W912ES18B0013_PLANS_HALF.pdf
PDF 46 MB Posted
- Attached to
- Lock and Dam (LD) 5A Sheet Pile Installation Federal contract opportunity
- Solicitation number
- W912ES18B0013
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W912ES18B0013 Half Size Drawings
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| File | Type | Posted |
|---|---|---|
| W912ES18B0013_LD5A_Sheet_Pile_Bid_Abstract.pdf | ||
| Amendment_1_W912ES18B0013.pdf | ||
| W912ES18B0013_IFB_AND_SPECS.pdf | ||
| W912ES18B0013_PLANS_FULL.pdf |
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G-003
DESCRIPTION FILE NAME
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
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
RIPRAP
EXISTING
RIPRAP
NEW
ELEVATION
WATER SURFACE
AND LOCATION
CONTROL POINT
Y 382
LOCK AND DAM 5A CONTROL POINTS
N A
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M N S
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DRAWING NO.SHEET ID. DESCRIPTION FILE NAME
CONSTRUCTION DRAWING INDEX
REFERENCE DRAWING INDEX
D R
A W
IN
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N D
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F E
R E
N C
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G E
N E
R A
L N
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E S A
N D S
Y M
B O
L
SHEET ID.
AS-BUILT DRAWING NUMBER
GROUT-SHEET PILE VOID
GROUT-SEEPAGE CUTOFF
PL PLATE
NTS NOT TO SCALE
AS-BUILTS
M-L5A-20/23-FS
M-L5A-20/19-FS
M-L5A-20/18-FS
M-L5A-20/13-FS
M-L5A-20/12-FS
M-L5A-20/4-FS
M-L5A-20/3-FS
M-L5A-20/2-FS
M-L5A-20/1-FS
M-L5A-20/1MFS
HYDROGRAPHS
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
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION4.
TO NAVD 88 BY SUBTRACTING 0.43 FEET.
DRAWINGS. THESE VALUES HAVE BEEN ADJUSTED FROM MSL 1912
3. ELEVATIONS FOR EXISTING CONDITIONS WERE OBTAINED FROM AS-BUILT
COORDINATE SYSTEM, NAD 83 US SURVEY FEET.
HORIZONTAL CONTROL BASED ON MINNESOTA STATE PLANE SOUTH ZONE2.
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL1.
*LOCK & DAM NO 5A - LOCK - DETAILS OF MISCELLANEOUS PARTS
*LOCK & DAM NO 5A - LOCK - DETAILS OF WALL ARMOR & PROTECTION ANGLE
*LOCK & DAM NO 5A - LOCK - LOCATION OF WALL ARMOR & PROTECTION ANGLE
*LOCK & DAM NO 5A - LOCK - REINFORCING STEEL - RIVER WALL AND MISCELLANEOUS
*LOCK & DAM NO 5A - LOCK - REINFORCING STEEL - LAND AND *INTERMEDIATE WALLS
*LOCK & DAM NO 5A - LOCK - MASONRY - UPPER GATES - AUXILIARY LOCK
*LOCK & DAM NO 5A - LOCK - MASONRY - UPPER GATES - MAIN LOCK
*LOCK & DAM NO 5A - LOCK - PILE SPACING
*LOCK & DAM NO 5A - LOCK - GENERAL PLAN
*LOCK & DAM NO 5A - LOCK - MONOLITH LAYOUT
*NOTE: THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT.
S-504
S-503
S-502
S-501
S-201
S-101
S-001
C-101
B-202
B-201
B-101
G-101
G-003
G-002
G-001
MISCELLANEOUS SECTIONS AND DETAILS
SHEET PILE DETAILS
CONNECTION DETAILS
WALE/TIE ROD DETAILS
ELEVATION AND SECTIONS
LAYOUT PLAN AND SEQUENCE OF CONSTRUCTION NOTES
STRUCTURAL NOTES
STRUCTURAL
EXCAVATION PLAN
BORINGS LOGS 17-49M-3 THROUGH 17-50M-3
BORINGS LEGEND, NOTES AND LOGS 17-47M THROUGH 17-49M-2
BORING LOCATION PLAN
GEOTECHNICAL DRAWINGS
SITE MAP, WORK AND PROJECT LIMITS
DRAWING INDEX, REFERENCES, GENERAL NOTES AND SYMBOLS
LOCATION AND VICINITY MAP
COVER SHEET
GENERAL DRAWINGS
LD5ASP_S-504---.DGN
LD5ASP_S-503---.DGN
LD5ASP_S-502---.DGN
LD5ASP_S-501---.DGN
LD5ASP_S-201---.DGN
LD5ASP_S-101---.DGN
LD5ASP_S-001---.DGN
LD5ASP_C-101---.DGN
LD5ASP_B-202---.DGN
LD5ASP_B-201---.DGN
LD5ASP_B-101---.DGN
LD5ASP_G-101---.DGN
LD5ASP_G-003---.DGN
LD5ASP_G-002---.DGN
LD5ASP_G-001---.DGN
RIPRAP
*FLOW DURATION CURVES - JULY - DECEMBER 1960 - 2017
*FLOW DURATION CURVES - JANUARY - JUNE - 1960 - 2017
*FLOW HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2007-2016
*TAIL ELEVATION DURATION CURVES - JULY 1961 - DECEMBER 2016
*TAIL ELEVATION DURATION CURVES - JANUARY 1961 - JUNE 2016
*TAIL ELEVATION HYDROGRAPHS - JANUARY 01 2007 - DECEMBER 31 2016
*POOL ELEVATION DURATION CURVES - JULY 1961 - DECEMBER 2016
*POOL ELEVATION DURATION CURVES - JANUARY 1961 - JUNE 2016
*POOL ELEVATION HYDROGRAPHS - JANUARY 01 2007 - DECEMBER 31 2016
HYDROLOGY_FLOW_DUR2_SHEETPILE_LD5A.PDF
HYDROLOGY_FLOW_DUR1_SHEETPILE_LD5A.PDF
HYDROLOGY_SHEETPILE_LD5A.PDF
TAIL_STAGE_DURATIONS2_5A.PDF
TAIL_STAGE_DURATIONS1_5A.PDF
TAIL_HYDROGRAPHS5A.PDF
POOL_STAGE_DURATIONS2_5A.PDF
POOL_STAGE_DURATIONS1_5A.PDF
POOL_HYDROGRAPH5A.PDF
M-L5A-20-23 NOV LOCK DETAILS OF MISCELLENEOUS METAL PARTS.PDF
M-L5A-20-19 NOV LOCK DETAILS OF WALL ARMOR AND PROTECTION ANGLE.PDF
M-L5A-20-18 NOV LOCK LOCATION OF WALL ARMOR AND PROTECTION ANGLE.PDF
M-L5A-20-13-NOV LOCK REINFORCING STEEL RIVERWALL AND MISCELLANEOUS.PDF
M-L5A-20-12-NOV LOCK REINFORCING STEEL LAND AND INTERMEDIATE WALLS.PDF
M-L5A-20-4-FS.PDF
M-L5A-20-3.PDF
M-L5A-20-2-NOV LOCK PILE SPACING.PDF
M-L5A-20-1-NOV LOCK GENERAL PLAN.PDF
M-L5A-20-1M-FS.PDF
WORK LIMITS / ACCESS LIMITS
CONTRACTING OFFICER CO
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SEE NOTE 5
SEE NOTE 5
SEE NOTE 4
RAMP ACCESS
SEE NOTE 11
SEE NOTE 10
SEE NOTE 12
ACCESS POINT (RAMP)
SEE NOTE 9
HELIPAD
SEE NOTE 4
BARTLET
B A R T
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C O
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O L P
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4 5
"BRASS DS" LD5A
100' 200'0
SITE MAP
A1
N
SCALE 1"=100'
LOCK AND DAM NO. 5A
POINT NO. NORTHING EASTING
1 733,166.00 3,236,334.00
7 732,376.00 3,237,451.00
8 732,818.00 3,237,055.00
50'
SEE NOTE 12
COORDINATE TABLE
WORK / ACCESS LIMITS
SEE NOTE 8
150'
6 732,290.00 3,237,350.00
THERE IS NO LAND ACCESS TO LD5A.
