W912ES17B0007_Full_Size_Drawings.pdf
PDF 18 MB Posted
- Attached to
- Lock and Dam 6 (LD6) Guidewall End Cell Project Federal contract opportunity
- Solicitation number
- W912ES-17-B-0007
About this file
W912ES17B0007 Full Size Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_6_W912ES17B0007.pdf | ||
| W912ES17B0007_Amendment_5.pdf | ||
| Amendment_5_Bid_Schedule.pdf | ||
| W912ES17B0007_Amendment_4.pdf | ||
| W912ES17B0007_Amendment_3.pdf | ||
| End_Cell_Site_Visit_Attendance_Sheet.pdf | ||
| W912ES17B0007_Amendment_2.pdf | ||
| W912ES17B0007_Amendment_1.pdf | ||
| W912ES17B0007_Half_Size_Drawings.pdf | ||
| W912ES17B0007_Solicitation_and_Specifications.pdf |
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WISCONSIN
MINNESOTA
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
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STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
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NORTH DAKOTA
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LAKE
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LAKE
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P E W A
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CITY
VALLEY
NOT TO SCALE
N
F L
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.9
N
L D
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C
G -0 d g n
1" = 3000'
VICINITY MAP
LOCK & DAM 6
SCALE:
0 6000'3000'
TREMPEALEAU
L O
C K A
N D D
A M E
N D C
E L L
MISSISSIPPI RIVER
SITE
PROJECT
DAM 6
LOCK AND
S
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G-003
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
SST
TYP
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
NUMBER
SAN SANITARY
SPECIFICATIONS
OF
NO
OC
SPEC
T&B
UNO
UGND
WIDTH
WATER MAINWM
W
RIVERWARDR/W
M/R MAINTAINACE AND REPAIR
NTS NOT TO SCALE
PROP PROPOSED
US UNITED STATES
GENERAL NOTES
IN
D
E X L
E G
E N
D
DRAWING NUMBER
AS-BUILT
ABBREVIATIONS
LEGEND
L D
E
C
G -0 d g n
D R
A W
IN
G I
N D
E X
R E
F E
R E
N C
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IN
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8 1
B
L O
C K A
N D D
A M E
N D C
E L L
FILE NAME
INDEX OF DRAWINGS - REFERENCE
DESCRIPTION
NO.
DWG.
NO.
SHEET
* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT
EXIST
MAX
MIN
EXISTING
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C&G
CMP CORRUGATED METAL PIPE
ELEVATION
EACH WAY
HEIGHT
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
GALV
HT
IF
MISC
FES FLARED END SECTION
LONG
LANDWARDL/W
LG
* UNLESS OTHERWISE NOTED ON EACH SHEET
EXPANSION JOINT
MID MID SPAN MONOLITH
SPECIFICATIONS.
CONSTRUCTED IN ACCORDANCE WITH THE PROJECT PLANS AND
VERTICAL SURFACE AS IT TIES INTO THE END CELL. THE END CELL SHALL BE
THE EXISTING END OF THE GUIDE WALL SHALL BE MODIFIED TO CREATE A FLUSH
WALL. THE SHEET PILE CELL WILL BE PILE FOUNDED AND FILLED WITH CONCRETE.
SHEET PILE END CELL TO BE CONSTRUCTED AT THE END OF THE LOWER GUIDE
5. THE PROJECT SCOPE CONSISTS OF A 41.75 FT. DIAMETER CONCRETE FILLED
FROM 1912 MSL TO NAVD 88 IS 1912 MSL - 0.47 FT = NAVD 88.
DRAWINGS ARE REFERENCED TO 1912 MSL. LOCK AND DAMS 6 CONVERSION
VERTICAL DATUM 1988 (NAVD 88). ELEVATIONS FROM ORIGINAL CONSTRUCTION
4. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO NORTH AMERICAN
FOR REFERENCE TO ORIGINAL CONSTRUCTION DRAWINGS.
SIZED AND POSITIONED APPROXIMATELY. HISTORICAL STATIONING SHOWN ARE
3. SITE MAPS AND EXISTING CONDITIONS INCLUDED IN THIS PLAN SET HAVE BEEN
AWARD.
ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON CONTRACT
2. DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
LD6_V-316---.DGN
LD6_V-314---.DGN
LD6_V-313---.DGN
LD6_V-102---.DGN
LD6_V-101---.DGN
M-L6-61/3
M-L6-38/23
M-L6-20-19-FS
M-L6-20-18-FS
M-L6-20/10-FS
M-L6-20/9-FS
UM_SP_P07_20170619_CS_7130_7141
TAIL ELEVATION HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2007 - 2016
POOL ELEVATION HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2007 - 2016
TAIL ELEVATION DURATION CURVES - JULY - DECEMBER - 1960 - 2016
TAIL ELEVATION DURATION CURVES - JANUARY - JUNE - 1960 - 2016
POOL ELEVATION DURATION CURVES - JULY - DECEMBER - 1960 - 2016
POOL ELEVATION DURATION CURVES - JANUARY - JUNE - 1960 - 2016
FLOW DURATION CURVES - JULY - DECEMBER - 1960-2016
FLOW DURATION CURVES - JANUARY - JUNE - 1960-2016
*LOWER APPROACH L&D 6 - RIVER MILES: 713.8 - 714.1
*LOCK & DAM NO. 6 - MAIN LOCK PROFILE
*LOCK & DAM NO. 6 - LOWER GUIDEWALL CROSS SECTIONS
*LOCK & DAM NO. 6 - LOWER GUIDEWALL CROSS SECTIONS
*LOCK & DAM NO. 6 - 2012 CROSS SECTION LOCATIONS
*LOCK & DAM NO. 6 - 2012 CONTOURS
*LOCK & DAM NO. 6 - SCOUR REPAIR - LOWER GUIDE WALL - PLAN & SECTIONS
*LOCK & DAM NO. 6 - LOADING DOCKS - LOADING DOCK PLAN
*LOCK & DAM NO. 6 - LOCK - DETAILS OF WALL ARMOR & PROTECTION ANGLE
*LOCK & DAM NO. 6 - LOCK - LOCATION OF WALL ARMOR AND PROTECTION ANGLE
*LOCK & DAM NO. 6 - LOCK - MASONRY - UPPER & LOWER GUIDE WALLS
*LOCK & DAM NO. 6 - LOCK - LOCK - WATER STAGE RECORDER WELLS
STAGE_HYDROS_TAIL_LD6.PDF
STAGE_HYDROS_POOL_LD6.PDF
STAGE_DUR2_TAIL_LD6.PDF
STAGE_DUR1_TAIL_LD6.PDF
STAGE_DUR2_POOL_LD6.PDF
STAGE_DUR1_POOL_LD6.PDF
FLOWS_DUR2_LD6.PDF
FLOWS_DUR1_LD6.PDF
.9
E-101
SD101
S-505
S-504
S-503
S-502
S-501
S-304
S-303
S-302
S-301
S-103
S-102
S-101
S-001
C-301
C-101
B-202
B-201
G-101
G-003
G-002
G-001
ELECTRICAL DETAILS
EXISTING GUIDEWALL CONCRETE REMOVAL
LADDER AND HANDRAIL GATE DETAILS
HANDRAIL DETAILS
SHEET PILE CONNECTION AND CHECK POST DETAILS
WALL ARMOR AND MISCELLANEOUS DETAILS
END CELL DETAILS
END CELL ARMOR DETAILS
END CELL SECTIONS AND DETAILS
EXISTING GUIDEWALL RECONSTRUCTION - SHEET 2 OF 2
EXISTING GUIDEWALL RECONSTRUCTION - SHEET 1 OF 2
END CELL SECTIONAL PLAN VIEW ABOVE ELEV. 645.03
END CELL SECTIONAL PLAN VIEW BELOW ELEV. 635.53
STRUCTURAL PLAN AND ELEVATION
GENERAL STRUCTURAL NOTES
END CELL RIPRAP - SECTIONS
END CELL RIPRAP - PLAN
BORING LOGS - 16-33M & 16-34M
BORING LOGS AND LEGEND - 83-5M & 87-9M
SITE MAP - LOCK & DAM 6
DRAWING INDEX, REFERENCE DRAWING INDEX & LEGEND
VICINITY MAP
COVER SHEET
LD6EC_E-101DET.dgn
LD6EC_SD101SEC.dgn
LD6EC_S-505DET.dgn
LD6EC_S-504DET.dgn
LD6EC_S-503DET.dgn
LD6EC_S-502DET.dgn
LD6EC_S-501DLT.dgn
LD6EC_S-304SEC.dgn
LD6EC_S-303SEC.dgn
LD6EC_S-302SEC.dgn
LD6EC_S-301SEC.dgn
LD6EC_S-103PLN.dgn
LD6EC_S-102PLN.dgn
LD6EC_S-101PLN.dgn
LD6EC_S-001GEN.dgn
LE6EC_C-301---.dgn
LD6EC_C-101---.dgn
LD6EC_B-202---.dgn
LD6EC_B-201---.dgn
LD6EC_G-101---.dgn
LD6EC_G-003---.dgn
LD6EC_G-002---.dgn
LD6EC_G-001---.dgn
: RIPRAP
: WORK LIMITS
: SURVEY CONTROL POINT (2D)
: SURVEY CONTROL POINT (3D)
: BORING LOG
SHT SHEET
C/L CENTER LINE
BT BENT
SPA SPACING
EQ EQUAL
EA EACH
S O
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®of Engineers
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US Army Corps
90°
0'
RAMP
HOUSE
LOCK CONTROL
195'
204'
90°
90°
294'
.6
125'
56'
90'
127.35°
80'
100'
300'
SEE NOTE 6
LOADING DOCK
90°
90°
NEW END CELL
SEE NOTE 2
PUBLIC BOAT ACCESS
AREA RESERVED FOR
AREA B
STAGING
END CELL
CONTRACT
FOR TOW HAULAGE
STAGING AREA C
AREA A
STAGING
END CELL
THE MARINA.
