Amendment 1 W912ES22B0001 LD10SP_PLANS_Amended_Drawings.pdf
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- Solicitation number
- W912ES22B0001
About this file
This document package includes construction drawings and hydrologic data in support of a federal solicitation for sheet pile installation at Locks and Dams 6 and 10 on the Mississippi River. The construction drawings depict site plans, structural details, and sections for sheet pile installation at the auxiliary lock at Lock and Dam 10 in Guttenberg, Iowa. The hydrologic data provides daily and monthly tailwater elevation records and duration curves from 1941 to 2021 to inform bidders of river conditions. The related solicitation was issued on January 18, 2022 by the U.S. Army Corps of Engineers St. Paul District for sheet pile installation and construction work at Lock and Dam 6 and Lock and Dam 10 with an unknown response deadline.
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®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
DESCRIPTION FILE NAME
A
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL/SECTION
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
D5
C-102
D5
SECTION
D5
C-302
C-501
FRONT SIDE
ELEVATION
TOP
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
ABBREVIATIONS
GENERAL LEGEND
SHEET ID X-000
GENERAL NOTES:
97-1M
AND NUMBER
BORING LOCATION
AND NUMBER
DWG OUTLINE
RIPRAP
EXISTING
RIPRAP
NEW
ELEVATION
WATER SURFACE
AND LOCATION
CONTROL POINT
Y 382
LOCK AND DAM 10 CONTROL POINTS
DRAWING NO.SHEET ID. DESCRIPTION FILE NAME
CONSTRUCTION DRAWING INDEX
REFERENCE DRAWING INDEX
SHEET ID.AS-BUILT DRAWING NUMBER
GROUT-SHEET PILE VOID
GROUT-SEEPAGE CUTOFF
PL PLATE
NTS NOT TO SCALE
AS-BUILTS
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 0.61 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 IOWA STATE PLANE NORTH ZONE2.
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL1.
*NOTE: THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT.
RIPRAP
WORK LIMITS / ACCESS LIMITS
CONTRACTING OFFICER CO
M-L10-20/434
M-L10-20/433
M-L10-20/432
M-L10-20/430
M-L10-20/425
M-L10-20/A-FS
M-L10-20/7-FS
M-L10-20/5-FS
M-L10-20/4-FS
M-L10-20/3-FS
M-L10-20/2A-FS
M-L10-20/2-FS
M-L10-20/1-FS
*FLOW DURATION CURVES - JULY - DECEMBER - 1959 - 2021
*FLOW DURATION CURVES - JANUARY - JUNE - 1959 - 2021
*FLOW HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2011 - 2020
*TAILWATER ELEVATION DURATION CURVES - JULY - DECEMBER 1941 - 2021
*TAILWATER ELEVATION DURATION CURVES - JANUARY - JUNE 1941 - 2021
*TAILWATER HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2011 - 2020
*POOL ELEVATION DURATION CURVES - JULY - DECEMBER - 1972 - 2021
*POOL ELEVATION DURATION CURVES - JANUARY - JUNE - 1972 - 2020
*POOL ELEVATION HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2011 - 2020
DETAILS SHEET 2
*LOCK & DAM NO 10 - LOCK - MASONRY - HANDRAIL REPLACEMENT
DETAILS SHEET 1
*LOCK & DAM NO 10 - LOCK - MASONRY - HANDRAIL REPLACEMENT
MITER GATE DETAILS
*LOCK & DAM NO 10 - LOCK - MASONRY - HANDRAIL REPLACEMENT
SIGN REMOUNTING R1-R9
*LOCK & DAM NO 10 - LOCK - MASONRY - HANDRAIL REPLACEMENT AND
SIGN REMOUNTING L19-L26 & 130-123
*LOCK & DAM NO 10 - LOCK - MASONRY - HANDRAIL REPLACEMENT AND
*LOCK & DAM NO 10 - LOCK - DESIGN DATA FOR TYPICAL SECTIONS
*LOCK & DAM NO 10 - LOCK - MASONRY - RIVER WALL & HANDRAIL LAYOUT
*LOCK & DAM NO 10 - LOCK - MASONRY - UPPER GATES - AUXILIARY LOCK