13. VEHICLE ACCESS IS AVAILABLE FROM THE WISCONSIN SIDE PARKING AREA ONLY.
COORDINATE WITH USACE CO FOR ACCESS POINTS.
12. FOOT ACCESS IS AVAILABLE ACROSS THE DAM AND GATES. CONTRACTOR TO
11. FOOT ACCESS IS AVAILABLE THROUGH THE UNDERGROUND TUNNEL.
RAILROAD TRACKS.
10. 150' BY 50' STAGING AREA FOLLOW 12' FROM CENTER LINE OF
9. ACCESS LIMITS FOLLOW EDGE OF EXISTING LOCKHOUSE STRUCTURES.
THE PARKING LOT.
FOR THE PUBLIC TO GET TO THE FISHING FLOAT LOCATED DIRECTLY SOUTH OF
FROM EDGE OF EXISTING PAVED PARKING LOT TO PROVIDE SAFE/CLEAR ACCESS
8. ACCESS/STAGING LIMITS TO BE 50 FEET FROM BUILDING AND FOLLOW 30 FEET
7. ACCESS LIMITS FOLLOW 25' FROM EXISTING FENCE LINE.
6. ACCESS LIMITS FOLLOW EXISTING FENCE LINE.
5. EXISTING GATE WITH ELECTRONIC OPENER.
4. EXISTING SECURITY GATE WITH LOCK AT THIS LOCATION.
ON THE I-WALL.
INCLUDING THE MAIN LOCK MITER GATE AND TAINTER VALVE OPERATING MACHINERY
UPPER MITER GATE AND THE AUXILIARY LOCK MITER GATE TO THE REGULATING DAM,
FROM THE MAIN CENTRAL CONTROL STATION PARKING LOT ACROSS THE MAIN LOCK
CLEAR FOOT/CART ACCESS SHALL REMAIN OPEN AT ALL TIMES FOR USACE STAFF
PROJECT WORK LIMITS FOLLOW EXISTING AUXILIARY LOCK, EXCEPT FOR SAFE AND 3.
CONDITION.
ALL AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL
CONTRACTOR TO DOCUMENT EXISTING CONDITIONS PRIOR TO CONSTRUCTION,2.
FOR PARKING AND STAGING AREAS. HELIPAD IS NOT AVAILABLE FOR STAGING AREA.
TO COORDINATE WITH USACE CO REPRESENTATIVE TO DETERMINE FINAL LOCATION
APPROXIMATE LOCATION FOR STAGING AREA SHOWN. CONTRACTOR1.
"D1" LD5A
GENERAL NOTES THIS SHEET
5 732,749.00 3,237,038.00
4 732,745.00 3,236,999.00
2 733,103.00 3,236,390.00
3 733,040.00 3,236,721.00
11 733,129.00 3,236,710.00
12 733,278.00 3,236,560.00
10 733,116.00 3,236,694.00
9 732,783.00 3,237,008.00
NOT AVAILABLE FOR USE
SEE NOTE 3
PROJECT LIMITS
TO REMAIN
EXISTING FENCE
SEE NOTE 7
SEE NOTE 6
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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
ID
Sheet
17-90C
17-89C
17-88C
17-83M-4
17-83M-3
17-83M-2
17-83M-1
17-87C
17-91C
17-84M
17-85M-1
17-85M-2
17-85M-3
17-85M-4
17-85M-5
17-PROBE2
17-PROBE1
17-86C
N
O T
E D
A N
S I
D L
D
A S
P
B -1 d g n
N
L O
C K A
N D D
A M
A S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N
R E
B
E D
D
W E
H
B-101
M I S
S
IS
S
IP
P I
R
IV
E R
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
O
ID
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
W E
S
B
L O
C K A
N D D
A M N
O
A
S U
IT
E
W
IN
O N
A
M N
N A
V D
N
A D
B 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
C/L AUXILIARY CHAMBER
RIVER WALL
EXISTING
WALL
INTERMEDIATE
EXISTING
.9
M
IN
N E
A P
O L
IS
M N
S T
A N
L E
Y C
O N
S U
L T
A N
T S
IN
C B
IL
L H
O L
M
(SEE NOTE 3)
B O
R
IN
G L
O C
A T
IO
N P
L
W
A Y
Z A
T A B
O U
L E
V A
R D
SHEET NOTES
F L
O W
17-PROBE2 AUGER REFUSAL AT 24'. NO DATA OBTAINED.3.
THE PROJECT SPECIFICATIONS.
CPT BORING (C-SERIES) INFORMATION IS INCLUDED WITH2.
SHEET B-201.
SHOWN AS A COMPOSITE BORING LOG 17-83M ON
BORING LOCATIONS 17-83M-1 THROUGH 1783M-4 ARE1.
8'0 4' 16'
3/16" = 1'
A2
SCALE:
BORING LOCATION
PLAN
/0
/2
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 a u t o t im e
ID
Sheet
NOTES:
SP
CH
SP
SP
SP
SM
SP
SPT
586.4
W.S. 649.9
17-83M
23 JUN 17
D MC LL PL10
SP
SP
SP
SP
3. HOLE STABILIZED WITH 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 588.4
G.S. 631.6
4. CEMENT BENTONITE GROUT TREMIED INTO BORING, ALL CASING REMOVED
5. FOUR LOCATIONS FOR THIS BORE - AUGER REFUSAL AT 28' FOR 17-83M-1; 23' FOR 17-83M-2 & 17-83M-3.
2. BORING OBTAINED FROM FLOATING PLANT
1. BORING LOG IS A COMPOSITE OF BORINGS 17-83M-1 THROUGH 17-83M-4.
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 19.8' WATER
RIP-RAP, GRAY
GRAVEL, LOOSE, SATURATED, BROKEN LS,
19.8' TO 20.4' (SP) POORLY GRADED SAND WITH
SHELLS, SOME PLANT MATTER, DARK GRAY
20.4' TO 20.8' (CH) FAT CLAY, VERY SOFT, WET, WITH
WITH BLACK
SOME BARK, CONCRETE SLAB/RIPRAP 23'-23.4', GRAY
GRAVEL, LOOSE TO MEDIUM DENSE, SATURATED,
20.8' TO 33.8' (SP) POORLY GRADED SAND WITH
DENSE, SATURATED, GRAY
33.8' TO 46' (SP) POORLY GRADED SAND, MEDIUM
SHELLS, DARK GRAY
58' TO 60' (SM) SILTY SAND, MEDIUM DENSE, TRACE
DENSE, SATURATED, GRAY
49.3' TO 58' (SP) POORLY GRADED SAND, MEDIUM
GRAY
DENSE, SATURATED, SOME SHELL FRAGMENTS,
60' TO 65' (SP) POORLY GRADED SAND, MEDIUM
0.21
0.30
0.18
0.19
0.18
SC
SC
MATTER, THIN SEAMS, GRAY
MEDIUM STIFF, WET TO SATURATED, TRACE PLANT
46' TO 49.3' (SC) FINE SAND WITH CLAY, LOOSE TO
NOTES:
SPT
626.0
W.S. 649.5
17-85M-1
25 JUN 17
D MC LL PL10
1. BORING OBTAINED FROM FLOATING PLANT
2. 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 627.0
G.S. 634.0
RIPRAP IN BORING
3. HOLLOW STEM AUGER WAS REFUSED AT EL. 627.0,
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 17' WATER
SAMPLER, RIPRAP
17' TO 25' MUCK SAND AND RIPRAP CHUNKS IN
NOTES:
SPT
630.0
W.S. 649.5
17-85M-2
25 JUN 17
D MC LL PL10
1. BORING OBTAINED FROM FLOATING PLANT
2. 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 630.0
G.S. 632.5
RIPRAP IN BORING
3. HOLLOW STEM AUGER WAS REFUSED AT EL. 630.0,
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 18.5' WATER
18.5' TO 21' RIPRAP
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 D
A
S P
B -2 d g n
B-201
R E
B
E D
D
W E
H
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
8 1
B
A S N
O T
E D
A N
S I
D
S T A
V E
N U
E N
O R
T H
.9
P L
Y M
O U
T H
M N
L O
C K A
N D D
A M N
O
A
S U
IT
E
A N
D E
R S
O N E
N G
IN
E E
R
IN
G
W E
S
B
L O
C K A
N D D
A M
A S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N
W
IN
O N
A
M N
R
IN
G L
E G
E N
D
N O
T E
S A
N D
L O
G S
-8
M -8
M -1 A
N D
-8
M -2
B
IL
L H
O L
M A
N
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
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS.9.