PUBLIC ACCESS TO
SEE NOTE 7
AND 8
NOTE 5
SEE
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US Army Corps of Engineers
US Army Corps
ID
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S E E N
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SEE NOTE 7
"D2" LD6
WELL RIM
16-33M
16-34M
87-9M
83-5M
16-33M
16-34M
S
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P F
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B
G-101
1" = 100'
SITE MAP
LOCK AND DAM 6
SCALE:
N
0 100' 200'
L O
C K D
A M
TREMPEALEAU SE GPS
11,400 FT
APPROXIMATELY
M
IS
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P I R
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F L
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S
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GENERAL NOTES: THIS SHEET ONLY
CHECK POST.
POSITION INDICATED ON THE PLAN ON THE END CELL IN LINE WITH THE
8. THE EXISTING LIGHT POST IS TO BE RE-USED AND RELOCATED TO THE
INFORMATION, REFER TO THE SPECIFICATION SECTION 01 14 00.00 13.
RESTRICTIONS AND LIMITATIONS, WITHIN STAGING AREA B. FOR MORE
SHALL BE AWARE OF THE GOVERNMENT'S LOADING DOCK
ON-SITE FIELD WORK FOR THE END CELL PROJECT. THE CONTRACTOR
CONTRACTOR TO USE THROUGHOUT THE DURATION OF THE
7. THE STAGING AREAS (A AND B) HAVE BEEN IDENTIFIED FOR THE
TOW HAULAGE CONTRACT.
6. STAGING AREA C HAS BEEN IDENTIFIED TO BE RESERVED FOR THE
5. GAGE HOUSE IS NOT TO BE DISTURBED.
4. MARINE STAGING AREA LAND SIDE.
CONTRACTOR PARKING.
CONTRACTING OFFICER TO DETERMINE FINAL LOCATION FOR
LAYDOWN AND STAGING AREAS. CONTRACTOR TO COORDINATE WITH
3. CONTRACTOR PARKING SHALL BE WITHIN AREAS DESIGNATED FOR
SPECIFICATION SECTION 01 14 00.00 13.
PUBLIC ACCESS AREAS. FOR MORE INFORMATION REFER TO
CONSTRUCTION LAYDOWN AND STAGING AREAS DESIGNATED AS
ISOLATE THE PUBLIC FROM ALL CONSTRUCTION ACTIVITIES AND
2. TEMPORARY PROJECT SAFETY FENCING SHALL BE USED TO
CONDITION FOLLOWING COMPLETION OF THE PROJECT.
STAGING AREAS SHALL BE RESTORED TO THEIR ORIGINAL
CONSTRUCTION. ALL AREAS FOR CONSTRUCTION LAYDOWN AND
1. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS PRIOR TO
L
D E
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.9
B
WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
THAN 50 PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
1 MAY 1984
84-1M
GENERAL BORING LEGEND
GENERAL BORING NOTES
LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
9. THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
8. ELEVATIONS REFERENCED TO NAVD88 ADJ. UNLESS SPECIFIED OTHERWISE.
OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED
7. % RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT
4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN
6. RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY
LEFT OF THE BORING STAFF.
5. D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
BORING STAFF.
4. ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE
SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS
A 1… X 2-INCH SAMPLER, 3#8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING
AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE
3. BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT
TO THE LEFT OF THE BORING STAFF.
2. MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
1. GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
NOTES:
1. WATER LEVEL NOT DETERMINED
GM
SP
SP-SM
SC
CH
SC
CH
SC
SM
SP-SM
SPT
CRUSHED ROCK COBBLES- FINE GRAVEL0' TO 0.15'
(CH) SANDY FAT CLAY30' TO 30.3'
600.0
G.S. 644.0
83-5M
09 MAY 83
D MC LL PL10
SATURATED, AUGERED
(GM) SILTY GRAVEL WITH SAND,0.15' TO 2'
0.75' GRAY, 0.75' BLACK SILTY SAND, 1.5' BROWN, BROWN
SATURATED, OCCASIONAL COARSE SAND SEAMS,
(SP) POORLY GRADED SAND, LOOSE,2' TO 20'
LOOSE, SATURATED, BROWN
(SP-SM) POORLY GRADED SAND WITH SILT,20' TO 27'
VERY SOFT, SATURATED, SEAMS OF CH, GREENISH GRAY
(SC) CLAYEY SAND WITH GRAVEL,27' TO 30'
SATURATED, GREENISH
(SC) CLAYEY SAND, VERY LOOSE,30.3' TO 31.2'
SATURATED, GREENISH GRAY
(CH) SANDY FAT CLAY, SOFT,31.2' TO 33.5'
SATURATED, GREENISH
(SC) CLAYEY SAND, VERY LOOSE,33.5' TO 35.7'
SATURATED, GREENISH GRAY
(SM) SILTY SAND, MEDIUM DENSE,35.7' TO 36.2'
BROWN TO GREENISH GRAY
LOOSE TO MEDIUM DENSE, SATURATED,
(SP-SM) POORLY GRADED SAND WITH SILT,36.2' TO 44'
AND BENTONITE DRILLING FLUID USED BELOW AUGER
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 635.0 , ROLLER BIT
S O
L
IC
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A T
IO
N N
O
F
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A M
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D W
N B
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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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U M
B E
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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
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N
C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
3. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
CL
SP
CL
SP
SP-SM
MH
SP
SP-SC
SM
SP-SC
SP-SC
SC
CL
SP
SPT
WATER1.5' TO 8'
AIR0' TO 1.5'W. S. 639.1
G.S. 632.6
552.6
01 SEP 87
87-9M
0.2
0.073
0.25
0.14
0.21
0.004
D MC LL10 PL
VERY LOOSE, SATURATED, GREEN
(SP-SC) POORLY GRADED SAND WITH CLAY,8' TO 10'
SATURATED, GREEN GRAY
(SC) CLAYEY SAND, VERY LOOSE,10' TO 11.4'
VERY SOFT, SATURATED, GREEN
(CL) SANDY LEAN CLAY, 11.4' TO 12.8'
LOOSE, SATURATED, DARK GRAY
(SP-SC) POORLY GRADED SAND WITH CLAY,12.8' TO 21.6'
SATURATED, BLUEISH GRAY
(CL) SANDY LEAN CLAY, STIFF TO SOFT,21.6' TO 26.2'
SATURATED, BLUEISH GRAY
(SM) SILTY SAND, LOOSE,26.2' TO 30.3'
OCCASIONAL WOOD FRAGMENTS, WOOD 34.3-34.5, DARK GRAY
LOOSE, SATURATED, SLIGHTLY DENSE,
(SP-SC) POORLY GRADED SAND WITH CLAY,30.3' TO 35'
(FLUVIAL) LOOSE TO MEDIUM DENSE, SATURATED, GRAY.
