IFB number W912ES21B0003 Plans.pdf
PDF 45 MB Posted
- Attached to
- Marshall Flood Control Rehabilitation project Federal contract opportunity
- Solicitation number
- W912ES21B0003
About this file
This document provides details on a federal contract opportunity for the Marshall Flood Control Rehabilitation project. The solicitation number is W912ES21B0003 and is seeking bids for plans related to the project through Invitation for Bid (IFB) number W912ES21B0003. The Department of the Army Corps of Engineers Engineering District St Paul is the contracting agency. The IFB was issued on April 13, 2021 and includes specifications, drawings, and Amendments 1 and 2. Bids are due in response to the IFB for providing plans to support rehabilitation of flood controls around Marshall, Minnesota. The selected bidder will be awarded a contract to deliver the required plans to the Army Corps of Engineers district office in St. Paul.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 21B0013 Marshall Bidding Abstract.pdf | ||
| Amendment 1 W912ES21B0003.pdf | ||
| IFB number W912ES21B0003 with Specifications.pdf | ||
| Amendment 2 W912ES21B0003.pdf |
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APPROVED BY:
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CHIEF DIVISIONENGR & CONST
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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.
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VERTICAL AND HORIZONTAL CONTROL POINTS
NAME
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4207 D RESET
866,494.51
863,687.40
859,631.45
853,947.46
2,151,502.05
2,166,303.41
2,145,155.26
2,150,140.51
1169.65
1143.31
1187.92
1178.33
NGS PID DL5873
NGS PID AJ8922
NGS PID DL5918
NGS PID DL5930
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A1
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SCALE: 1" = 1500'
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WORK LIMITS
HAUL ROUTE
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
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/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
FILL
CUT
97-41M
AND NUMBER
BORING LOCATION
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
SANITARY SEWER
NEW
NEW STORM SEWER
DAM EMBANKMENT
AND NUMBER
DWG OUTLINE
OVERHEAD P0WER
EXISTING
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
* UNLESS OTHERWISE NOTED ON EACH SHEET
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SHEET ID X-000
A A
EXISTING COMMUNICATION
ABUT
ALTER
MECH
PLAT
ABUTMENT
ALTERNATING
MECHANICAL
PLATFORM
EXIST
MAX
MIN
TYPEXISTING
FAR FACE
GALVANIZED
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
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
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
MISC
NF
OF
NO
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LANDWARDL/W
HT HEIGHT
NTS NOT TO SCALE
IF INSIDE FACE
TURF REIFORCEMENT MATTRM
LG LONG
EST ESTIMATED
OC
OFF
ON CENTER
OFFSET
SST OR S.S
CONN CONNECTION
US UPSTREAM
DS DOWNSTREAM
PLATEPL
CONTROL POINT
PROJECT
1 DIMENSIONAL
CONTROL POINT
PROJECT
3 DIMENSIONAL
GENERAL PROJECT NOTES:
LIMITS AT THE CONTRACTORS DISCRETION.
9. CLEARING AND GRUBBING SHALL BE PREFORMED MINIMALLY WITHIN THE WORK
IDENTIFIED ON THE PLAN AS REQUIRING SEEDING.
8. PROVIDE DRY MIX SEEDING TO ALL DISTURBED AREAS NOT OTHERWISE
MUST BE REMOVED TO MATCH THE ADJACENT GROUND ELEVATION.
7. UNDER THE LIMITS OF IMPERVIOUS FILL, GRAVEL AND ROAD EMBANKMENTS
OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
GROUND COORDINATES.
LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY THE CF TO OBTAIN
COORDINATES SHOWN IN THE PLANS TO GROUND COORDINATES FOR PROPER
5. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID
4. ORIGINAL DATA FROM MAY 2019 FIELD SURVEY.
3. ELEVATION REFER TO NAVD 88.
COORDINATES BASED ON MONNESOTA STATE PLANE GRID SYSTEM, SOUTH ZONE.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET.