ELEVATIONS REFERENCED TO N.A.V.D. 1988 ADJ. UNLESS SPECIFIED OTHERWISE.8.
SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.7.
4-INCHES.
RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THANCOLUMN.
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY6.
THE LEFT OF THE BORING STAFF.
D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO5.
BORING STAFF.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE 4.
SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS
A 1-3/8 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
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT 3.
SHOWN TO THE LEFT OF THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS2.
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,THE
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE.1.
/0
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 a u t o t im e
ID
Sheet
NOTES:
SP
ML-CL
SP
SP
ML-CL
SP
SPT
23 584.2
W.S. 649.7
17-84M
24 JUN 17
D MC LL PL10
3. CEMENT BENTONITE GROUT TREMIED INTO BORING, ALL CASING REMOVED
1. BORING OBTAINED FROM FLOATING PLANT
2. HOLE STABILIZED WITH 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 586.2
G.S. 631.2
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 20' WATER
20' TO 20.2' (SP) SAND AND SHELLS
SHELLS AND PLANT MATTER, DARK GRAY
20.2' TO 21.1' (ML-CL) SILT, VERY SOFT, WET,
BELOW 37', GRAY. (FILL)
DENSE TO LOOSE, SATURATED, ALLUVIUM SEAMS
21.1' TO 38.7' (SP) POORLY GRADED SAND, MEDIUM
TO MEDIUM DENSE, SATURATED, GRAY. (ALLUVIUM)
38.7' TO 43.9' (SP) POORLY GRADED SAND, LOOSE
FRAGMENTS, DARK GRAY
43.9' TO 45.8' (ML-CL) SILT, SOFT, MOIST, PLANT
GRAY. (ALLUVIUM)
OCCASIONAL PLANT FIBER/SHELL FRAGMENT,
DENSE, SATURATED, 0.2' ML SEAM AT 58.8',
45.8' TO 67' (SP) POORLY GRADED SAND, MEDIUM
0.21
0.21
0.18
0.20
41 25
28 19
NOTES:
SPT
629.0
W.S. 649.5
17-85M-3
25 JUN 17
D MC LL PL10
G.S. 633.5
1. BORING OBTAINED FROM FLOATING PLANT
2. 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 629.0
RIPRAP IN BORING
3. HOLLOW STEM AUGER WAS REFUSED AT EL. 629.0,
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 17.5' WATER
17.5' TO 22' RIPRAP
NOTES:
SPT
629.5
W.S. 649.5
17-85M-4
25 JUN 17
D MC LL PL10
G.S. 633.0
1. BORING OBTAINED FROM FLOATING PLANT
2. 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 629.5
RIPRAP IN BORING
3. HOLLOW STEM AUGER WAS REFUSED AT EL. 629.5,
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 18' WATER
18' TO 21.5' RIPRAP
NOTES:
SPT
626.0
W.S. 649.5
17-85M-5
25 JUN 17
D MC LL PL10
G.S. 634.2
1. BORING OBTAINED FROM FLOATING PLANT
2. 3.25-INCH I.D. HOLLOW STEM AUGER SET TO EL. 626.0
RIPRAP IN BORING
3. HOLLOW STEM AUGER WAS REFUSED AT EL. 626.0,
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 16.8' WATER
16.8' TO 25' RIPRAP
NOTES:
602.2
W.S. 649.7
17-Probe 1
24 JUN 17
2. HOLE STABILIZED WITH 3.25-INCH I.D. HOLLOW STEM AUGER TO EL. 627.4
1. BORING OBTAINED FROM FLOATING PLANT
G.S. 629.2
4. 17-PROBE2 AUGER REFUSAL AT 24'. NO DATA OBTAINED
23.8' TO 26.8' RIPRAP
0' TO 0.2' BARGE DECK
0.2' TO 1.5' AIR
1.5' TO 22' WATER
26.8' TO 49' SOIL
22' TO 23.8' SILT
PUSH WITH DRILL RIG TO 602.2, END OF PROBE.
606.2. POUND WITH 140 POUND HAMMER 61BLOWS FOR 2 FEET TO EL. 604.2.
POUND WITH 140 POUND HAMMER 23 BLOWS FOR .5-FEET, PUSHTO EL.
3. PUSH AWJ RODS WITH RIG HYDRAULICS TO REFUSAL AT EL. 609.7
A S
P
B -2 d g n
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
8 1
B
A S N
O T
E D
A N
S I
D
.9
M
IS
S
IS
S
IP
P I
R
IV
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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
B-202
R E
B
E D
D
W E
H
L O
C K A
N D D
A M
A S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N
L O
C K A
N D D
A M N
O
A
S U
IT
E
W E
S
B
W
IN
O N
A
M N
M
IN
N E
A P
O L
IS
M N
S T
A N
L E
Y C
O N
S U
L T
A N
T S
IN
C B
IL
L H
O L
M A
N
W
A Y
Z A
T A B
O U
L E
V A
R
IN
G L
O G
S
-8
M -8
M -3
-8
M -4 -8
M -5 A
N D
-P
R O
B E
/0
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
A
S P
C -1 d g n
SHEET PILE
EXISTING
3/16" = 1'
A2
SCALE:
SHEET PILE STRUCTURE
PLAN
N
8'0 4' 16'
GENERAL SHEET NOTES:
EXISTING APRON
WALL
INTERMEDIATE
EXISTING C/L AUXILIARY CHAMBER
F L
O W
(SEE GENERAL NOTE 1)
RIVERBED SOIL EXCAVATION - EL. 629
(SEE GENERAL NOTE 2)
ALONG WALL - EL. 628 (TYP)
RIVERBED SOIL EXCAVATION
3H:1V SLOPE (TYP)
S U
IT
E
A S N
O T
E D
A N
S I
D
L O
C K A
N D D
A M
A S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N
W E
S
B
S T
A N
L E
Y C
O N
S U
L T
A N
T S
IN
C
M
IN
N E
A P
O L
IS
M N
W
A Y
Z A
T A B
O U
L E
V A
R D
B
IL
L H
O L
M A
N
R E
B
C W
L
Y D
C-101
L O
C K A
N D D
A M N
O
A
W
IN
O N
A
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
N A
V 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
D
B
.9
E X
C A
V A
T
IO
N P
L A
N
MATERIAL SHALL BE REMOVED AND DISPOSED OFFSITE.
