W912ES21Q0004_Plans.pdf
PDF 18 MB Posted
- Attached to
- Homer Pool 6 Pit Unload Federal contract opportunity
- Solicitation number
- W912ES21Q0004
About this file
This solicitation is for a construction contract to remove dredge sand from a Homer upland placement site and transport it approximately 5 miles to a quarry. The contractor will be required to remove 20,000 cubic yards of sand as a base quantity, with the potential for three additional options of 10,000 cubic yards each. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District St Paul under number W912ES21Q0004. The response deadline and award date are not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES21Q0004 Bidding Abstract.pdf | ||
| W912ES21Q0004 Amendment 8.pdf | ||
| W912ES21Q0004 Amdendment 00007.pdf | ||
| W912ES21Q0004 Amendment 00006.pdf | ||
| W912ES21Q0004 Amendment 00005.pdf | ||
| W912ES21Q0004 00004 Amendment.pdf | ||
| W912ES21Q0004 Amendment 00003 - update section 01 35 26.pdf | ||
| W912ES21Q0004 Amendment 00002.pdf | ||
| W912ES21Q0004_Specs.pdf |
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Text version
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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HOMER TOWNSHIP, MN
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APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
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CHIEF BRANCH
BRANCH
CHIEF BRANCH
PROJECT MANAGER
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MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
W912ES21Q0004
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SCALE: 1" = 1500'
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DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
FLOW DURATION CURVES JULY- DECEMBER 1928-2020
FLOW DURATION CURVES JANUARY- JUNE 1928-2020
DAILY DISCHARGE HYDROGRAPHS
REFERENCE DRAWINGS
CS601
CS302
CS301
CS201
CS102
CS101
G-101
G-003
G-002
G-001
P6YPU_CS601--,dgn
P6YPU_CS302--,dgn
P6YPU_CS301--,dgn
P6YPU_CS201--,dgn
P6YPU_CS102--,dgn
P6YPU_CS101--,dgn
P6YPU_G-101--,dgn
P6YPU_G-003--,dgn
P6YPU_G-002--,dgn
P6YPU_G-001--,dgn
CONTROL TABLES
YEADKE SECTIONS (2 OF 2)
YEADKE SECTIONS (1 OF 2)
YEADKE PROFILE
YEADKE SITE PLAN
HOMER SITE PLAN
GENERAL PLAN
DRAWING INDEX, ABBREVIATIONS, AND LEGEND
LOCATION AND VICINITY MAP
COVER SHEET
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LIMITS OF WORK
FILL
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SANITARY SEWER
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EXISTING
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AND NUMBER
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EXISTING UNDER-
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SHEETPILE
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GENERAL LEGEND
AND NUMBER
LOCATION
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POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL
1 DIMENSIONAL
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EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
GENERAL VIEW SYMBOLS
D1
SCALE:
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
D1
SCALE:1" =XXX'
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
TITLE
SECTION/DETAIL
NTS
N
0 1' 2'
TOP
FRONT SIDE
ELEVATION SECTION A-A
Drawing Identifier
Sheet Name
Drawing Identifier
Sheet Name
Drawing Identifier
Sheet Name
SECTION CUT
DETAIL SYMBOL
EXIST
MAX
MIN
SST
TYPEXISTING
FAR FACE
GALVANIZED
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MAXIMUM
MINIMUM
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EXPANSION JOINT
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EACH WAY
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NUMBER
SAN SANITARY
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* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
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GENERAL NOTES:
P
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2015 IMAGERY IS BEING USED ON THESE DRAWINGS. 5.
CONSTRUCTION COMPANY, SEPTEMBER 2020.
SURVEY DATA OBTAINED FROM DRONE SURVEY PROVIDED BY MATHY 4.
VERTICAL DATUM IS NOT CONFIRMED TO BE IN NAVD 88.3.
MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE.
HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET NAD 83 2.
CONTRACTING OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND 1.