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND VERTICAL
CS303
CS302
CS301
CS105
CS104
CS103
CS102
CS101
G-007
G-006
G-005
G-004
G-003
G-002
G-001
RMFCP_CS303xxx.DGN
RMFCP_CS302xxx.DGN
RMFCP_CS301xxx.DGN
RMFCP_CS105xxx.DGN
RMFCP_CS104xxx.DGN
RMFCP_CS103xxx.DGN
RMFCP_CS102xxx.DGN
RMFCP_CS101xxx.DGN
RMFCP_G-007xxx.DGN
RMFCP_G-006xxx.DGN
RMFCP_G-005xxx.DGN
RMFCP_G-004xxx.DGN
RMFCP_G-003xxx.DGN
RMFCP_G-002xxx.DGN
RMFCP_G-001xxx.DGN
W E
S
B
FLOW HYDROGRAPHS, JANUARY 01 - DECEMBER 31, 2010 - 2019
FLOW DURATION CURVES, JANUARY-JUNE, 1940 - 2019
FLOW DURATION CURVES, JULY-DECEMBER, 1940 - 2019
RIPRAP PATTERN BEDDING PATTERN
WORK LIMITS
T S
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D W
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SITE IMAGES
TYPICAL SECTIONS SHEET 2 OF 2
TYPICAL SECTIONS SHEET 1 OF 2
AREA 6 EAST PLAN OPTION 2
AREA 6 WEST PLAN OPTION 2
AREA 3 PLAN OPTION 1
AREA 2 PLAN BASE BID
AREA 1 PLAN BASE BID
HAUL ROUTE COGO POINTS TABLE
HAUL ROUTE MAP SITE 6
HAUL ROUTE MAP SITE 1, 2, AND 3
ABBREVIATION SHEET
VICINITY MAP SHEET 2 OF 2
VICINITY MAP SHEET 1 OF 2
COVER SHEET
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PT # HR10
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PT # HR39
PT # HR40
PT # HR37
PT # HR34
PT # HR35
PT # HR36
PT # HR45
PT # HR46
PT # HR47
PT # HR44
PT # HR41
PT # HR42
PT # HR43
PT # HR33
PT # HR23
PT # HR24
PT # HR25
PT # HR22
PT # HR19
PT # HR20
PT # HR21
PT # HR30 PT # HR31
PT # HR32
PT # HR29
PT # HR26
PT # HR27
PT # HR28
PT # HR48
PT # HR64
PT # HR65
PT # HR66
PT # HR63
PT # HR53
PT # HR54
PT # HR55
PT # HR52
PT # HR49
PT # HR50
PT # HR51
PT # HR60
PT # HR61 PT # HR62
PT # HR59
PT # HR56 PT # HR57 PT # HR58
PT # HR8
PT # HR9
PT # HR11
PT # HR7
PT # HR4
PT # HR5
PT # HR6
PT # HR16
PT # HR17
PT # HR18
PT # HR15
PT # HR12
PT # HR13
PT # HR14
PT # HR3
PT # HR1
PT # HR2
PT # WL1
PT # WL9
PT # WL10
PT # WL27
PT # WL26
PT # HR77
PT # WL21
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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T R
O L P
R O J E
C T
R M
F C
P
G -0 x x x .d g n
G-005
A A
W
A1
SCALE: 1"=100'
N
100' 200'0
H A
U L R
O U
T E M
A P S
IT
E
A N
D
N P
G
G C
W
AREA 1
AREA 2
JOHN DEER RD
HIGHWAY 7
A N
S I
R
IL
AREA 3
W E
S
B
T S
U L
AREA 1, 2, AND 3 HAUL ROUTES – BASE BID & OPTION 1
E
D W
O O
D R
IV
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
PT # HR68
PT # HR69
PT # HR70
PT # HR67
PT # HR75
PT # HR76
PT # HR74
PT # HR71
PT # HR72
PT # HR73
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
M A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
G -0 x x x .d g n
G-006
A A
W
N
25' 50'0
H A
U L R
O U
T E M
A P S
IT
E
N P
G
G C
W
LEVEE TRAILLEVEE TRAIL
AREA 6 WEST
AREA 6 EAST
A N
S I
D
HIGHWAY 67
A1
SCALE: 1"=25'
R
IL
W E
S
B
T S
U L
AREA 6 WEST AND AREA 6 EAST HAUL ROUTES – OPTION 2
E
D W
O O
D R
IV
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