UNTIL THE CLOSURE HAS BEEN COMPLETELY FILLED. EXCAVATED
FILL EXTERIOR TO THE SHEET PILE CLOSURE SHALL NOT BE PLACED
SHEET PILE HAS BEEN DRIVEN AND CONNECTED. SELECT GRANULAR
TO THE SHEET PILE CLOSURE SHALL NOT BE PLACED UNTIL THE
PRECONSTRUCTION ELEVATION. SELECT GRANULAR FILL INTERIOR
REPLACE EXCAVATED MATERIAL WITH SELECT GRANULAR FILL TO 3.
ENCOUNTERED.
UNTIL CONFIRMED BY CONTRACTING OFFICER THAT SAND HAS BEEN
MATERIAL SHALL BE REMOVED TO ELEVATIONS SHOWN OR BEYOND
EXCAVATION AT A 3H:1V TO THE ELEVATION 629 EXCAVATION AREA.
ELEVATION OF 628.0 FOR A WIDTH OF 3' FROM THE WALL. SLOPE
EXCAVATE RIVERBED SOIL ADJACENT TO LOCK WALLS TO AN 2.
CONTRACTING OFFICER THAT SAND HAS BEEN ENCOUNTERED.
REMOVED TO ELEVATION 629.0 OR BEYOND UNTIL CONFIRMED BY
EXCAVATING ADJACENT TO THESE STRUCTURES. MATERIAL SHALL BE
APRON OR LOCK WALLS CONCRETE OR FOUNDATION WHEN
FROM THE EXISTING APRON. USE CARE NOT TO DAMAGE EXISTING
AREA OF EXCAVATION TO EXTEND UPSTREAM A DISTANCE OF 32 FEET
EXCAVATE RIVERBED SOIL TO ELEVATION 629.0 IN THE AREA SHOWN. 1.
/0
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®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
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A L N
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FILL: SELECT GRANULAR FILLG.
TIMBER: SOUTHERN YELLOW PINEF.
STRUCTURAL BOLTS: ASTM A325 (UNO)E.
MISCELLANEOUS STEEL: ASTM A36 (UNO)D.
CHANNELS: ASTM A36C.
SHEET PILE TIE-RODS: ASTM A615 GRADE 75B.
SHEET PILE: ASTM A572 GRADE 50A.
MATERIAL:11.
SEISMIC LOAD: LOW SEISMIC RISK, NOT INCLUDED IN DESIGN.F.
SNOW LOAD, WIND LOAD, RAIN LOAD: NOT INCLUDED IN DESIGN.E.
ICE LOAD: 5,000 PLF AT NORMAL UPPER POOL ELEVATION.D.
WALKWAY: 100 PSF, OR 6,000 LB MAINTENANCE VEHICLE.C.
CONDITIONS. SEE DESIGN COMPUTATIONS.
EARTH PRESSURE: VARIES WITH SOIL PARAMETERS AND LOADING B.
COMPUTATIONS.
MATERIAL WEIGHT: VARIES WITH TYPE OF MATERIAL. SEE DESIGN A.
DESIGN LOAD:10.
31 MAR 1994
USACE EM 1110-2-2504, DESIGN OF SHEET PILE WALLS,9.
21 SEP 1989
USACE EM 1110-2-2503, DESIGN OF SHEET PILE CELLULAR STRUCTURES,8.
29 SEPTEMBER 1989
USACE EM 1110-2-2502, RETAINING AND FLOOD WALLS,7.
USACE EM 1110-2-2200, GRAVITY DAM DESIGN, 30 JUNE 19956.
1 DECEMBER 2005
USACE EM 1110-2-2100, STABILITY ANALYSIS OF CONCRETE STRUCTURES,5.
31 MAR 2014
ETL 1110-2-584, DESIGN OF HYDRAULIC STEEL STRUCTURES,4.
AWS D1.1 STRUCTURAL WELDING CODE, 20153.
ANSI/AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.2.
BUILDINGS AND OTHER STRUCTURES.
ASCE/SEI 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR 1.
GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA
MOMENT OF INERTIA (I) GREATER THAN 490 IN^4 PER FOOT.
", AND A 8
3THAN 55 CUBIC INCHES PER FOOT, MINIMUM THICKNESS OF
CELL CONSTRUCTION SHALL HAVE ELASTIC SECTION MODULUS NO LESS
SHEET PILE SECTION USED. SHEET PILE SECTIONS USED FOR CLOSURE
THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL LAYOUT BASED ON 10.
STABILITY OF STRUCTURE DURING CONSTRUCTION OF SHEET PILE CELL.
PASS THROUGH DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN
THE EXISTING AUXILIARY MITER GATES ARE NOT WATER TIGHT. FLOW MAY 9.
ALL HOLES IN SHEET PILE AND STRUCTURAL STEEL SHALL BE DRILLED.8.
REQUIREMENTS FOR WATERSTOPS.
POSITIVE SEAL. THE NEOPRENE SHALL MEET USACE CRD-C 513
NEOPRENE PAD SHALL BE USED UNDER BOLT WASHER TO FORM A
AGAINST SHEET PILE. AT THROUGH BOLT LOCATIONS, 1/8" THICK
SHEET PILE, RETAINED WITH 3/8" STEEL PLATE AND SNUG TIGHTENED
SEAL PAD SHALL BE 1/4" THICK AND PLACED ON THE INSIDE SURFACE OF
SEAL WITH NEOPRENE PADS. AT TIE-ROD PENETRATIONS, THE NEOPRENE
ALL PENETRATIONS THROUGH SHEET PILES SHALL HAVE A WATER TIGHT 7.
GALVANIZED SURFACES. THE GREASE SHALL BE ENVIRONMENTALLY SAFE.
THREADS, CORROSION INHIBITING GREASE SHALL BE APPLIED TO
BARS WITH EPOXY COATING OVER GALVANIZED SURFACE, EXCEPT THAT AT
TIE-RODS SHALL BE GRADE 75 OR HIGHER AND SHALL BE GALVANIZED 6.
CELL.
SHALL BE APPLIED TO INTERLOCKS ON DOWNSTREAM SIDE OF CLOSURE
SHEET PILE DRIVING PER MANUFACTURER'S INSTRUCTIONS. NO SEALANT
SHALL BE APPLIED TO THE ENTIRE LENGTH OF INTERLOCKS PRIOR TO
SIDES OF CLOSURE CELL SHALL HAVE INTERLOCK SEALANT. THE SEALANT
ALL SHEET PILE INTERLOCKS ON UPSTREAM SIDE OF CLOSURE CELL AND 5.
FEET.
ALL PROPOSED SHEET PILE SHALL BE DRIVEN TO AN ELEVATION OF 595.58 4.
HYDRAULIC STRUCTURES.
CORROSION PROTECTION PER SPECIFICATION 09 97 02 PAINTING:
ALL SHEET PILE AND STRUCTURAL STEEL SHALL BE COATED FOR 3.
THOSE SHOWN ON THE DRAWINGS.
DISCREPANCIES OR VARIATIONS IN DIMENSIONS AND ELEVATIONS FROM
STARTING WORK. NOTIFY THE CONTRACTING OFFICER OF ANY
FROM RECORD DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD BEFORE
THE EXISTING LOCK BACKGROUND FOR THIS PROJECT WAS DEVELOPED 2.
INTAKES ON THE INTERMEDIATE WALL ARE ACTIVE.
CONSTRUCTION SO THERE IS NO INTERFERENCE WITH INTAKE FUNCTION.
