER SPLICE WITH
2 PER CHANNEL
" -2 1"x9"x1'-02
1PL
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
PILE STEM
SHEET
STEM
SHEET PILE
PILE STEM
SHEET
PILE STEM
SHEET
PILE STEM
SHEET
PILE
SHEET
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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U M
B E
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S
IZ
E
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B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K A
N D D
A M
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
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IV
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A U
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T R
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S T P
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IN
N E
S O
T A
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A R
M Y C
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P S O
F E
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IN
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V A
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N D
A T
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A L C
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C O
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IN
A T
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T E
M
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T A
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T R
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C O
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IN
E D F
A C
T O
R
C F
G E
D
A
L C
S -5 d g n
N A
D
M N S
P C
S S
O U
T H Z
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E -U .S S
U R
V E
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T
N A
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.9
A
S-503
T B
S
H M
Q R
D
T M
G
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
SHEET KEYNOTES:
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
3" = 1'
S-101
SCALE:
SHEET PILE TEE
DETAIL
3" = 1'
S-101
SCALE:
SHEET PILE CORNER
DETAIL
3" = 1'
S-101
SCALE:
SHEET PILE CORNER
DETAIL
3" = 1'
S-101
SCALE:
SHEET PILE TEE
DETAIL
SCALE: 3''= 1'-0''
06" 3" 6"
SCALE: 3''= 1'-0''
06" 3" 6"
SCALE: 3''= 1'-0''
06" 3" 6"
SCALE: 3''= 1'-0''
06" 3" 6"
NOTES:
BE DRILLED.
1. ALL HOLES IN SHEET PILE AND STRUCTURAL STEEL SHALL
H
E E
T O
F
D E
T A
IL
S
EXCEPT AT END 2' WHERE SPACING IS 3" ON CENTER (TYP.)
" DIA. BOLTS SPACED AT 6" ON CENTER8
7" WITH 8
3"x2 1"x32
1L3
S-101
" = 1'2
1SCALE: 1
WALE SPLICE
0 1'1' 6"
'' = 1'-0"2
1SCALE: 1
A
SCALE: 3" = 1'
TENSION PLATE
A
"2 11 3" "2
13 3" "2
2" 8" 11
2"
W E
S -1
-B -0
/0
/0
INSERT
4"6"
2"
SPACER
INSTALLATION
RUBBER
CHANNEL
CENTERED ON
ALUMINUM FLANGE
POST
90° TO RUN OF RAIL
SET SCREWS SHALL BE
"x3"X1'-4"8
PL BENT
1'-0"
5'-6"5'-6"14 SPACES @ 6'-0" = 84'-0" 3'-0"
C9x20x10" LONG
5'-6"5'-6"3'-0"
SIDE OF RAIL
SETSCREW WATER
LONG32
19" DIA. X 8
1'-4"
"x3"X1'-4"8
PL BENT
AND WASHER (TYP.)
THROUGH BOLTS WITH NUT
" DIA. GALVANIZED A307 8
A
NONE
A
SCALE:
TYPICAL INSERT @ 24'
DETAIL
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
/1
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
T B
S
H M
Q R
D
T M
G
S-504
L O
C K A
N D D
A M
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
L A C
R E
S C
E N
T
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
A
L C
S -5 d g n
L O
C K S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N P
R O J E
C T
NOTES:
4. ALL SET SCREWS SHALL BE STAINLESS STEEL.
ALUMINUM.
3. ALL FLANGES, TEES, CROSSES, AND OTHER FITTINGS SHALL BE
CONTINUOUS THROUGH CENTER RAIL.
2. ALL POSTS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 80 ALUMINUM
CONTINUOUS BETWEEN POSTS.
1. ALL RAILS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 40 ALUMINUM
TYP.
" = 1'2
ELEVATION
TYPICAL HANDRAIL
SCALE:
3" = 1'-0"
S-503
SCALE:
PILE CAP AND RAIL CONNECTION
SECTION
SCALE: 3''= 1'-0''
06" 3" 6"
''= 1'-0"2
1SCALE:
0 2'2' 1'
H A
N D
R A
IL
IN
G D
E T
A
IL
W E
S -1
-B -0
/0
/0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
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S U
B M
IT
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D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
File details come from the government source that posted it. Updated .