L
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U .S
A R
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WALDY
HOMER RESET
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C O
U N T Y R
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C O
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D
YEADKE PIT
G E
N E
R A
L P
L A
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SEE SHEET CS102
SEE SHEET CS101
A1
GENERAL PLAN
SCALE: NO SCALE
HOMER PLACEMENT SITE
U.S. HWY 61
N O
V E
M B
E R
W E
S
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P O
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H
M E
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T U
P L
A N
D P
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M E
N T S
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O A
D
8504Y
8580 HHS
22,950 FT
APPROXIMATELY
7,260 FT
APPROXIMATELY
L
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U .S
A R
M Y C
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MINIMUM EXCAVATION LIMITS = ELEVATION 650
U.S. HWY 61
RAILROAD TRACKS
WORKLIMITS
W O
R K
L
IM
IT
S
WORKLIMITS
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
20161
644.32
WL
20164
644.33
WL
20153
644.35
WL
20163
644.38
WL
20152
644.39
WL
20154
644.42
WL
20162
644.42
WL
20159
644.43
WL
20157
644.44
WL
20146
644.45
WL
20155
644.45
WL
20160
644.46
WL
20156
644.46
WL
20158
644.46
WL
21017
644.53
MS
DIRECTION OF LEAN
20151
644.59
WL
20145
644.73
WL
21016
644.78
FD
1/2 IN OPEN LEANING TOP/DOWN 1 FT/REMOVED ANGLE IR
20144
644.82
WL
20148
644.99
WL
20150
645.03
WL
20143
645.09
WL
20149
645.10
WL
20142
645.16
WL
20147
645.28
WL
20166
645.55
FD
TWISTED BENT ANGLE IRON
21018
645.56
MS
NOTHING FOUND
21020
647.98
FD
18886 DOWN 2 FT 20018
648.97
FD
THIN GREEN PO W PNK RIB
20020
649.70
FD
18886
20165
650.59
FD
18886
20017
653.75
FD
THIN GREEN PO W PNK RIB
21019
653.85
MS
DUG OUT FE PO FOUND NOTHING
20167
654.07
FD
USCGS V 247 STAMPED 1970
20011
654.97
FD
HOLE NEXT TO PO W PNK AND 3 BLAZES PNK
20012
655.27
FD
FE PO
20139
655.65
FD
FE PO W PNK NEXT TO BLAZE /IRON REMOVED
20138
655.71
G
EL
20137
657.46
G
EL
20140
658.12
FD
HOLE
20141
658.17
FD
FE PO PNK NEXT TO PNK BLAZE
20008
658.28
FD
3.25 IN BRASS CAP STAMP WALDY 2017
21013
658.44
FD
1/2 IN OPEN LEANING DOWN 1 FT SHOT AT TOP
20113
658.52
G
EL
20111
658.62
G
20110
658.63
G
20112
658.68
G
20120
658.78
G
BL PC
20122
658.79
G
20119
658.86
G
PT
20121
658.87
G
20117
658.95
G
20124
659.00
G
PT
20123
659.02
G
20118
659.08
G
20116
659.15
G
20128
659.24
G
PC
20127
659.24
G
PC
20115
659.26
G
20126
659.27
G
20136
659.29
G
PT
20125
659.35
G
20129
659.42
G
20100
659.48
RR
20093
659.50
RR
20092
659.50
RR
20101
659.50
RR
20135
659.52
G
PT
20114
659.52
G
BL PC
20109
659.54
G
BL
20108
659.54
RR
PT EL
20102
659.59
RR
20099
659.59
RR
20094
659.61
RR
20085
659.62
RR
20091
659.64
RR
20107
659.66
RR
PT EL
20106
659.72
RR
PT EL
20105
659.73
RR
PT EL
20103
659.81
RR
20130
659.81
G
20086
659.83
RR
20077
659.86
RR
20104
659.86
RR
20133
659.89
G
20084
659.91
RR
20098
659.93
RR
20132
659.94
G
20097
659.94
RR
21011
659.96
MS
CL
20076
659.99
RR
20095
659.99
RR
20014
660.00
MS
DUG FOUND NOTHING/NEXT TO LATH/PINK
21008
660.00
MS
BL
20013
660.01
FD
FE PO
20134
660.04
G
20131
660.06
G
20089
660.08
RR
20083
660.10
RR
20068
660.11
RR
20061
660.12
RR
20090
660.12
RR
20069
660.12
RR
20045
660.13
RR
20096
660.13
RR