CONTRACTOR SHALL PROTECT ALL INTAKES DURING GROUTING AND 1.
/0
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US Army Corps
ID
C/L SHEET PILE
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A3
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SHEET PILE
S-201
A4
A1
S-201
A1
S-201
B4
S-502
A4
SHEET PILE
C1
C1
S-503
SHEET PILE
EXISTING
SHEET PILE
EXISTING
SHEET PILE
C2
S-201
B3
S-504
SEE DETAIL C3/S-502
SPLICE PLATE (TYP)
EXISTING APRON
E 3236708.62
N 733433.21
INTERMEDIATE WALL
SHEET PILE C/L AT
E 3236791.08
N 733505.88
AT RIVER WALL
SHEET PILE C/L
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9 SHEET PILE
" DIA. TIE-ROD (TYP)2
W
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SCALE:
SHEET PILE STRUCTURE
PLAN
8'0 4' 16'
RIVER WALL
EXISTING
110'-0"
BORING
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BORING
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2 - MC12x40 (TYP)
SHEET PILE 8
TOP FLUSH WITH EXISTING APRON
OVER 6" BEDDING
(6'x6'x18" THICK)
MNDOT CLASS II RIPRAP
TOP FLUSH WITH EXISTING APRON
OVER 6" BEDDING
(6'x6'x18" THICK)
MNDOT CLASS II RIPRAP
SHEET KEYNOTES:
F L
O W
C/L AUXILIARY CHAMBER
S-501
A4
BE NO MORE THAN 3'-6".
CONTRACTING OFFICER FOR APPROVAL. CANTILEVER OF WALES SHALL
TIE-ROD SPACING SHOWN ON DRAWINGS SHALL BE SUBMITTED TO
TIE-ROD SPACING SHALL BE NO MORE THAN 9'-0". DEVIATION FROM 7
CONTRACTING OFFICER. MODIFY EXISTING HANDRAIL AS NECESSARY.
LOCATION OF LADDER SHALL BE DETERMINED IN THE FIELD BY 6
TOP OF WALL AND CONTINUE TO THE WATER LEVEL.
ANCHORS AT 12" O.C. VERTICALLY. START ANCHOR SPACING 1'-0" FROM
" DIA. x 6" EMBEDMENT SST EXPANSION 4
3EACH WALL AS SHOWN, WITH
BOLT FLANGE OF SHEET PILE TO CONCRETE WALL AT 3 LOCATIONS AT 5
OPENING.
TWO FULL SHEET PILE VOIDS SHALL EXTEND BEYOND THE INTAKE 4
INTERFERENCE WITH INTAKE FUNCTION.
CUT OFF 2 FEET MINIMUM BELOW INTAKE INVERT SO THERE IS NO
SHEET PILE DRIVEN IN FRONT OF INTERMEDIATE WALL INTAKES SHALL BE 3
GROUT. A MINIMUM OF ONE (1) GROUT HOLE PER SHEET PILE PAIR.
BOTTOM OF NEW SHEET PILE USING MICROFINE CEMENT DREDGE LINE TO
GROUT BETWEEN EXISTING SHEET PILE AND NEW SHEET PILE FROM 2
SPECIFICATION 31 32 23.
IN A GROUT SOCK FROM DREDGE LINE TO TOP OF WALL. SEE
GROUT SHEET PILE VOID USING A SAND-CEMENT BENTONITE MIX GROUT 1
CONSTRUCTION SEQUENCE NOTES:
GENERAL SHEET NOTES:
AND DIMENSIONS.
SEE AS-BUILT DRAWINGS FOR EXISTING SHEET PILE LOCATIONS 5.
WALLS SHALL BE FLUSH WITH TOP OF WALLS.
TOP OF COVER PLATE ON SHEET PILE ALONG EXISTING CONCRETE 4.
SHEET PILE PLACEMENT.
INTAKES AND COULD BE PRESENT IN OTHER AREAS REQUIRING
DERRICK STONE IS KNOWN TO EXIST IN THE AREA OF THE CULVERT 3.
13 EARTHWORK
AND CLOSURE CELL FILLING. REFER TO SPECIFICATION 31 00 00.00
OF EXISTING WALL MONOLITHS DURING SHEET PILE INSTALLATION
INSTALL AND MONITOR INSTRUMENTATION TO DETECT MOVEMENT 2.
SHEET PILE SEGMENTS.
DO NOT INCLUDE INTERLOCK SEALANT FOR THE DOWNSTREAM
WALL
APPROXIMATELY 25’-9” SEGMENT ALONG RIVERC.
SHEET PILE CELL
APPROXIMATELY 110’-0” UPSTREAM SEGMENT OF B.
INTERMEDIATE WALL
APPROXIMATELY 55’-4 1/8” SEGMENT ALONGA.
SEGMENTS:
OF INTERLOCK AT THE FOLLOWING UPSTREAM SHEET PILE
INSTALL SHEET PILE INTERLOCK SEALANT ALONG THE FULL LENGTH 1.
W E
S
B
W
IN
O N
A
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SEQUENCING REQUIREMENTS.
SEE SPECIFICATION SECTION 01 14 00.00 13 FOR CONSTRUCTION 2.
AND WORK PLAN FOR APPROVAL.
CONTRACTOR TO SUBMIT PROPOSED CONSTRUCTION SEQUENCING 1.
SPECIFICATION 31 00 00.00 13.
DISTANCE ALONG LENGTH AND NEAR CENTER OF STRUCTURE. SEE
SETTLEMENT PLATE. PLACE AT APPROXIMATELY 1/4, 1/2 AND 3/4 13.
FOR DETAILS.
AFTER FILLING OF CLOSURE STRUCTURE IS COMPLETE. SEE S-501
CONCRETE RIVER WALL USING SAND-CEMENT-BENTONITE MIX GROUT
GROUT ALL VOIDS ALONG CLOSURE STRUCTURE AND EXISTING 12.
PRIOR TO BEGINNING GROUTING. SEE SPECIFICATION 31 32 23.
DRILL EXPLORATORY BORING AT APPROXIMATE LOCATION SHOWN 11
SELECT GRANULAR FILL IN SHEET PILE STRUCTURE IS COMPLETED.
ELEVATION 642.0 WITH MEDIUM FILTER AGGREGATE AFTER ADJACENT
ALONG EXISTING CONCRETE MONOLITH FILL SHEET PILE VOIDS TO 10
SHALL BE DRIVEN DIRECTLY AGAINST MONOLITH WALLS.
CELL STRUCTURE. UPSTREAM OF CELL STRUCTURE, SHEET PILE
SHEET PILE AND EXISTING STRUCTURE WITHIN LIMITS OF CLOSURE
ALONG EXISTING CONCRETE MONOLITH, PROVIDE 4" GAP BETWEEN 9
STABILIZES.