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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 A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
G -0 x x x .d g n
T A
B L E
G-007
A A
W
NORTHING EASTING DESCRIPTIONNAME
HAUL ROAD COGO POINTS AREA 1,2 AND 3
HR66
HR65
HR64
HR63
HR62
HR61
HR60
HR59
HR58
HR57
HR56
HR55
HR54
HR53
HR52
HR51
HR50
HR49
HR48
HR47
HR46
HR45
HR44
HR43
HR42
HR41
HR40
HR39
HR38
HR37
HR36
HR35
HR34
HR33
HR32
HR31
HR30
HR29
HR28
HR27
HR26
HR25
HR24
HR23
HR22
HR21
HR20
HR19
HR18
HR17
HR16
HR15
HR14
HR13
HR12
HR11
HR10
HR9
HR8
HR7
HR6
HR5
HR4
HR3
HR2
HR1
2149715.83
2149677.30
2149646.04
2149616.50
2149598.95
2149584.39
2149494.91
2149400.30
2150215.88
2149742.37
2149679.44
2149646.34
2149612.65
2149598.52
2149579.68
2149508.19
2149445.68
2149373.97
2149244.78
2150212.57
2150197.19
2150177.17
2148788.37
2148760.65
2148748.61
2148721.62
2148687.54
2148619.16
2148529.19
2148416.58
2148410.78
2148385.40
2148362.89
2148311.30
2148268.42
2150208.80
2148778.97
2148742.05
2148701.86
2148676.09
2148524.83
2148435.89
2148433.43
2148403.88
2148316.35
2148252.50
2148229.94
2148204.17
2148170.05
2148145.83
2148141.76
2148138.17
2148122.99
2148106.71
2148076.71
2148002.50
2147898.18
2148151.06
2148127.55
2148115.65
2148108.69
2148095.05
2148080.54
2148052.09
2147982.44
2147903.77
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
NORTHING EASTING DESCRIPTIONNAME
HAUL ROAD COGO POINTS AREA 6
HR76
HR75
HR74
HR73
HR72
HR71
HR70
HR69
HR68
HR67
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
A N
S I
D
N P
G
G C
W
H A
U L R
O U
T E C
O G
O P
O
IN
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
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
865330.14
865320.59
865312.02
865329.40
865329.92
865326.34
865410.36
865390.79
865361.25
865381.07
2160798.19
2160840.02
2160824.36
2160710.60
2160697.37
2160678.04
2160975.78
2161054.07
2161036.19
2160978.65
856653.64
856661.78
856698.62
856780.86
856800.99
856803.56
856788.99
856750.02
856632.23
856639.94
856642.51
856666.69
856750.44
856785.57
856790.28
856777.00
856754.30
856716.65
856627.84
856355.47
856333.40
856324.11
856312.96
856324.75
856355.06
856422.94
856448.01
856472.94
856505.76
856506.92
856480.20
856436.53
856418.65
856378.13
856341.12
856295.36
856290.87
856306.58
856407.69
856426.64
856481.80
856482.72
856471.41
856420.55
856351.03
856299.64
856290.35
856267.40
856215.76
856165.78
856107.30
856044.34
855995.53
855962.63
855915.47
855818.33
855687.27
856226.22
856173.37
856111.82
856050.55
856006.70
855977.38
855932.66
855841.49
855746.07
W E
S
B
V D
8 1
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
N A
D
.9
N A
V D
8 1
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
N A
D
.9
T S
U L L
Y
A P
R
IL
R E
D W
O O
D R
IV
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
PT # HR10
PT # WL5
PT # WL6
PT # WL7
PT # WL4
PT # WL1
PT # WL2
PT # WL3
PT # WL8
PT # WL9
PT # HR1
PT # HR2
BH1-1
BH1-2
BH1-3
BH1-4
BH1-5
BH1-6
BH1-7
STA.
-0
+4 6.
POE
STA.
-0
+8 7.