(SP) POORLY GRADED SAND,35' TO 42.7'
SATURATED, DARK GREEN
(MH) ELASTIC SILT, MEDIUM STIFF,42.7' TO 46.1'
MEDIUM DENSE, SATURATED, GRAY
(SP) POORLY GRADED SAND,46.1' TO 50'
(FLUVIAL) 62.4 COLOR CHANGE TO BROWN, BLUEISH GRAY.
MEDIUM DENSE, SATURATED,
(SP-SM) POORLY GRADED SAND WITH SILT,50' TO 64.6'
(FLUVIAL) MEDIUM DENSE, SATURATED, BROWN.
(SP) POORLY GRADED SAND,64.6' TO 80.2'
MEDIUM STIFF, SATURATED, THINLY BEDDED, GREEN
(CL) SANDY LEAN CLAY,80.2' TO 85.4'
(FLUVIAL)SATURATED, IRON OXIDE STAINING, ORANGE TO BROWN.
(SP) POORLY GRADED SAND, MEDIUM DENSE, 85.4' TO 88'
1. BORING OBTAINED FROM FLOATING PLANT
ROLLER BIT AND BENTONITE DRILLING FLUID USED BELOW CASING
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL.621.6
E
C
B -2 d g n
-3
M
-3
M
/0
/0
B O
R
IN
G L
O G
S
B-202
/2
/2
T R
E M
P E
A L E
A U
W I
L O
C K A
N D D
A M E
N D C
E L L
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
L O
C K A
N D D
A M
T S
U L L
Y
D P
F
D P
F
C A
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
S I
D
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
NOTES:
3. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
SP
CL
SP
SM
SP
CL
MH
CL/CH
SP
SM
CL
SP-SM
SP
ML
SP
SP
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 13.9'
(SM) SILTY SAND, SOFT, SATURATED, DARK GRAY35.6' TO 36.3'
(CL/CH) LEAN CLAY, SOFT, MOIST TO WET, LAMINATED, BROWN50' TO 51.5'
(SP) POORLY GRADED SAND, LOOSE, SATURATED, GRAY51.5' TO 57'
(CL) LEAN CLAY, MEDIUM STIFF, MOIST TO WET, DARK GRAY82.7' TO 85.7'
86.5' TO 89.1'
W. S. 641.5
533.0
G.S. 629.1
16-33M
0.105
0.281
0.014
0.099
0.105
0.035
0.124
0.002
0.017
0.219
0.226
0.227
0.189
0.005
0.003
0.179
0.007
0.179
0.22
D MC LL PL10
OCASIONAL SILTY SEAM, BROWNISH GRAY
SATURATED, SHELL FRAGMENTS,
(SP) POORLY GRADED SAND, LOOSE,13.9' TO 25.2'
WET, TRACE SHELL FRAGMENTS AND FINE SAND, DARK GRAY
(CL) LEAN CLAY, SOFT TO VERY SOFT,25.2' TO 26.9'
UNIFORM, OCASIONANL THIN CLAYEY SEAM, DARK GRAY
LOOSE TO MEDIUM DENSE, SATURATED,
(SP) POORLY GRADED SAND,26.9' TO 35.6'
SOME SHELL FRAGMENT AND ORGANIC SEAM, DARK GRAY
INTERBEDDED WITH CLAYEY SLITY SAND,
(SP) POORLY GRADED SAND, LOOSE, 36.3' TO 45'
WET TO SATURATED, SAND SEAMS, SOME ORGANICS, DARK GRAY
(CL) LEAN CLAY, SOFT TO VERY SOFT,45' TO 48'
SAND SEAMS, DARK GRAY
(MH) SILT WITH SAND, SOFT TO VERY SOFT,48' TO 50'
STICKS AND WOOD, DARK GRAY TO GRAY
MOIST TO WET, ORGANIC PARTINGS,
(SM) SILTY SAND, LOOSE TO MEDIUM STIFF,57' TO 63.8'
TRACE SHELL FRAGMENTS, LIGHT BROWN
SATURATED, SIZE COARENS DOWNWARD,
(SP) POORLY GRADED SAND, LOOSE TO MEDIUM DENSE,63.8' TO 82.7'
SATURATED, ORGANICS, DARK GRAY
(SP-SM) POORLY GRADED SAND WITH SILT,85.7' TO 86.5'
SATURATED, TRACE PEA GRAVEL, BROWN
(SP) POORLY GRADED SAND, MEDIUM DENSE,89.1' TO 94.1'
ORGANIC STRINGERS, BROWNISH GRAY WITH BLACK
(ML) SILT, MEDIUM STIFF TO STIFF, SATURATED,94.1' TO 95.5'
SATURATED, TRACE SILT STRINGERS, BROWN TO GRAY
(SP) POORLY GRADED SAND, MEDIUM DENSE TO DENSE,95.5' TO 110'
1. BORING OBTAINED FROM FLOATING PLANT
4. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE
COMPLETED WITH BENTONITE DRILLING FLUID AND ROLLER BIT.
2. HOLE STABILIZED WITH 3 1/4-INCH I.D. HOLLOW STEM AUGER TO EL. 599.0, BORING
S O
L
IC
IT
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N N
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F
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C K
D B
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D E
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IG
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D B
Y
D E
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IP
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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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U M
B E
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S
IZ
E
S U
B M
IT
T E
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
E
D A
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M A
R K
D E
S C
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N
C O
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R A
C T N
O
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
3. CASING REMOVED AND HOLE ALLOWED TO CAVE
SP
SM
SP
SM
MH
SP-SM
SM
SM
SP
CL
SP
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 14'
W. S. 641.6
556.1
G.S. 629.1
16-34M
0.236
0.157
0.251
0.003
0.006
0.145
0.117
0.084
0.006
0.006
0.007
0.083
0.012
0.256
0.006
0.214
0.197
0.284
0.216
D MC LL PL10
OCASIONAL THIN CLAY SEAM, BROWN TO GRAY
SHELL FRAGMENTS AND MUSSELS SHELLS,
(SP) POORLY GRADED SAND, LOOSE, SATURATED,14' TO 26.6'
SATURATED, ML CLAYEY SANDY SILT SEAM 28.1', DARK GRAY
(SM) SILTY SAND, SAND FINE, LOOSE,26.6' TO 28.4'
LOOSE, SATURATED, CLAYEY SEAMS, GRAY
(SP) POORLY GRADED SAND, 28.4' TO 46.2'
MOIST TO WET, ORGANICS, SP STRINGERS, GRAY
(SM) SILTY SAND, SAND FINE, LOOSE TO SOFT,46.2' TO 47.5'
TRACE SAND, BLACK AND GRAY
MOIST, SHELL PARTS AND FRAGMENTS , ORGANICS,
(MH) ELASTIC SILT, SOFT TO MEDIUM STIFF,47.5' TO 51.2'
SM SEAMS THIN TO 2", WITH ORGANICS, SHELL FRAGMENTS, GRAY
(SM) SILTY SAND, MEDIUM STIFF, INTERBEDDED, 56.8' TO 62.7'
WITH SHELLS (CLAM AND SNAIL), GRADES INTO SP, GRAY
(SM) SILTY SAND, MEDIUM STIFF, 62.7' TO 65'
COARSER DOWNWARD, BROWN
SATURATED, SOME SHELL FRAGMENTS AT CONTACT,
(SP) POORLY GRADED SAND, MEDIUM DENSE,65' TO 82.2'
TRACE FINE SAND, SOME ORGANICS, BROWN AND GRAY
(CL) LEAN CLAY, MEDIUM STIFF, WET,82.2' TO 84.1'
SATURATED, CLAY SEAM WITH GRAVEL BELOW 85.6', BROWN
(SP) POORLY GRADED SAND, DENSE,84.1' TO 87'
1. BORING OBTAINED FROM FLOATING PLANT
BENTONITE DRILLING FLUID AND ROLLER BIT USED BELOW AUGER.