20044
660.15
RR
20078
660.18
RR
20060
660.19
RR
20052
660.20
RR
20087
660.20
RR
20088
660.21
RR
20082
660.22
RR
20053
660.22
RR
20037
660.27
RR
20075
660.30
RR
20081
660.31
RR
20036
660.33
RR
20080
660.34
RR
20079
660.34
RR
20029
660.36
RR
20070
660.36
RR
20074
660.38
RR
20066
660.39
RR
20071
660.39
RR
20028
660.41
RR
20067
660.41
RR
20043
660.42
RR
20062
660.42
RR
20073
660.43
RR
20065
660.44
RR
20072
660.44
RR
20059
660.45
RR
21015
660.45
MS
NOT FOUND
20021
660.47
RR
BL PC
20046
660.47
RR
20035
660.48
RR
20063
660.48
RR
21009
660.49
MS
20064
660.49
RR
20055
660.50
RR
21010
660.50
MS
20054
660.51
RR
20038
660.52
RR
20027
660.52
RR
20030
660.52
RR
21012
660.53
MS
RR CROSSING
20051
660.53
RR
20057
660.54
RR
20058
660.55
RR
20022
660.62
RR
BL PC
20056
660.63
RR
20049
660.67
RR
20050
660.68
RR
20047
660.77
RR
20048
660.80
RR
20041
660.84
RR
20042
660.86
RR
20039
660.91
RR
20040
660.94
RR
20034
660.94
RR
20033
660.95
RR
20031
661.01
RR
20026
661.03
RR
20032
661.03
RR
20025
661.03
RR
20023
661.06
RR
BL PC
20024
661.07
RR
BL PC
21014
665.01
FD
LATH NEW/PAINTED/BROKEN OFF AT GROUND
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
H O
M E
R T
O W
N S
H
IP
M N
M
IS
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
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
P
Y P
U
C S .d g n
T B
S
H O
M E
R S
IT
E P
L A
N
CS101
R S
C
R S
C
G C
W
A N
S I
D
A1
PLAN VIEW- HOMER
SCALE: 1"=50'
NORTH
PLAN
50' 100'0
.9
GENERAL NOTES
SHALL NOT BE LOWER THAN ELEVATION 650.
FINAL SIDE SLOPES OF REMAINING STOCKPILE SHALL NOT BE STEEPER THAN 1V:3H. FINAL STOCKPILE 3.
AERIAL IMAGERY IS FROM JUNE 2015.2.
WORK LIMITS WITH EQUIPMENT, OR USING VEGETATION/TREES TO ANCHOR EQUIPMENT.
PUSHING DEBRIS OUTSIDE OF WORK LIMITS, DISTURBING ADJACENT WETLAND, TRAVELING OUTSIDE
NO VEGETATION OUTSIDE THE IDENTIFIED WORK LIMITS SHALL BE DISTURBED. THIS INCLUDES 1.
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V :1
H
1V :1H
ROAD
QUARRY PIT ACCESS
OF EXISTING YEADKE
MEET AND MATCH EDGE
1V :1
H
1V:1 H
SLOPE
TOE OF
ACCESS
MINUMUM
MAINTAIN 30'
V :1
H
V :1
H
V :1
H
V :1
H
V :1
H
V :1
H
V :1
H
1V:
1H
1V:
1H
V :1
H
V :5 .8 H
V :5 .8 H
ADDITIONAL 30,000 CU.YD.
OPTION CONTRACT PLACE
ELEVATION 1209
CU.YD. UP TO
PLACE 20,000
BASE CONTRACT
SLOPE
TOE OF
E L
E L
E L
E L
V :3
H
V :3
H
V :3
H
EL 1182
MATCH EXISTING
V :3
H
V :3
H
V :2 .4
H
V :2 .4
H
E L
E L
D
C S
A
C S
E
C S
C1
CS30
A
C S
A
C S
FROM EL 1209.
1182. 1V:1H SLOPE DOWN
PIT BOTTOM NEAR EL
MATCH EXISTING QUARRY
CONTRACT: MEET AND
20,000 CU. YD. BASE
PIT ACCESS
YEADKE QUARRY
EXISTING
116116
0+00
1+0
2+0
8+00
8+79
8+79
0+50
1+5
2+5
7+
8+50
0+00.00
P O
B
0+08.40
P C
0+6 1.1
3PT
2+5 1.6
1PC
.2
P T
.3
P C
.6
P T
.1
P C
8+01.33
PT
8+79.20
POE
0+37.51
PI
2+ .6
PI
.2
P I
7+ .5
P I
W O
R K L
IM
IT
S
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
S
W O
R K L
IM
IT
S
W O
R K
LIM
IT
S
W O
R K L
IM
IT
S
W O
R K
L
IM
IT
S
PIT ACCESS
EADKE QUARRY
EXISTING Y
WORKLIMITS
WORKLIMITS
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
H O
M E
R T
O W
N S
H
IP
M N
M
IS
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
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
P
Y P
U
C S .d g n
T B
S
CS102
R S
C
R S
C
G C
W
A N
S I
D
NORTH
PLAN
50' 100'0
Y E
A D
K E S
IT
E P
L A
N
.9
GENERAL (CIVIL) NOTES
A1
SCALE: 1":50'
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O A
D
THE OPPOSITE SIDE OF QUARRY.