POB
S T
A . -0
.2
P I S T
A . -0
.2
P I
S T
A . -0
.2
P I
S T
A . -0
.2
P I S T
A . -0
.0
P I
S T
A . 0
.3
P I
S T
A . 0
.7
P I
S T
A . 0
.2
P O
E
S T
A . -0
.4
P O
B
STA. 1+50.22
POE
CS302
F2
CS301
E1
CS302
F2
ST1-1
ST1-2
ST1-3
ST1-4
ST1-5
ST1-6
ST1-7
ST1-8
KW1E-1
KW1E-2
KW1W-1
KW1W-2
SEE NOTE 2
S T
A . 0
.6
P I
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
M A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -1 x x x .d g n
A1
SCALE: 1:=20'
N
20' 40'0
P L
A N
CS101
A A
W
NORTHING EASTING DESCRIPTIONNAME
HORIZONTAL ALIGNMENT POINTS AREA 1
A R
E A
NORTHING EASTING DESCRIPTIONNAME
WORK LIMIT COGO POINTS AREA 1
WL9
WL8
WL7
WL6
WL5
WL4
WL3
WL2
WL1
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
SITE 1 WORK LIMITS
N P
G
G C
W
SITE 1 EAST KEYWAY
SITE 1 EAST KEYWAY
SITE 1 WEST KEYWAY
SITE 1 WEST KEYWAY
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
SITE 1 RIPRAP REPAIR
A N
S I
E8
D8
HORIZONTAL ALIGNMENT POINTS SITE 1
WORK LIMIT COGO POINTS SITE 1
NORTHING EASTING DESCRIPTIONNAME
B8
BENCH HINGE POINTS SITE 1
BENCH HINGE POINTS SITE 1
KW1E-2
KW1E-1
KW1W-2
KW1W-1
ST1-9
ST1-8
ST1-7
ST1-6
ST1-5
ST1-4
ST1-3
ST1-2
ST1-1
SITE 1 HINGE POINT
SITE 1 HINGE POINT
SITE 1 HINGE POINT
SITE 1 HINGE POINT
SITE 1 HINGE POINT
SITE 1 HINGE POINT
SITE 1 HINGE POINT
BH1-7
BH1-6
BH1-5
BH1-4
BH1-3
BH1-2
BH1-1
GENERAL NOTES
E
S
B
855824.43
855835.55
855739.72
855775.42
855822.79
855777.02
855748.49
855734.93
855740.48
855741.66
855740.31
855743.11
855745.20
2147901.51
2147869.78
2147679.03
2147700.04
2147890.05
2147866.18
2147826.54
2147779.01
2147741.04
2147721.84
2147701.88
2147692.74
2147689.23
855759.44
855820.34
855867.36
855784.08
855795.21
855735.70
855713.54
855703.33
855724.40
2147887.04
2147939.77
2147871.42
2147804.42
2147690.20
2147648.61
2147668.39
2147785.18
2147850.32
855829.79
855825.10
855781.10
855768.00
855762.64
855769.45
855770.07
2147873.48
2147865.85
2147843.21
2147814.36
2147792.20
2147736.41
2147703.82
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
6" IN DIAMETER, AS NECESSARY WITHIN THE WORK LIMITS.
CONTRACTOR SHALL CLEAR AND GRUB, REMOVING TREES LESS THAN1.
T S
U L
D W
O O
D R
IV
E R
AREA 1 REPAIR PLAN – BASE BID
A P
R
IL
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
PT # HR19
PT # HR20
PT # HR21
PT # HR32
PT # WL20
PT # WL21
PT # WL19
PT # WL16
PT # WL17
PT # WL18
PT # WL15
PT # WL12
PT # WL13
PT # WL14
PT # WL11
PT # WL10
PT # HR9
P O
B S
T A . -0
.7
TIE INTO EXISTING RIPRAP
REPAIR TRAIL PER DETAIL D6 CS301
BH2-1
BH2-2
BH2-3
BH2-4
BH2-5
BH2-6
P I
S T
A . 0
.1
P I
S T
A . 0
.6
P I
S T
A . 0
.1
P I
S T
A . 0
.5
P
IS
T A . 0
.8
P O
E
S T
A . 1
.2
POE
STA.
0+3 0.9
POB
STA.