2. HOLE STABILIZED WITH 3 1/4-INCH I.D. HOLLOW STEM AUGER TO EL. 604.1,
GRAY
SHELL FRAGMENTS SCATTERED WITH PLANT FRAGMENTS (WOOD),
MEDIUM DENSE, SATURATED,
(SP-SM) POORLY GRADED SAND WITH SILT,51.2' TO 56.8'
FROM 15% TO 0% CROSS-SLOPE
POINT R-4 START TRANSITION
RIVER BOTTOM
MATCH EXISTING
FROM 15% TO 0% CROSS-SLOPE
POINT R-6 END TRANSITION
0%
0%
R-3
R-7
R-10
R-9
R-1
R-2
A1
C -301
R-4
R-5
R-6
V A
R
IE
-3
R-8
B1
C-301
1V :2
H
V :2
H
C-
1V:2H
V :2
H
S E E N
O T E
/2
L O
C K A
N D D
A M E
N D C
E L L
L O
C K A
N D D
A M
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P S O
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E -U .S S
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IN
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IN
E D F
A C
T O
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C F
G E
O
ID
T S
U L L
Y
/0
/0
B D
S
B D
S
C A
A
P L
A N
E N
D C
E L L R
IP
R A
P
C-101
L D
E
C
C -1 d g n
END CELL RIPRAP PLAN
1. 10' TRANSITION OF RIPRAP KEY-IN TO NO RIPRAP KEY-IN.
GENERAL NOTES:
0 20'10'
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
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N
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
E
S U
B M
IT
T E
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
E
D A
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M A
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D E
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®of Engineers
US Army Corps of Engineers
US Army Corps
NOTE 3
SEE
OUTER FACE OF END CELL
R80 RIPRAP
BOTTOM
EXISTING RIVER
BOTTOM
EXISTING RIVER
R80 RIPRAP
625.00
EL.
OUTER FACE OF END CELL
SEE NOTE 1
EXCAVATE TO EL. 623.00
EXISTING RIPRAP
R80 RIPRAP
EL. 623.50
OUTER FACE OF END CELL
625.00
EL.
BOTTOM
EXISTING RIVER
RIPRAP KEY-IN
9" BEDDING
BOTTOM
EXISTING RIVER
R80 RIPRAP
OUTER FACE OF END CELL
RIPRAP KEY-IN
9" BEDDING
TO 623.00 FOR THE END CELL)
(ANGLE OF REPOSE FROM EXCAVATION
EXCAVATION LINE
EL. 628.25
FROM 625.0 TO 628.25
ELEVATION VARIES
9" BEDDING
/2
L O
C K A
N D D
A M E
N D C
E L L
L O
C K A
N D D
A M
T R
E M
P E
A L E
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A U
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IS
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S T P
A U
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IN
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S O
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
D
W I S
P C
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C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
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.9
B
E L E
V A
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N D
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O L
C O
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IN
A T
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Y S
T E
M
H O
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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
O
ID
T S
U L L
Y
/0
/0
B D
S
B D
S
C A
A
E N
D C
E L L R
IP
R A
P
C-301
L D
E
C
C -3 d
S E
C T
IO
N S
B1
TYPICAL SECTION
GRADING POINTS R-3 TO R-5
GENERAL NOTES
C1
TYPICAL SECTION
GRADING POINTS R-5 TO R-7
TYPICAL SECTION
GRADING POINTS R-1 TO R-3
4. MAXIMUM ELEVATION OF RIPRAP IS 629.00.
EL. 623.00.
RIVER BOTTOM ELEVATION IS GREATER THAN OR EQUAL TO
THE EXCAVATION WILL BE AT EL. 623.00 WHEN THE EXISTING
TO EXISTING RIVER BOTTOM WILL NOT BE NEEDED.
BOTTOM ELEVATION IS LESS THAN EL. 623.00, THUS EXCAVATION
RIVER BOTTOM ELEVATION WHEN THE EXISTING RIVER
FACE OF THE END CELL WILL BE EQUAL TO THE EXISTING
3. ELEVATION OF THE EXCAVATION NEXT TO THE OUTER
2. SEE SHEET ID C-101 FOR TOP OF RIPRAP GRADING POINTS.
AT THE SLOPE BREAK IS 623.50'.
TO 0% AT POINT R-5. AT POINT R-3 THE ELEVATION
1. THE SLOPE VARIES FROM 15% AT POINT R-3
0 20'10'
0 20'10'
0 20'10'
A3
TYPICAL SECTION
GRADING POINTS R-7 TO R-9
0 20'10'
S O
L
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IT
A T
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N N
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F
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A M
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D W
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C K
D B
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2 3
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
0 10 20 30 40 50 60 70 80 90-10
0 10 20 30 40 50 60 70 80 90-10
0 10 20 30 40 50 60 70 80 90-10
CELL
END
0%
VARIES
CELL
END
CELL
END
0 10 20 30 40 50 60 70 80 90-10
CELL
END
20%
V
R
IE
S
LEGEND
CONCRETE REMOVALS
L D
E
C S -0
G E
N .d
S I
D
U .S
A R
M Y C
O R
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S-001
/2
/2
LAP SPLICE EMBEDMENT
TOP BARS OTHER BARS TOP BARS OTHER BARS
NOTE:
SPLICE AND EMBEDMENT TABLE
Fy = 60000 PSI f'c = 4000 PSI
NO.
SIZE
BAR
LAP SPLICES AND EMBEDMENT LENGTHS (inches)
TABLE 1
SHALL BE USED.
2. WHEN f'c IS GREATER THAN 4000 PSI, THE VALUES IN TABLE 1
A TOP BAR.
12 INCHES ABOVE A CONSTRUCTION JOINT CONSTITUTE
IS CAST BELOW THE BAR. HORIZONTAL BARS GREATER THAN
PLANE SO PLACED THAT MORE THAN 12" OF CONCRETE
LESS THAN 45 DEGREES WITH RESPECT TO A HORIZONTAL
1. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED
S T L
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STRUCTURAL GENERAL NOTES:
TRADES IN ACCORDANCE WITH THE CONTRACTORS ERECTION PLAN.
TRANSPORT, ERECTION OR ANY OTHER ANCHORAGES OR DEVICES REQUIRED FOR WORK OF OTHER
THE CONTRACTORS DESIGN SHALL INCLUDE EFFECTS FROM STRIPPING, LIFTING, HANDLING,
CONTRACTOR SHALL PREPARE AND SUBMIT DESIGN COMPUTATIONS IN ACCORDANCE WITH ACI 318.
PRECAST WALL UNITS ARE DESIGNED AND DETAILED FOR IN-SERVICE LOADS ONLY. THE2.
DESIGN CONCRETE STRENGTH FOR PRECAST CONCRETE MEMBERS IS 4,500 PSI AT 28 DAYS.1.
PRECAST CONCRETEF.
ASTM A 572/A 572M, GRADE 50 Fy=50,000PSI1.
SHEET PILEE.
ASTM A252 GRADE 3 Fy=45,000PSI1.
PIPE PILED.
STRUCTURAL PIPES - ASTM A53, GRADE B, Fy=35,000PSI4.
STRUCTURAL TUBING - ASTM A500, GRADE B, Fy=46,000PSI3.
ANGLES, CHANNELS, BARS, AND PLATES - ASTM A36 Fy=36,000PSI2.
W-SHAPES - ASTM A992 OR A572 GRADE 50 Fy=50,000PSI1.
STRUCTURAL STEEL AND MISCELLANEOUS METALSC.
ALL-THREAD REBAR SHALL CONFORM TO ASTM A615, GRADE 100.
ALL CONCRETE REINFORCING BARS SHALL BE BLACK BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT1.
REINFORCING STEELB.
IN ANY DIRECTION.