CONTRACTOR SHALL ENSURE THAT THERE IS 30 FT. MINIMUM BETWEEN THE TOE OF FILL AND 2.
SHOWN AND EXTEND TO NORTH SIDE OF PROJECT.
OPTION CONTRACT. PLACE UP TO AN ADDITIONAL 30,000 CU.YD. ABOVE ELEVATION 1209 AS 2.
PROJECT.
BASE CONTRACT. PLACE 20,000 CU.YD. UP TO ELEVATION 1209 AS SHOWN ON SOUTH END OF 1.
PLAN VIEW- YEADKE PIT
MATCH LINE SEE PLAN VIEW THIS SHEET
MATCH LINE SEE INSET ON THIS SHEET
INSET-PLAN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
12101210
12101210
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
PVI 8+79.20
PVI 0+00.00
EL 1179.19
EL 1190.47
YEADKE TOE
EXISTING GROUNDELEVATION
EXISTING YEADKE PIT QUARRY
FINISH GRADE = MEET AND MATCH
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
H O
M E
R T
O W
N S
H
IP
M N
M
IS
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
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
P
Y P
U
C S .d g n
T B
S
Y E
A D
K E P
R O
F
IL
E
CS201
R S
C
R S
C
G C
W
A N
S I
D
A1
SCALE: 1"=50'
NORTH
PLAN
50' 100'0
.9
GENERAL NOTES
PROFILE- YEADKE PIT TOE OF FILL
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O A
D
SEPTEMBER 2020.
SURVEY DATA OBTAINED FROM DRONE SURVEY PROVIDED BY MATHY CONSTRUCTION COMPANY, 2.
VERTICAL DATUM IS NOT CONFIRMED TO BE IN NAVD 88.1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200 2+08
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200 3+23
E L E
V A
T
IO
N
YEADKE QUARRY PIT
YEADKE QUARRY PIT
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300 0+08
E L E
V A
T
IO
N
YEADKE QUARRY PIT
CL
CL
CL
1V :1H
1V :1H
30 MIN'
30 MIN'
30 MIN'
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
FINISH GRADE
ALIGNMENT
TOE
ALIGNMENT
TOE
ALIGNMENT
TOE
PIT ELEVATION
EXISTING QUARRY
MEET AND MATCH
PIT ELEVATION
EXISTING QUARRY
MEET AND MATCH
PIT ELEVATION
EXISTING QUARRY
MEET AND MATCH
1V :1
H
EL 1206
EL 1209
EL 1182
1V:5.83H
1V:33.3H
FILL
20,000 CU.YD. BASE
CONTRACT FILL
20,000 CU.YD. BASE
CONTRACT FILL
20,000 CU.YD. BASE
FINISH GRADE
FINISH GRADE
EL 1209
EL 1209
VARIABLE SLOPE
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
H O
M E
R T
O W
N S
H
IP
M N
M
IS
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
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
P
Y P
U
C S .d g n
T B
S
Y E
A D
K E S
E C
T
IO
N S
CS301
R S
C
R S
C
G C
W
A N
S I
D
A1
SCALE: 1"=20'
.9
20' 40'0
GENERAL NOTES
SEPTEMBER 2020.
SURVEY DATA OBTAINED FROM DRONE SURVEY PROVIDED BY MATHY CONSTRUCTION COMPANY, 2.
VERTICAL DATUM IS NOT CONFIRMED TO BE IN NAVD 88.1.
E1
SCALE: 1"=20'
C1
SCALE: 1"=20' 20' 40'0
20' 40'0
SHEET KEYNOTES
MAINTAIN A 30' MINIMUM WIDTH FOR ACCESS.1.
(1 O
F
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O A
D
SECTIONS- YEADKE PIT STA. 2+08
SECTIONS- YEADKE PIT STA. 3+23
SECTIONS- YEADKE PIT STA. 0+00
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200 4+28
E L E
V A
T
IO
N
YEADKE QUARRY PIT
CL
1V :1H
30 MIN'
GROUND
EXISTING
FINISH GRADE
ALIGNMENT
TOE
PIT ELEVATION
EXISTING QUARRY
MEET AND MATCH
CU.YD. OPTION FILL
ADDITIONAL 30,000
EL 1212
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100 7+25
E L E
V A
T
IO
N
YEADKE QUARRY PIT
1V :1H
CL
GROUND
EXISTING
EL 1240
ELEVATION
EXISTING QUARRY PIT
MEET AND MATCH
ALIGNMENT
TOE
OPTION FILL
30,000 CU.YD.