*LOCK & DAM NO 10 - LOCK - MASONRY - UPPER GATES - MAIN LOCK
*LOCK & DAM NO 10 - LOCK - MONOLITH LAYOUT
*LOCK & DAM NO 10 - LOCK - PERMANENT STEEL SHEET PILING
*LOCK & DAM NO 10 - LOCK - PILE SPACING
*LOCK & DAM NO 10 - LOCK - GENERAL PLAN
FLOW_DUR2_LD10.PDF
FLOW_DUR1_LD10.PDF
FLOW_HYDROGRAPHS_LD10.PDF
TAIL_STAGE_DUR2_LD10.PDF
TAIL_STAGE_DUR1_LD10.PDF
TAILWATER_HYDROS_LD10.PDF
POOL_STAGE_DUR2_LD10.PDF
POOL_STAGE_DUR1_LD10.PDF
HYDROS_POOL_LD10.PDF
M-L10-20-434R.PDF
M-L10-20-433R.PDF
M-L10-20-432R.PDF
M-L10-20-430R.PDF
M-L10-20-425R.PDF
M-L10-20-A-FSR.PDF
M-L10-20-7-FSR.PDF
M-L10-20-5-FSR.PDF
M-L10-20-4R.PDF
M-L10-20-3R.PDF
M-L10-20-2AR.PDF
M-L10-20-2R.PDF
M-L10-20-1R.PDF
S-505
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
PIEZOMETER DETAILS
MISCELLANEOUS SECTIONS AND DETAILS
SHEET PILE DETAILS
CONNECTION DETAILS
WALE/TIE ROD DETAILS
ELEVATION AND SECTIONS
LAYOUT PLAN
STRUCTURAL NOTES
STRUCTURAL
EXCAVATION PLAN
BORINGS LOGS 18-32M, AND 18-33M
BORINGS LEGEND, NOTES AND LOGS 18-31M
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
LD10SP_S-505---.DGN
LD10SP_S-504---.DGN
LD10SP_S-503---.DGN
LD10SP_S-502---.DGN
LD10SP_S-501---.DGN
LD10SP_S-201---.DGN
LD10SP_S-101---.DGN
LD10SP_S-001---.DGN
LD10SP_C-101---.DGN
LD10SP_B-202---.DGN
LD10SP_B-201---.DGN
LD10SP_B-101---.DGN
LD10SP_G-101---.DGN
LD10SP_G-003---.DGN
LD10SP_G-002---.DGN
LD10SP_G-001---.DGN
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ID
2011 2012 2013 2014 2015
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
E
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8)
2016 2017 2018 2019 2020
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
E
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8)
LOCK AND DAM 10
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2011 - 2020
TAILWATER HYDROS
LOCK AND DAM 10
HYDROLOGIC INFORMATION
Notes:
1. The daily tailwater hydrographs are based on ten years of tailwater elevation observations recorded by the USACE gage at Lock and Dam 10 at Guttenberg, IA. MSL 1912 - 0.62 ft = NAVD 88 at Lock and Dam 10.
2. These tailwater hydrographs are based on the best information available. These tailwater hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
LOCK AND DAM 10
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER ELEVATION DURATION CURVES
JANUARY - JUNE
1941 - 2021
TAILWATER STAGE DUR_1
LOCK AND DAM 10
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 10 tailwater elevation data for the period January 1941 through December 2021. MSL 1912 - 0.62 ft = NAVD 88 at Lock and Dam 10.
2. These stage duration curves are based on the best information available. They represent the period shown and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St.
Paul, Minnesota.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N
F
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
LOCK AND DAM 10
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER ELEVATION DURATION CURVES
JULY - DECEMBER
1941 - 2021
TAILWATER STAGE DUR_2
LOCK AND DAM 10
HYDROLOGIC INFORMATION
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 10 tailwater elevation data for the period January 1941 through December 2021. MSL 1912 - 0.62 ft = NAVD 88 at Lock and Dam 10.
2. These stage duration curves are based on the best information available. They represent the period shown and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St.
Paul, Minnesota.
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