MANNER IN WHICH THE DIFFERENCE IN ELEVATION AT ANY LOCATION OF THE PLACEMENT SHALL NOT EXCEED 2 FEET
TO THE GOVERNMENT. ALL CONCRETE PLACED WITHIN THE END CELL PZ AND PS PILING SHALL BE PLACED IN A
OFFICER. SMALLER LIFTS MAY BE PLACED IF APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST
PERMISSIBLE CONCRETE PLACEMENT. ANY DEVIATION IN LIFT HEIGHTS SHALL BE APPROVED BY THE CONTRACTING
ALL HORIZONTAL CONSTRUCTION JOINTS OR CONCRETE LIFTS SHOWN ON THE DRAWINGS INDICATE THE MAXIMUM4.
PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS UNLESS NOTED OTHERWISE.3.
2016 EDITION.
IN THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, CAST-IN-PLACE CONCRETE FOR PILE FILL SHALL BE CONCRETE MIX NUMBER 1X62 AS SPECIFIED2.
THE CONTRACTOR IS RESPONSIBLE FOR THE MASS CONCRETE MIX DESIGN PROPORTIONS.
CEMENTITIOUS RATIO OF 0.45 AND A MAXIMUM COMPRESSIVE STRENGTH (F'C) OF 4500 PSI AT 28 DAYS.
CAST-IN-PLACE CONCRETE FOR THE END CELL SHALL BE MASS CONCRETE WITH A MINIMUM WATER TO1.
CAST-IN-PLACE CONCRETEA.
II.MATERIALS
ICE AND DEBRIS LOADS ARE CONSIDERED USUAL LOADS FOR DESIGN.2.
ICE AND DEBRIS LOAD OF 5 KIPS PER LINEAL FOOT WAS APPLIED TO THE GUIDE WALL AT ELEVATION 638.53.1.
ICE AND DEBRIS LOADF.
NO SEISMIC LOADS USED IN THIS DESIGN.1.
SEISMICE.
VERTICAL LIVE LOAD OF 200 POUNDS PER SQUARE FOOT WAS USED FOR TOP SURFACE OF END CELL.1.
VERTICAL LIVE LOADD.
LOAD CONSIDERED A USUAL LOAD FOR DESIGN.2.
ELEMENT, NOT TO EXCEED A TOTAL LOAD OF 76 KIPS ON ANY STRUCTURAL ELEMENT.
VESSEL THRUST LOAD APPLIED AS A UNIFORM LOAD OF 240 POUNDS PER SQUARE FOOT OF EXPOSED FACE OF1.
VESSEL THRUSTC.
LOAD CONSIDERED A UNUSUAL LOAD FOR DESIGN.2.
PARALLEL WITH WALL.
HAWSER LOAD APPLIED AS A 160 KIP POINT LOAD AT THE TOP OF THE WALL. LOAD APPLIED AT 30 DEGREES FROM1.
HAWSER PULLB.
END CELL.
END CELL IMPACT LOADS APPLIED AS POINT LOADS FROM 0 TO 45 DEGREE FROM THE DOWNSTREAM END OF THE2.
EXTREME IMPACT LOAD 1400 KIPS TRANSVERSEb.
UNUSUAL IMPACT LOAD 1000 KIPS TRANSVERSEa.
END CELL1.
VESSEL IMPACT LOADSA.
DESIGN LIVE LOADSI.
STATION NUMBERS ARE SHOWN FOR REFERENCE TO ORIGINAL CONSTRUCTION DRAWINGS.D.
ALL DIMENSIONS AND LENGTHS ARE BASED ON HORIZONTAL AND VERTICAL PLANES. C.
AND AT AN AGE OF 28 DAYS.
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE SPECIFIED TOLERANCES AT A TEMPERATURE OF 45 DEGREES FB.
SHOWN ON DRAWINGS BEFORE STARTING WORK.
WORK. NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND VARIATIONS IN DIMENSIONS AND ELEVATIONS FROM THOSE
VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS AND EXISTING AT THE SITE BEFORE STARTING
THE EXISTING LOCK BACKGROUND FOR THIS PROJECT WAS DEVELOPED FROM AVAILABLE HISTORIC DRAWING RECORDS.A.
V.MISCELLANEOUS
APPROXIMATELY 1/4" OVER THE LIFT SURFACE.
CLEAN, WELL-BONDED COARSE AGGREGATE PARTICLES ARE EXPOSED UNIFORMLY TO A FULL AMPLITUDE OF
OF THE METHOD USED, THE RESULTING SURFACE SHALL BE FREE FROM ALL LAITANCE AND INFERIOR CONCRETE SO THAT
ALL CONSTRUCTION JOINTS SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATION SECTION 03 70 00. REGARDLESS2.
ANY JOINT SHOWN ON THE PLANS WILL NOT BE ALLOWED.
CONSTRUCTION AND CONTRACTION JOINTS ARE PART OF THE DESIGN. RELOCATION OR ELIMINATION OF1.
IV.CONSTRUCTION/CONTRACTION JOINTS
IN ACCORDANCE WITH TABLE 1.
PROVIDE CORNER BARS OF SAME SIZE AND NUMBER AT ALL CORNERS. LAP LENGTH FOR EACH LEG SHALL BED.
PROVIDE STANDARD HOOKS WHERE HOOK LENGTHS ARE NOT SPECIFIED.C.
MINIMUM EMBEDMENT LENGTHS AND LAP SPLICE LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH TABLE 1.B.
CONCRETE PROTECTION FOR ALL REINFORCING SHALL BE 4" UNLESS NOTED OTHERWISE ON THE PLANS.A.
III.CONCRETE AND REINFORCING (GENERAL)
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
2" EXPANSION JOINT
2" EXPANSION JOINT
PRECAST WALL UNIT
END CELLMATCH EXISTING
WALL ARMOR TO
(DO NOT DISTURB)
AND ENCLOSURE
EXIST. GAGE WELL
º
SEE SHT S-505
LADDER
SHT. S-301.
MODIFICATIONS. SEE
EXIST. GUIDEWALL
S-504 FOR DETAILS.
HANDRAIL, SEE SHT.
POST
CHECK
(TYP)
CONT. JT.
(TYP)
CONT. JT.
"2
14'-10 6'-0" 6'-0"
GATE
OUTDRAFT SIGN.
RELOCATE EXIST.
S-504 FOR DETAILS.
HANDRAIL. SEE SHT.
DETAILS.
SEE SHT. S-502 FOR
CORNER PROTECTION.
SHT. SD101 AND S-301.
MODIFICATIONS. SEE
EXIST. GUIDEWALL
END CELL.
RELOCATE TO NEW
SIGN. REMOVE AND
EXIST. OUTDRAFT
GUIDEWALL MODIFICATION.
REINSTALL HANDRAIL IN AREA OF
EXIST. HANDRAIL. REMOVE AND
SEE NOTE 5.
24" DIA. PIPE PILES (TYP)
LIGHT STANDARD
RELOCATE EXIST.
REMOVE AND
SEE NOTE 7.
ARMOR PLATE
OUTDRAFT SIGN.
RELOCATE EXIST.
TIMBER CRIBBING
EXIST. ROCK-FILLED
SEE SHT. S-504
EXIST. RAILING.
HANDRAILING TO
CONNECT NEW
RIPRAP
FOR DETAILS.
SECTION 26 05 00.00 40
E-101 AND SPECIFICATION
NEW CONDUIT. SEE SHT.
STANDARD AND INSTALL
RELOCATE EXIST. LIGHT
GUIDEWALL
EXIST.
CHECK POST
EXIST.
CHECK POST
EXIST.
EXIST. GUIDEWALL
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A .0
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EL. 645.03
EL. 606.00
ELEVATION
EXISTING TIMBER PILES NOT SHOWN
NOTE:
EL. 654.03
EL. 621.53
EL. 635.53
/0
/0
" TO
O .F. O
F C O
N C R
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R 20'-10
PLAN
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'' = 1'-0"16
3SCALE: 8' 4' 0 8'
'' = 1'-0"16
3SCALE: 8' 4' 0 8'
FLOW
GENERAL NOTES
FLOW
G U
ID
E W
A L L
E N
D
F
A2
S-102
C H
E C
K P
O S
T
C END CELLL
C END CELLL
TOP OF 4TH CONC. LIFT
TOP OF SHEET PILE & PRECAST
TOP OF 5TH CONC. LIFT
EL. 651.53
EL. 635.53 BOTTOM OF PRECAST
TOP OF 2ND CONC. LIFT
EL. 635.00
TOP OF 1ST CONC. LIFT
EL. 628.00
L D
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P
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S-103
L
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H T S
T A
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A R
D
C H
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K P
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T A
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TOP OF 3RD CONC. LIFT
EL. 640.00
EL. VARIES
T O C
E N T E R L
IN
E H
A N
D R
A
IL
R
PROJECT LOWER POOL
EL. VARIES
PZ27 SHEET PILE
TOE OF PS31 AND
S T
E V
E N M
H O
B B
S P .E
A .L .S
VARIES BETWEEN EL. 621 TO EL. 630 (±)
EXISTING RIVER BOTTOM
OF SHEET PILE CELL. SEE NOTE 6.