CUT TOP OF SHEETPILE WHEN SETTLEMENT OF FILL/SHEET PILE 8
/0
22'-6" (MIN.) BETWEEN SHEET PILE C/L
D
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EL. 662.58
TOP OF WALL
EL. 595.58
BOTTOM OF SHEET PILE
EL. 662.58
SHEET PILE
EXISTING
SHEET PILE
EXISTING
DOWNSTREAM UPSTREAM
RIVER WALL
EXISTING
(ALONG LOCK WALL)
SHEET PILE
1% SLOPE 1% SLOPE
WALE SYSTEM
ROD AND
EL. 657.08
SHEET PILE
SHEET PILE
SELECT GRANULAR FILL
SHEET PILE
SHEET PILE
" = 1'-0"8
S-101
A1
SCALE:
SHEET PILE STRUCTURE
SECTION
" = 1'-0"8
S-101
A4
SCALE:
SHEET PILE STRUCTURE
SECTION
C1
S-501 C2
S-501
EL. 656.08
EL. 658.58
TIMBER FENDER (TYP)
SEE S-504
HANDRAIL (TYP)
NEW SHEET PILE
SEE DETAIL A1/S-501
TIMBER FENDER (TYP)
TIE ROD EL. 657.08
S U
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EL. 646.08
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0 8'4' 16'
4'0 2' 8'
4'0 2' 8'
ON SHEET PILE
DRAINAGE COVER
A1
S-503
AGGREGATE BASE
12" MNDOT CLASS V
GEOTEXTILE
MNDOT TYPE 4
GEOTEXTILE
MNDOT TYPE 4
AGGREGATE BASE
12" MNDOT CLASS V
UPSTREAM
EL 650±
NORMAL POOL
" = 1'-0"
S-101
C2
SCALE:
SHEET PILE STRUCTURE- LOOKING DOWNSTREAM
ELEVATION
3'-0" (TYP)
EL. 628.0 (TYP)
1V
EL. 629.0 (TYP)
3H (TYP)
WALL AT CLOSURE CELL (TYP)
EXCAVATION ALONG EXISTING
WITHIN CLOSURE CELL (TYP)
EXCAVATE SILT LAYTER
EL. 629.0±
EXCAVATION
BOTTOM OF RIVERBED
MINIMUM 4 INCHES SETTLEMENT OF FILL.
THAN 20 FEET. PROVIDE SPACER AT SPLICES TO ALLOW
THE TIE-RODS. SPACING OF SPLICES SHALL BE NO LESS
A MINIMUM OF 120 PERCENT OF THE YIELD STRENGTH OF
SPLICE TIE RODS AS NECESSARY. SPLICES SHALL HAVE 3.
TIE RODS SHALL BE NO MORE THAN 1 INCH.
AS NECESSARY FOR THE TIE RODS, AND SAGGING OF
OF THE STRUCTURE. PROVIDE TEMPORARY SUPPORT
SHEET PILE IN VERTICAL POSITION, PRIOR TO FILLING
TIE RODS FOR SHEET PILE SHALL BE SNUG TIGHT WITH2.
PLACED.
1’ ABOVE THE WATER SURFACE WHERE FILL IS BEING
REQUIREMENTS WILL BE IMPLEMENTED STARTING
SECTION 31 00 00.00 13 PLACEMENT AND COMPACTION
SELECT GRANULAR FILL TO BE PLACED IN THE WET,1.
INTERMEDIATE WALL
EXISTING
TYP
A3
S-504
C3
S-504
EL. 630.0±
DREDGE LINE
/0
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
GENERAL SHEET NOTES:
D
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S S
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O N
E -U .S S
U R
V E
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T
B
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V A
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ID
N A
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.9
IT
E
A S N
O T
E D
A N
S I
D
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C K A
N D D
A M
A S
H E
E T P
IL
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T A
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S T
A N
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A N
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IN
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A P
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S-501
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T A B
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W A
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IE
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O D D
E T
A
IL
" = 1'-0"2
S-201
A1
SCALE:
TIMBER FENDER
DETAIL
" = 1'-0"4
S-201
C1
SCALE:
EXTERIOR WALE
DETAIL
" = 1'-0"4
S-201
C2
SCALE:
INTERIOR WALE
DETAIL
" = 1'-0"4
C3
SCALE:
WALE COVER
PLAN
2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
1' 2'0 6" 1' 2'0 6"
" = 1'-0"2
A2
SCALE:
TIMBER FENDER
ELEVATION
A2
2" (TYP)
(T
Y P
" PLATE (TYP)2
(T
Y P
TYP
TYP
YELLOW PINE
10"x12" SOUTHERN
YELLOW PINE
10"x10" SOUTHERN
" CHAMFER (TYP)2
"x8"x1'-6" PLATE (TYP)2
(TYP)
LAG BOLT AND WASHER
" DIA GALVANIZED A3074
1'-6" (TYP.)
SHEET PILE
" PLATE (TYP)2
"4 11 "4
11"2
PLATE (TYP)
"x8"x1'-6"2
TYP
YELLOW PINE
10"x12" & 10"x10" SOUTHERN
LAG BOLT AND WASHER (TYP)
" DIA GALVANIZED A3074
PVC SPACER PIPE
8" SCHEDULE 80
(M
A X
SCALE: NTS
PVC SPACER PIPE
GRADE 75 MIN.
" TIE-ROD2
SPACER.
SEAL TO PREVENT INTRUSION OF SAND INTO
MINIMUM 4 INCHES SETTLEMENT OF FILL. PROVIDE
PROVIDE LARGER SPACER AT SPLICES TO ALLOW1.
NOTE:
4"
GEOTEXTILE
WALE
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
(FLUSH TO SHEET PILE)
" PLYWOOD
WOOD FRAMED WALE COVER -
GRADE 75 MIN.
" TIE-ROD2
12D5
SHEET PILE
PROTECTIVE CAP
4" 2
C3
2"x10"x10" PLATE
PER MANUFACTURER
TENSION NUT
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
(FLUSH TO SHEET PILE)
" PLYWOOD
WOOD FRAMED WALE COVER -
SOIL GETTING INTO VOID
WALE COVER TO PREVENT
GEOTEXTILE AROUND
MNDOT TYPE 1
(2) MC12x40
WALE SYSTEM
GRADE 75 MIN.
" TIE-ROD2
FOR REVIEW AND APPROVAL.
LOADING ON THE WALE CHANNELS. CONTRACTOR TO SUBMIT DESIGN
ALLOW UP TO 5" OF SETTLEMENT OF FILL WITHOUT APPLYING
NO MORE THAN 1/2" DEFLECTION OF THE TOP BOARD, AND SHALL
WEIGHT OF OVERBURDEN AND ANY CONSTRUCTION LOADING WITH
THE WOOD WALE COVER SHALL BE CONSTRUCTED TO WITHSTAND 1.
NOTE:
PROTECTIVE CAP
SHEET PILE
PER MANUFACTURER
TENSION NUT
2"x10"x10" PLATE
D5 THIS DRAWING
PIPE SEE DETAIL
8" PVC SPACER
S
P A
C E M
A X
(2) MC12x40
WALE SYSTEM
GRADE 75 MIN.
" TIE-ROD2
D5
STRUCTURAL NOTE #7.
TIE ROD PENETRTIONS AS REQUIRED PER S-001, GENERAL
INSTALLATION OF NEOPRENE SEAL AND STEEL PLATE AT 2.
BEYOND FACE OF TIMBER FENDER.
TIE-ROD AND PROTECTIVE CAP SHALL NOT PROTRUDE1.
NOTE:
TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
CONNECTIONS MAY BE USED FOR TIMBER FENDER TO SHEETPILE. SUBMIT
PER CONTRACTOR'S OPTION AND AT CONTRACTOR'S EXPENSE, BOLTED 4.
2 PER CONNECTION.
GALVANIZED A307 LAG BOLTS WITH MATCHING WASHERS.
" DIA4
3BOLTS FOR TIMBER FENDER CONNECTIONS SHALL BE 3.
PROVIDE A MINIMUM 2 SUPPORTS FOR EACH TIMBER SECTION.
SPACING OF TIMBER FENDER SUPPORTS SHALL BE NO MORE THAN 9'-6".2.
BETWEEN SECTIONS SHALL BE NO MORE THAN 2'-0".
TIMBER FENDER CAN BE CONTINUOUS OR IN SECTIONS, GAP1.