ADDITIONAL
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
H O
M E
R T
O W
N S
H
IP
M N
M
IS
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
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
P
Y P
U
C S .d g n
T B
S
Y E
A D
K E S
E C
T
IO
N S
CS302
R S
C
R S
C
G C
W
A N
S I
D
A1
SCALE: 1"=20'
.9
GENERAL NOTES
SHEET KEYNOTES
MAINTAIN A 30' MINIMUM WIDTH FOR ACCESS.1.
D1
SCALE: 1"=20'
(2 O
F
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O A
D
SECTIONS- YEADKE PIT STA. 7+25
SECTIONS- YEADKE PIT STA. 4+28
AT SECTION 7+25, SLOPE ABOVE THE ELEVATION 1240 IS VARIABLE AND IS POSITIVE.3.
SEPTEMBER 2020.
SURVEY DATA OBTAINED FROM DRONE SURVEY PROVIDED BY MATHY CONSTRUCTION COMPANY, 2.
VERTICAL DATUM IS NOT CONFIRMED TO BE IN NAVD 88.1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
-B
U
IL
T N
M
E R T
O W
N S
H
IP
M N
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T M
IS
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
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
P
Y P
U
C S .d g n
.9
A N
S I
D
T B
S
C O
N T
R O
L T
A B
L E
S
S601
R S
C
R S
C
G S
W
N O
V E
M B
E R
W E
S
Q
P O
O
M E
R W
E S
T U
P L
A N
D P
L A
C E
M E
N T S
IT
E U
N L
O
2015 2016 2017 2018 2019 2020
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
200,000
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 J
D
IS
C H
AR
G
E
IN
C
FS
2010 2011 2012 2013 2014 2015
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
200,000
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 J
D
IS
C H
AR
G
E
IN
C
FS
MISSISSIPPI RIVER
HOMER WEST UPLAND PROJECT
DAILY DISCHARGE HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2010 ‐ 2019
SHEET NUMBER: 1 of 3
MISSISSIPPI RIVER
HYDROLOGIC INFORMATION
Notes:
1. The daily discharge hydrograph is based on ten years of river flow observations recorded by the USGS gage 05378500 on the Mississippi River at Winona, MN.
2. These daily discharge hydrographs are based on the best information available. These daily discharge 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.
MISSISSIPPI RIVER
HOMER WEST UPLAND PROJECT
FLOW DURATION CURVES
JANUARY ‐ JUNE
1928‐2020
SHEET NUMBER: 2 of 3
MISSISSIPPI RIVER
USGS GAGE 05378500
Notes:
1. The monthly flow duration curves are based on ninety two years of observed daily discharge as recorded by the USGS gage 05378500 on the Mississippi River at Winona, MN.
2. These flow duration curves are based on the best information available. These flow duration curves 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.
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
MISSISSIPPI RIVER
HOMER WEST UPLAND PROJECT
FLOW DURATION CURVES
JULY ‐ DECEMBER
1928‐2020
SHEET NUMBER: 3 of 3
MISSISSIPPI RIVER
USGS GAGE 05378500
Notes:
1. The monthly flow duration curves are based on ninety two years of observed daily discharge as recorded by the USGS gage 05378500 on the Mississippi River at Winona, MN.
2. These flow duration curves are based on the best information available. These flow duration curves 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.
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
1,000
10,000
100,000
1,000,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
| P6YPU_G-001 |
| P6YPU_G-002 |
| P6YPU_G-003 |
| P6YPU_G-101 |
| P6YPU_CS101 |
| P6YPU_CS102 |
| P6YPU_CS201 |
| P6YPU_CS301 |
| P6YPU_CS302 |
| P6YPU_CS601 |
| HomerWestUpland_2020_HydRefDwg_Combined |
| HomerWestUpland_2020_FlowDuration1 |
| HomerWestUpland_2020_FlowDuration2 |
| HomerWestUpland_2020_Hydrographs |
| 2020-12-01T16:03:16-0600 | |
| BEHLING.CHRISTOPHER.W.1230533535 |
| 2020-12-02T16:55:33-0600 | |
| SULLY.THOMAS.B.1231345864 |
| 2020-12-03T08:22:30-0600 | |
| KNOFF.MICHAEL.R.1231198497 |
| 2020-12-03T10:08:53-0600 | |
| Michael J. Bart, PE |
File details come from the government source that posted it. Updated .