EXCAVATE TO EL. 623.00 WITHIN LIMITS
EL. 654.03 TOP OF END CELL
SHEET E-101.
RELOCATED TO THE POSITION INDICATED. SEE
8. THE EXISTING LIGHT POLE IS TO BE RE-USED AND
ASSEMBLY ON THE END CELL, SEE SHEET S-304.
7. FOR DETAILS OF COVER PLATE AND ARMOR PLATE
ON SHEETS C-101 AND C-301.
AND BEDDING MATERIAL TO THE ELEVATIONS AS SHOWN
EXCAVATION OUTSIDE OF THE SHEET PILE WITH RIPRAP
PLACED ABOVE ELEVATION 629.00, FILL REMAINING
6. AFTER SHEET PILING IS INSTALLED AND CONCRETE IS
CONCRETE FILLED WITH MnDOT MIX DESIGN1X62.
A252, GR. 3 STEEL PIPE PILES. PILES SHALL BE
5. ALL PILES TO BE 24" DIA. x 1/2" WALL THICKNESS ASTM
4. SEE SHEET S-504 FOR HANDRAIL DETAILS.
3. SEE SHEET S-503 FOR CHECK POST DETAILS.
2. SEE SHEET S-502 FOR CONTROL JOINT DETAIL.
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.
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US Army Corps
6'-0"6'-0"3'-0"
2'-0"
ELEV. 635.00.
REMOVE PORTION OF TEMPLATE ABOVE
TO BE ABANDONED IN-PLACE. CUT AND
CONTRACTOR DESIGNED TEMPLATE
GR. 3 PIPE PILE (TYP)
THICK. ASTM A252,
24" DIA. X 1/2" WALL
PILE (78 REQ'D.)
PS31 SHEET
10"
C PZ27 (TYP)
CRIBBING (TYP)
FILLED TIMBER
MONOLITH ROCK
EXIST. GUIDEWALL
PILES (TYP)
MONOLITH TIMBER
EXIST. GUIDEWALL
ROLLED CORNER
PSA23 90 DEG.
/2
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3SCALE:
S-502
GENERAL NOTES
SHEETS AS PART OF SHOP DRAWINGS.
4. SUBMIT WORK PLAN FOR INSTALLATION OF PS31 AND PZ27
SPECIFICATION SECTION 09 97 02.
BE PAINTED ABOVE ELEV. 623 IN ACCORDANCE WITH
3. ALL SHEET PILES ARE STAY-IN-PLACE FORM WORK AND SHALL
UNO.
2. PILES FOR END CELL ARE SYMMETRIC ABOUT CENTERLINES,
1. FOR GENERAL NOTES, SEE SHEET S-001.
E N
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US Army Corps of Engineers
US Army Corps
PZ27 (TYP.)SEE SHT. S-301
MODIFICATIONS.
EXIST. GUIDEWALL
2" EXP. JT.
S E
E N
O T E
ELEV. 635.00.
REMOVE PORTION OF TEMPLATE ABOVE
TO BE ABANDONED IN-PLACE. CUT AND
CONTRACTOR DESIGNED TEMPLATE
ELEV. 635.53)
UNIT (ABOVE
PRECAST WALL
GR. 3 PIPE PILE (TYP)
THICK. ASTM A252,
24" DIA. X 1/2" WALL
S-505 FOR DETAILS.
639.53). SEE SHT
LADDER (ABOVE ELEV.
S-304 FOR DETAILS.
PLATING. SEE SHT.
END CELL ARMOR
ABOVE ELEV. 645.03.
PRIOR TO CONC. PLACEMENT
REQ'D TO SEAL ALL GAPS
ADDITIONAL FORMWORK
ROLLED CORNER
PSA23 90 DEG.
PILE (78 REQ'D.)
PS31 SHEET
/2
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0 4'4' 2'
N
A1
S-501
'' = 1'-0"8
3SCALE:
A B
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L E
V .0
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D C
E L L S
E C
T
IO
N A
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L A
N V
IE
W
E N
D O
F G
U
ID
E W
A L L
GENERAL NOTES
AND EXPANSION JOINT DETAILS.
4. SEE SHEET S-502 FOR WALL ARMOR, CORNER PROTECTION
ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.
645.03 SHALL BE PAINTED SAFETY YELLOW IN
3. VERTICAL CONCRETE SURFACE ABOVE ELEVATION
2. FOR PILE LOCATION, SEE SHEET S-102.
1. FOR GENERAL NOTES, SEE SHEET S-001.
S T
E V
E N M
H O
B B
S P .E
A .L .S
S-101
1 S -3
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
NEW WALL ARMOR
NEW CORNER PROTECTION
3" C
LR
"4 15'-10
" TYP.4
6'-6"
RAKE FINISH
3" C
LR
" CLR.4
FINISH
RAKE
JOINT
CONSTR.
JOINT
CONSTR.
"2
2"
2"
CAP (TYP)
CORNER PROTECTION
CAP (TYP)
PROTECTION
CORNER
FOR SETTING PRECAST
TO ALLOW CLEARANCE
TRIM BOT. LEG AT 45 DEG
CORNER PROTECTION.
14- #7 EQ. SPA.
UNIT
PRECAST CORNER
(GR 100) (TYP.)
#7 ALL-THREAD REBAR
3'-0" 1'-3"
REMOVAL
CONC.
LINE OF
#7 (TYP)
WALL ARMOR
EXIST.
PROTECTION
CORNER
EXIST.
TO AVOID STEEL SUPPORT FRAME.
#7 (TYP). SHIFT BARS AS REQ'D
NEW WALL ARMOR
(TYP)
9 - #7 BT
PRECAST UNIT
W/ #7'S FROM
9 - #7 BARS TO LAP
GUIDEWALL
EXIST.
PROTECTION
CORNER
NEW
(TYP).
TO MATCH VERT #7
AND EPOXY GROUT
9 - #7 DOWELS DRILL
EMBEDMENT (TYP).
WITH MIN. 2'-1"
GROUT #7 DOWEL
DRILL AND EPOXY
CHAMFER
" x 3"2
ARMOR
NEW WALL
ARMOR
WALL
EXISTING
ARMOR
CORNER
EXISTING
LOCK WALL
FACE OF
EXISTING & PRECAST WALL
GROUT VOID BETWEEN
x 7'-6" x 144 3P
AT 1'-6" O.C.
"x1'-6" SPA.8 32x
ANCHOR BAR
CORNER UNIT
NEW PRECAST
C L
R
7'-4"
S
P A
A T
S
P A
A T
D
W L S S
P A
A T
6'-0" (TYP)
R
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EL. 643.03 T/PRECAST
EL. 654.03 T/WALL
2' 4'0 1'
GUIDEWALL RECONSTRUCTION
A4
" = 1'-0"2
1SCALE:
C3
E
V A
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B
EL. 635.53 B/PRECAST
SECTION
A1
" = 1'-0"2
1SCALE:
M
IN
HAND
OPP.
5°
GENERAL SHEET NOTES
SHEET S-302.
PRECAST NOT SHOWN. SEE
NOTE: #7 ALL THREAD REBAR IN
S T
E V
E N M
H O
B B
S P .E
A .L .S
ARMOR
TYP @ WALL
TYP
A4
C4
HAND
OPP.
ARMOR DETAILS.
3. SEE SHEET S-502 FOR CORNER PROTECTION AND WALL
APPROVAL.