NOTES:
A5
(TYP)
" PLATE2
EL 662.58±
EL 642.58±
EL 634.58±
EL 627.58±
NTS
A5
SCALE:
SECTION
(M A
X
RIVER WALL
EXISTING CONCRETE
" PLATE (TYP)2
11'-0"x
2" MAX
PRIOR TO SHEET PILE DRIVING.
PLATES SHALL BE WELDED TO SHEET PILE1.
NOTE:
NTS
S-101
A4
SCALE:
GAP GROUTING
SECTION
EXISTING RIVER WALL
STRUCTURE AND
ALL VOIDS ALONG CLOSURE
GROUT WITH GROUT SOCKS
WITH GROUT SOCKS AT END
EXISTING RIVER WALL, SEAL
ALONG STRUCTURE AND
GROUT CONTINUOUS
INTAKE
N o
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
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
B
E L E
V A
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IO
N D
A T
U M
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R T
IC
A L C
O N
T R
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IN
A T
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T E
M
H O
R
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O N
T A
L C
O N
T R
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C O
M B
IN
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A C
T O
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O
ID
N A
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.9
STEM
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
PILE STEM
SHEET
STEM
SHEET PILE
PILE STEM
SHEET
PILE STEM
SHEET
LOCATE SPLICES 2'-6" FROM TIE-RODS.
NOTE:
S U
IT
E
A S N
O T
E D
A N
S I
D
L O
C K A
N D D
A M
A S
H E
E T P
IL
E I
N S
T A
L L
A T
IO
N
W E
S
B
S T
A N
L E
Y C
O N
S U
L T
A N
T S
IN
C
M
IN
N E
A P
O L
IS
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B
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L H
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M A
N
R E
B
C W
L
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S-502
L O
C K A
N D D
A M N
O
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A
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A U
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IN
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S O
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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
PILE STEM
SHEET
"16
"16 11'-1
"16
"8 11'-1
(TYP)
(TYP)
" = 1'-0"
S-101
C1
SCALE:
WALE/ SHEET PILE/ TIE-ROD CONNECTION
DETAIL
3" = 1'-0"
A1
SCALE:
WALE/SHEET PILE CONNECTION PLATE
DETAIL
3" = 1'-0"
S-101
A3
SCALE:
SHEET PILE CORNER
DETAIL
3" = 1'-0"
S-101
A4
SCALE:
SHEET PILE TEE
DETAIL
3" = 1'-0"
S-101
B3
SCALE:
SHEET PILE TEE
DETAIL
3" = 1'-0"
S-101
B4
SCALE:
SHEET PILE CORNER
DETAIL
3" = 1'-0"
S-101
C3
SCALE:
WALE SPLICE
DETAIL
W
A Y
Z A
T A B
O U
L E
V A
C
N N
E C
T
IO
N D
E T
A
IL
S
"2
"2 11 3" 3" "2
113"
1' 2'0 6"
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
"x9"x11"4
3PL
"2 11 8" "2
M A
X
CONNECTION AT EVERY OTHER SHEET PILE/WALE CONTACT FOR EXTERNAL WALES.2.
CONNECTION AT ALL SHEET PILE/WALE CONTACTS FOR INTERIOR WALES.1.
NOTES:
3 3
WALE
2 - MC12x40
4 (TYP)
A1
PILE
SHEET
GRADE 75 MIN.
" DIA. TIE ROD2
(ONE PER SHEET)
TWO PER CONNECTION
1" DIA. A325 OR A449 BOLTS (TYP.)
SHEET JOINT (TYP.)
2 PER ANCHOR AND 1 PER
1" DIA. PIPE SPACER
" DIA. A307 BOLT THROUGH8
WALE
2 - MC12x40
SPLICE - 24 BOLTS TOTAL
CONTROLLED BOLTS PER
" DIA. A325 TENSION4
312 -
PER SPLICE WITH
2 PER CHANNEL
"x9"x12" (GR.50)2
1PL
CONNECTIONS BASED ON SELECTED SHEET PILE SECTION.
SHEET PILE SECTION. CONTRACTOR TO DETAIL
DETAILS A3, A4, B3, AND B4 ARE BASED ON ASSUMED2.
STEEL SHALL BE DRILLED.
ALL HOLES IN SHEETPILES AND STRUCTURAL 1.
/0
/2
S O
L
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A T
IO
N N
O
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D B
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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
N T
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
GENERAL SHEET NOTES:
SHEET KEYNOTES:
".8
3THAN
THICKNESS OF SHEET PILE STEM SHALL BE NO LESS4
FOR SHEET PILE TRANSITION.
MAY BE USED2
1" THICK BENT PLATE OR L8x4x2
CONNECTION.
WITHIN PERMISSIBLE MOVEMENT OF
BOLTED CONNECTION SHALL BE WATER TIGHT
HOLES IN ANGLE LEGS FOR ALL BOLTS.
" HORIZONTALLY SLOTTED2
1PROVIDE 1-2
WHERE SPACING IS 3" O.C. (TYP)
6" O.C. EXCEPT AT TOP AND BOTTOM 2'
" DIA BOLTS SPACED AT8
7 WITH 2
1L4x4x1
D
M N S
P C
S S
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T H Z
O N
E -U .S S
U R
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T
B
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V A
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A T
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A L C
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T R
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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
O
ID
N A
V D
.9
NOTE: 6" OUTER DIAMETER WITH 3" HOLE CENTERED
END OF FULL HEIGHT
TOP OF INTERMEDIATE WALL
BOTTOM OF INTERMEDIATE WALL
INTAKE (TYP.)
(M
IN
1' MIN
END OF SHEET PILE
S U
IT
E
A S N
O T
E D
A N
S I
D
L O
C K A
N D D
A M
A S
H E
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T A
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A T
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N
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S
B
S T
A N
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O N
S U
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A N
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IN
C
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IN
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M A
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IN
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A R
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P S O
F E
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IN
E E
R S
=1.5
R
=3
R
=1"R
=3
R
" DIA
M
A X
S-101
C1
SCALE: 1" = 5'-0"
DETAIL VIEW
C4
DETAIL
SCALE:NTS
STEEL SCREEN
" THICK NEOPRENE FOR PERFORATED 8
A4
DETAIL VIEW
SCALE:NTS
DRAINAGE COVERS
ASSEMBMLY OF SHEET PILE
H
E E
T P
IL
E D
E T
A
IL
S W
A Y
Z A
T A B
O U
L E
V A
R D
W
IN
O N
A
M N
0 5' 10'
ASME/ANSI B16.5, CLASS 150, GALVANIZED STEEL2.
6" OUTER DIAMETER FOR 2" PIPE1.
NOTES:
B3
DETAIL
SCALE:NTS
THREADED FLANGE
" OPENING MAX.2
1" OPENING MIN. AND 4
1 13 GAUGE MIN. WITH 2.
40% MIN. OPENING PERCENTAGE.1.
NOTES:
C3
DETAIL
SCALE:NTS
PERFORATED STAINLESS STEEL SCREEN
(DOWNSTREAM SIDE)
NTS
S-201
A1
SCALE:
PLAN OF DRAINAGE COVERS IN DOWNSTREAM SHEET PILE
DETAIL
EL 662.58
EL 634.58
EL 627.58
EL 650.0±
NORMAL POOL
B3 FLANGE
THREADED
SHEET PILE
EXISTING
TAPPED HOLE
C4
NEOPRENE
STEEL BOLTS (TYP.)
" DIA GALVANIZED 8
54-
D
IA
D
R
IL
L E
D H
O L E I
N S
H E
E T P
IL
E
DRAIN HOLES
SHEET PILE AT
GEOTEXTILE AGAINST
PLACE A LAYER OF MNDOT TYPE 1
A3PLATE
STEEL
TAPPED HOLE
C3
STEEL SCREEN
STAINLESS
PERFORATED
1/4
STEEL STUDS (TYP.)