SUBMITTAL OF SPECIFICATION SECTION 03 11 14 FOR
PROVIDING SEAL IN COORDINATION WITH THE FORMWORK
CONTRACTOR SHALL SUBMIT PROPOSED METHOD OF
GROUT SOCKS OR OTHER APPROVED MEANS MAY BE USED.
SIDES OF PRECAST UNIT TO CONTAIN GROUT. USE OF
2. CONTRACTOR SHALL PROVIDE SEAL ALONG BOTTOM AND
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A3
2' 4'0 1'
SECTION
C1
" = 1'-0"2
1SCALE:
REMOVAL
LINE OF CONC.
EL. 640.53
EL. 646.53
EL. 654.03
6"0 3" 1'
DETAIL - PRECAST CONNECTION TO EXIST.
C3
SCALE: 3" = 1'-0"
TO WATER LINE
FROM EL. 643.03
2' 4'0 1'
T Y
P
EL. 654.03
ARMOR
CORNER
EL. 643.03
TOP OF PRECAST
EL. 635.53
BOTTOM OF PRECAST
EXISTING WALL
PRECAST &
GROUT BETWEEN
SECTION - GUIDEWALL RECONSTRUCTION
A3
" = 1'-0"2
1SCALE:
CAST-IN-PLACE
CONCRETE
EQ. SPA.
10 - #7 BARS
#7 @ 12" (TYP)
PRECAST
CORNER
UNIT
GROUT. SEE NOTE 2.
SEAL TO CONTAIN
E.W. (TYP)
#7 @ 12"
DRILL AND EPOXY
GROUT #7 W/ MIN.
2'-1" EMBEDMENT.
LAP W/ VERT. #7
BARS (TYP).
#7 (TYP)
ARMOR
CORNER
IN CONCRETE WALL
SUPPORT ABANDONED
ADDITIONAL STEEL
SHEET S-302 FOR
INFILL BELOW - SEE
NEW PRECAST CORNER
6"0 3" 1'
ARMOR
NEW WALL
ARMOR
WALL
EXISTING
ELEV. 643.03)
REMOVAL (ABOVE
LINE OF CONCRETE
LOCK WALL
FACE OF
TYP AT WALL ARMOR
ABOVE EL. 643.03
CONCRETE
IN-PLACE
NEW CAST-
DETAIL - CAST-IN-PLACE TO EXIST.
SCALE: 3" = 1'-0"
2'-3" 1' -5
1' -5
2' -2
1'-5"
3"
"2
2' -6
2' -6
RECOMMENDATION
MANUFACTURERS
LIFTING EYES PER
L PICK POINTS (2 EA.)
CONCRETE REMOVAL LIMITS
GROUT. SEE NOTE 2.
SEAL TO CONTAIN
5'-10"
6"
"4
2'-7
6'-1"
NEW PRECAST CORNER
3 - SPACER PLATES (T&B)
C10x30 WALERS WITH
9"
9"
LEVELING
GROUT AS REQUIRED FOR
HIGH STRENGTH NON-SHRINK
"4
2'-7
GUIDEWALL
EXISTING
6"
2'-8"
2'-8"
3"
RECOMMENDATION
BAR MANUFACTURER'S
IN SNUG-TIGHT CONDITION PER
COMPLETE ASSEMBLY SHALL BE
EXIST. CONCRETE (IN ADVANCE).
DRILLED AND EPOXY GROUTED INTO
L 4 - #7 ALL-THREAD REBAR (GR. 100)
"4
DURING POSITIONING
ANCHORS FOR ALIGNMENT
WITH EXPANSION2
1x12
1x14 1L
RECOMMENDATION
CONDITION PER BAR MFG'S
SHALL BE IN SNUG-TIGHT
COMPLETE ASSEMBLY
ANCHORAGE (4 TOTAL).
PLATE WASHER FOR
PRECAST WITH 6"x6"x1"
(100 KSI) CAST INTO
#7 ALL-THREAD REBAR
NUT TOP & BOTTOM.
6" PLATE WASHER WITH
PLATE AND DOUBLE NUTS.
"2 1 (GR. 100) W/ 4" x 1" x 6
L #7 ALL-THREAD REBAR
VARIES
1'-3" PROJECTION
1'-6"8"
1'-5"
2'-10"8" 8"
1'-8"
5'-6"
1'-4"1'-6"1'-4"
WITH 2 NUTS (TYP)
6"x6"x1" PLATE
2 - C10x30
C10x30
ELEVATION CONTROL.
SHIM AS NEEDED FOR
" x 1" PLATE. 2 1" x 82
ADHESIVE (IN ADVANCE)
REBAR W/ ANCHOR
(GR. 100) ALL-THREAD
DRILL AND INSTALL #7
T&B CHANNEL WALERS.
BETWEEN CHANNELS. TYP.
" SPACE2
1ACHIEVE 1
SPA. AS SHOWN TO
T&B OF WALERS (TYP) 3 EA.
" x7" SPACER PLATE2 14" x
S I
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B
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C
A4
GENERAL SHEET NOTES
FORMWORK SUBMITTAL OF SPECIFICATION SECTION 03 11 14.
METHOD OF PROVIDING SEAL IN COORDINATION WITH THE
CONTRACTOR SHALL SUBMIT FOR APPROVAL HIS PROPOSED
GROUT SOCKS OR OTHER APPROVED MEANS MAY BE USED.
SIDES OF PRECAST UNIT TO CONTAIN GROUT. USE OF
2. CONTRACTOR SHALL PROVIDE SEAL ALONG BOTTOM AND
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
C
POSITIONED
IS SET &
PRECAST
TYP. AFTER
A .L .S
S T
E V
E N M
H O
B B
S P .E
C4
" 1" P
LA
T E S
"x8
C 8L
" S P A C E R P
C 4"x7"x
L
L
S P A C E R P
C "x 7" x
L
L
CLARITY.
PROTECTION NOT SHOWN FOR
NOTE: WALL ARMOR AND CORNER
S O
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IC
IT
A T
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N N
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F
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A M
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D W
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
1' 2'0 6"
EXISTING GUIDEWALL PRECAST INSTALLATION
A1
SCALE: 1" = 1'-0"
CL
2' 4'0 1'
SCALE: 1/2" = 1'=0"
C
PRECAST SECTION AT EXIST. WALL
A4
L C
CONCRETE
EXISTING
TYP
SCALE: 1 1/2" =1'-0"
EL. 643.03
PRECAST SECTION AT EXIST. WALL SUPPORT
0 1'1' 6"
3" CLR
MATCH HORIZ. BARS (TYP)
#9 CORNER BAR TO
#9 @ 12" TYP.
L A
P L
E N
G T
H
T Y
P
AFTER PRECAST IS SET.
GROUT ANNULAR SPACE
W/ SHEET PILE FLUTES.
W/ #8 DOWEL. COORD.
PRECAST TO ALIGN
PROVIDE SLEEVE IN
PRECAST 5'-2" MIN.
PROJECT ABOVE
#8 DOWEL TYP.
PROTECTION
CORNER
(TYP)
ARMOR
WALL
WALL UNIT
PRECAST
#7 @ 12" TYP.
#5 STIRRUPS @ 12"
S
P A
C E
S A
T
1'-2"
AT 5'-0" O.C
WITH HORIZ. SPA.
#6 - WALL ANCHOR
WALL UNIT
PRECAST
SHIMS (TYP)
STEEL BEARIMG
S
P A
C E
S A
T
1'-2"
AT 5'-0" O.C
WITH HORIZ. SPA.
#6 - WALL ANCHOR
FINISH
RAKE
FINISH
RAKE
TYP. U.N.O.
3" CLR.
" CLR.4
(BELOW)
SHEET PILE
UNIT (BELOW)
PRECAST WALL
WALL UNIT (TYP)
ABOVE PRECAST
C #8 DWLS PROJ.
(T
Y P
(TYP)
WALL UNIT
PRECAST
ABOVE
PROJ.
C #8 DWLS
C PS31 SHEET PILE
PS31 SHEET PILE
CONSTR. JOINT
CORNER ARMOR (TYP.)
#9 @ 12" TYP.
#9 @ 12" E.W.
JOINT
CONSTR.
6" PITCH (TYP EA. PILE)
AND #4 SPIRAL STIRUPS AT
6-#8 BARS WITH STD. HOOK
#9 @ 12" - MATCH DOWELS
CONCRETE (TYP.)
" WALL FILLED WITH 2
24" STEEL PIPE PILE
HORIZ. SPA. FROM VERT #9 BARS)
CELL PROJECT 5'-10". (6" MAX.
AROUND FACE OF ENTIRE END
#9x10'-4" LG. DOWEL @ 12"
ARMOR PLATE
FOR EXTENT OF WALL ARMOR.
WALL ARMOR (TYP). SEE SHT. S-103
" CLR4
#9@12"
#9 DWL
END CELL
CONCRETE
"4
JOINT
CONSTR.
" RAD.2
120'-10
END CELL RADIUS
12" O.C CONT. BEND TO MATCH
WELDED HEADED STUD SPA. AT
5 W/ 2
1 x 2 1L6 x 3
MC13'S.
NOTCH LEG FOR
END CELL RADIUS.
BEND TO MATCH
" CONT.2
1L4 x 4 x
(WHERE INDICATED)
1" ARMOR PLATE
(WHERE INDICATED)
" COVER PLATE4
(WHERE INDICATED)
"2 1MC13x50x6'-7
PILE CELL
PS31 SHEET
E
C S -3
S
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.9
(TYP)
4" CLR
1/2" = 1'-0"
SCALE:
SECTION - CORNER
3" = 1'-0"
DETAIL
6"0 3" 1'
A3
1" = 1'-0"
S-501
SECTION - PRECAST DOWELS
1' 2'0
CONSTR. JT.
A4
SECTION - PRECAST BEARING SHIMS
1' 2'0
S-502
CONSTR. JT.
S T
E V
E N M
H O
B B
S P .E
A .L .S
L
L
TO BACK FACE OF PRECAST UNIT.
WALL UNIT TO PROVIDE 4" CLR
SHOWN. SHIFT DWLS AT PRECAST
TO LAP W/ #9 VERT. BARS NOT
NOTE: #9 PERIMETER DWLS
TOP OF PRECAST
EL. 645.03
TOP OF PRECAST
EL. 645.03
EL. 635.53
TOP OF LIFT
EL. 635.00
EL. 635.53
TOP OF LIFT
EL. 635.00
C1
S-501
S-501
C4
L
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
TOE OF SHEET PILE
EL. 606.00
TOP OF 1ST LIFT
EL. 628.00
TOP OF 5TH LIFT
EL. 651.53
TIP EL. OF 24" DIA. PIPE PILE
EL. 543.00
TOP OF 2ND LIFT
EL. 635.00
EL. 645.53 PILE CUT-OFF
TOP OF 3RD LIFT
EL. 640.00
TOP OF 4TH LIFT
TOP OF SHEET PILE
EL. 645.03
PROJECT LOWER POOL
EL. VARIES
LIMITS OF SHEET PILE CELL.
EXCAVATE TO EL. 623.00 WITHIN
BETWEEN EL. 621 TO EL. 630 (±)
EXISTING RIVER BOTTOM VARIES
EXIST. GUIDEWALL.
AND MATCH GRADE AT
FROM CENTER 0.01'/'
SURFACE DOWN
SLOPE CONCRETE
C5
S-503
TOP OF END CELL
EL. 654.03
A1
1/2" = 1'-0" S-103
INTERLOCK
SHEET PILE
AT EACH
EL. 645.03
END OF PRECAST WALL
PS31 (TYP.)
L4 x 4
1"
5"
3"
PS31
" COVER PLATE4
L4 x 4
8"
1" ARMOR PLATE
" COVER PLATE4
ARMOR PLATE EXTENSION
ON PRECAST WALL
PROTECTION
VERTICAL CORNER
'-1
WALL UNIT
PRECAST
WALL UNIT
PRECAST
1" ARMOR PLATE (TYP)
1" ARMOR PLATE (TYP)
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MC13x50 (TYP)
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" PLATE WASHER8
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" x 6" SLOTTED HOLE
" COVER PLATE
IN
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0 2'2' 1' ''= 1'-0"2
1SCALE:
DETAIL
0 1'1' 6"'' = 1'-0"2
1SCALE: 1
A1
A3 0 1'1' 6"'' = 1'-0"2
1SCALE: 1
SECTION
C4
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06" 3" 6"
SCALE: 3''= 1'-0''
SEE DETAIL A4
0 1'1' 6"'' = 1'-0"2
1SCALE: 1
PROTECTION
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BOTT. OF MC13'S EL. 638.53
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3 TO MC13x50
TYP COVER PLATE
COVER PLATE
PLATE TO
TYP ARMOR
WALL UNIT ONLY)
ARMOR PLATE (END ADJ. TO PRECAST
REMOVE BOLTS AND ADD EXTENSION TO
AFTER COVER PLATE IS WELDED IN PLACE
NOTE:
EL. 645.03
CENTERLINE OF EACH MC13x50.
MIDWAY BETWEEN ARMOR PLATES AND WELDED AT
1. VERTICAL SPACING OF PLUG WELD SHALL BE 4" OC LOCATED
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US Army Corps a u t o t im e
" 2"
PLATE WASHER (TYP)
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1" x 32
"2 11'-6
PLIES (TYP)
24' DIA. PIPE
PILE (TYP)
PS31 SHEET
C PLATE ANCHOR
AND SPACED AS SHOWN ON S-502.
PLATE. ANCHOR BARS STAGGERED
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CORNER PROTECTION
8"
3 SPACES AT 5'-0" = 15'-0" "4
12'-11
6"
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" BENT PLATE W/2
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PRECAST WALL UNIT
1'-3" O.C. CAST IN
HEADED STUDS SPA. AT
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" x 9'-6" LG. PLATE4 310" x
AND BEARING SHIMS
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SEE DETAIL C5 ON S-502.
ANCHOR BARS (TYP)
(AS REQ'D)
BEARING SHIMS
8"x8" ASTM A36
CONTRACTOR)
GASKET (PER
CONTINUOUS
ARMOR
5"
PZ27 SHEET PILE
4"4"
"2 120'-10
1'-0""2 19'-109'-0"1'-0"
"8 72'-1"4
15'-41'-0"8'-0"1'-0""8 33'-4
2'-9""4 12'-4
TUBE (2 EACH)
6" PVC GROUT
BACK FACE
RAKE FINISH
DOWNSTREAM FACE
RAKE FINISH
SEE NOTE 2.
BRACING/SHORING.
CONTRACTOR DESIGNED
#6 BAR.
PILE AS REQ'D FOR
O.C. (TYP). CUT SHEET
SPA. HORIZ. AT 5'-0"
#6 WALL ANCHORS
PRECAST PLACEMENT
TO EL. 635.50 (+/-) TO ALLOW
STEP TOP OF PS SHEET PILE
PRECAST PLACEMENT
TO EL. 635.50 (+/-) TO ALLOW
STEP TOP OF PZ SHEET PILE
AFTER PRECAST IS SET.
GROUT ANNULAR SPACE
" STD. PIPE (TYP.)2
ARMOR
CONTRACTOR)
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CONTINUOUS
PZ27 SHEET PILE
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" HOLE DRILLED, FILLED4
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NOTE 3.
TYP. SEE
NOTE 3.
TYP. SEE
TYP.
PRIOR TO SETTING PRECAST WALL UNIT.
PLATE WITH ENDS OF SHEET PILING AND FIELD WELD
" BENT2
13. CONTRACTOR SHALL FIELD VERIFY LOCATION OF
FORMWORK SUBMITTALS SPECIFIED IN SECTION 03 11 14.
BRACING/SHORING PLAN IN COORDINATION WITH THE
SHALL SUBMIT FOR APPROVAL THEIR PROPOSED TEMPORARY
THEIR MEANS AND METHODS OF CONSTRUCTION. CONTRACTOR
SHALL DESIGN THEIR TEMPORARY BRACING/SHORING TO SUIT
FOR THE 3RD AND 4TH CONCRETE LIFTS. THE CONTRACTOR
FORMWORK TO BE ABANDONED IN-PLACE FOR PLACEMENT
BRACING/SHORING OF STAY-IN-PLACE PZ27 SHEET…
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