" DIA GALVANIZED 8
54-
A3
DETAIL
SCALE:NTS
STEEL PLATE - PL 6 1/2"x6 1/2"x5/8"
"2
INSTALL DRAINAGE COVER ON SHEET PILE PRIOR TO DRIVING.3.
STARTING 5'-0" FROM CONCRETE WALL.
11 - 3 IN. HOLES AT APPROXIMATELY EL. 646.08, SPACED @ 10' OC2.
LOCATE DRAIN HOLE IN THE WEB OF SHEET PILE SECTION.1.
NOTES:
A4
GRIND SMOOTH (TYP)
TACK WELD AND
/0
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
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C A
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D A
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M A
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D E
S C
R
IP
T
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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
SHEET KEYNOTES:
OF 2'-0" BELOW INVERT.
INTAKES MUST BE CUT OFF AT MINIMUM
SHEET PILE IN FRONT OF INTERMEDIATE2.
SEE SHEET S-101.
BOLT FLANGES OF LAST SHEETS AT 3 LOCATIONS.1.
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
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B
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V A
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D
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A T
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M
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IN
E D F
A C
T O
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C F
G E
O
ID
N A
V D
.9
IT
E
A S N
O T
E D
A N
S I
D
L O
C K A
N D D
A M
A S
H E
E T P
IL
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N S
T A
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A T
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N
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S
B
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A N
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O N
S U
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A N
T S
IN
C
M
IN
N E
A P
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B
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L H
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M A
N
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B
C W
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S-504
L O
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A M N
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A
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A U
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IN
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A R
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P S O
F E
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IN
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R S
M N S
P C
S S
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T H Z
O N
E -U .S S
U R
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Y F
T
B
N A
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IS
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L L
A N
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U S S
E C
T
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N S A
N D D
E T
A
IL
S
W
IN
O N
A
M N
W
A Y
Z A
T A B
O U
L E
V A
R D
INSERT
SPACER
INSTALLATION
RUBBER
CHANNEL
CENTERED ON
ALUMINUM FLANGE
90° TO RUN OF RAIL
SET SCREWS SHALL BE
TYP C9x20x10" LONG
(TYP AT EACH SHEET)
"x3" LONG4 1L 3x3x
SMOOTH
GRIND
INTERMEDIATE WALL
EXISTING
SHEET PILE
TYP
INTERMEDIATE WALL
TOP OF EXISTING
3"
SCALE: 1" = 1'-0"
SECTION
SHEET PILE
EL. 644.83
SHEET PILE
TOP OF
" BENT PLATE
T Y
P
POST
LENGTH OF WALLS
CONTINUOUS ALONG
" BENT PLATE8
LOCATION
EXCEPT AT LADDER
LENGTH OF WALLS
CONTINUOUS ALONG
" BENT PLATE -8
" = 1'-0"
S-101
B3
SCALE:
BAR RUNG LADDER
SECTION
6" 4"
1'-0"
2"
5'-6"5'-6"3'-0" MAX 14 SPACES @ 6'-0" = 84'-0" 3'-0" MAX5'-6"5'-6"
RIVER WALL
INTERMEDIATE AND
TOP OF EXISTING
595.58
SEE SECTION A1
BENT PLATE
BENT PLATE
LEGS (TYP)
3 SIDES BOTHSIDE OF RAIL
SETSCREW WATER
LONG32
19" DIA X 8
AND WASHER (TYP)
THROUGH BOLTS WITH NUT
" DIA GALVANIZED A307 8
" = 1'3
A1
SCALE:
PILE CAP AND RAIL CONNECTION
SECTION
5. NEW HANDRAILS SHALL NOT PROJECT BEYOND EXISTING HANDRAILS ALONG LOCK WALLS.
4. ALL SET SCREWS SHALL BE STAINLESS STEEL.
3. ALL FLANGES, TEE, CROSSES, AND OTHER FITTINGS SHALL BE ALUMINUM.
2. ALL POSTS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 80 ALUMINUM CONTINUOUS THROUGH CENTER RAIL.
1. ALL RAILS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 40 ALUMINUM CONTINUOUS BETWEEN POSTS.
HANDRAIL NOTES:
NTS
B1
SCALE:
TYPICAL INSERT @ 24'
DETAIL
B1
COVER PLATE OVER GAP
"x8" CONTINUOUS8
1" MAX.
2"
1"
"2
"2
3"
BOLTS @ 3'-0"
" DIA COUNTERSUNK2
ROUNDED CORNER (TYP)
RUNG (TYP)
STEEL LADDER
SMOOTH BAR
0 2' 4'1'
1' 2'0 6"
6"0 3" 1' 1' 2'0 6"
0 1' 2'6"
ISOLATION PAD
2" TYP (SEE NOTE)
ADJUST IF NECESSARY DUE TO SHEET PILE ALIGNMENT
NOTE:
T
Y P
O .C
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®of Engineers
US Army Corps of Engineers
US Army Corps
| LD5ASP_G-001--- |
| LD5ASP_G-002--- |
| LD5ASP_G-003--- |
| LD5ASP_G-101--- |
| LD5ASP_B-101--- |
| LD5ASP_B-101--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
LD5ASP_B-101---.dgn, Default
| LD5ASP_B-201--- |
| LD5ASP_B-201--- |
| References |
| Ref, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| PW_WORKDIR:d0688245 |
| LD5ASP_17-83M_B-LB----.dgn |
| LD5ASP_17-85M-1_B-LB----.dgn |
| LD5ASP_17-85M-2_B-LB----.dgn |
| LD5ASP_B-202--- |
| LD5ASP_B-202--- |
| References |
| Ref, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| PW_WORKDIR:d0688245 |
| LD5ASP_17-84M_B-LB----.dgn |
| LD5ASP_17-85M-3_B-LB----.dgn |
| LD5ASP_17-85M-4_B-LB----.dgn |
| LD5ASP_17-85M-5_B-LB----.dgn |
| LD5ASP_17-probe1_B-LB----.dgn |
| LD5ASP_C-101--- |
| LD5ASP_C-101--- |
| References |
| Ref-1, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
LD5ASP_C-101---.dgn, Default
| LD5ASP_S-001--- |
| LD5ASP_S-001--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| LD5ASP_S-101--- |
| LD5ASP_S-101--- |
| References |
| PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
LD5ASP_S-101---.dgn, Default
| LD5ASP_S-201--- |
| LD5ASP_S-201--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| Ref, PW_WORKDIR:d0665711 |
| LD5ASP_S-LD0001.dgn |
| LD5ASP_S-501--- |
| LD5ASP_S-501--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| Section A5, PW_WORKDIR:d0665711 |
| LD5ASP_S-LD0001.dgn |
| LD5ASP_S-502--- |
| LD5ASP_S-502--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| Detail A1, PW_WORKDIR:d0665711 |
| LD5ASP_S-LD0001.dgn |
| LD5ASP_S-503--- |
| LD5ASP_S-503--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| Detail C1, PW_WORKDIR:d0665711 |
| LD5ASP_S-LD0001.dgn |
| LD5ASP_S-504--- |
| LD5ASP_S-504--- |
| References |
| Border, PW_WORKDIR:d0665709 |
| LD5ASP_Border_G-BSDxxx.dgn |
| Section C3-R, PW_WORKDIR:d0665711 |
| LD5ASP_S-LD0001.dgn |
| LD5A ref dwgs and hydrograph_half size |
| LD5A ref dwgs and hydrograph_half size |
| MODA-M-L5A-20_1M half |
File details come from the government source that posted it.