0+0 0.0
A6
CS301
CS302
F2
A1
CS301
ST2-1
ST2-2
ST2-3
ST2-4
ST2-5
ST2-6
ST2-7
KW2-1
KW2-2
SEE NOTE 2
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
M A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -1 x x x .d g n
A1
SCALE: 1"=15'
N
15' 30'0
P L
A N
CS102
A A
W
NORTHING EASTING DESCRIPTIONNAME
AREA 2 HORIZONTAL ALIGNMENT POINTS
A R
E A
NORTHING EASTING DESCRIPTIONNAME
AREA 2 COGO POINTS WORK LIMIT
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
AREA 2 WORK LIMITS
WL21
WL20
WL19
WL18
WL17
WL16
WL15
WL14
WL13
WL12
WL11
WL10
N P
G
G C
W
SITE 2 KEYWAY
SITE 2 KEYWAY
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
SITE 2 RIPRAP REPAIR
A N
S I
E7
C7
AREA 2 COGO POINTS WORK LIMIT TABLE
AREA 2 HORIZONTAL ALIGNMENT POINTS
KW2-2
KW2-1
ST2-7
ST2-6
ST2-5
ST2-4
ST2-3
ST2-2
ST2-1
B7
AREA 2 BENCH HINGE POINTS
AREA 2 BENCH HINGE POINTS TABLE
AREA 2 BENCH HINGE POINT
AREA 2 BENCH HINGE POINT
AREA 2 BENCH HINGE POINT
AREA 2 BENCH HINGE POINT
AREA 2 BENCH HINGE POINT
AREA 2 BENCH HINGE POINT
BH2-6
BH2-5
BH2-4
BH2-3
BH2-2
BH2-1
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
6" IN DIAMETER, AS NECESSARY WITHIN THE WORK LIMITS.
CONTRACTOR SHALL CLEAR AND GRUB, REMOVING TREES LESS THAN1.
856297.02
856326.01
856344.19
856311.89
856298.65
856291.70
856293.86
856296.16
856301.79
2148085.55
2148096.40
2148247.61
2148195.50
2148180.10
2148138.26
2148120.85
2148108.54
2148093.76
856323.70
856333.15
856350.49
856394.30
856337.21
856334.24
856281.21
856265.18
856269.39
856268.38
856281.35
856270.40
2148248.68
2148234.09
2148255.52
2148217.56
2148138.09
2148069.47
2148064.21
2148095.46
2148125.15
2148160.66
2148175.17
2148188.36
856375.47
856356.51
856337.28
856312.36
856314.18
856321.13
2148213.66
2148195.88
2148170.50
2148141.21
2148125.25
2148101.11
W E
S
B
T S
U L
D W
O O
D R
IV
E R
AREA 2 REPAIR AREA – BASE BID
A P
R
IL
PT # HR48
PT # WL22
PT # WL27
PT # WL26
PT # WL23
PT # WL24
PT # WL25
S T A . 0
.0
P O
B
S T A . 0
.1
P I
STA. 0+76.78
PO
E
TIE INTO EXISTING RIPRAP
BH3-1
BH3-2
BH3-3
BH3-4
D6
CS301
F2
CS301
.0
P O
B
.7
P O
E
KW3-1
KW3-2
ST3-1
ST3-2
ST3-3
SEE NOTE 2
S 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
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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 A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -1 x x x .d g n
N
10' 20'0
B1
SCALE: 1"=10'
P L
A N
A R
E A
CS103
A A
W
NORTHING EASTING DESCRIPTIONNAME
HORIZONTAL ALIGNMENT POINTS AREA 3
NORTHING EASTING DESCRIPTIONNAME
WL27
WL26
WL25
WL24
WL23
WL22
AREA 3 WORK LIMITS
AREA 3 WORK LIMITS
AREA 3 WORK LIMITS
AREA 3 WORK LIMITS
AREA 3 WORK LIMITS
AREA 3 WORK LIMITS
N P
G
G C
W
SITE 3 KEYWAY
SITE 3 KEYWAY
SITE 3 RIPRAP REPAIR
SITE 3 RIPRAP REPAIR
SITE 3 RIPRAP REPAIR
A N
S I
A4
HORIZONTAL ALIGNMENT POINTS AREA 3
COGO POINTS WORK LIMITS AREA 3
COGO POINTS WORK LIMITS AREA 3
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
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
N A
V D
8 1
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
N A
D
.9
V D
8 1
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
N A
D
.9
KW3-2
KW3-1
ST3-3
ST3-2
ST3-1
A7
AREA 3 BENCH HINGE POINTS TABLE
AREA 3 BENCH HINGE POINTS
BH3-4
BH3-3
BH3-2
BH3-1
AREA 3 BENCH HINGE POINT
AREA 3 BENCH HINGE POINT
AREA 3 BENCH HINGE POINT
AREA 3 BENCH HINGE POINT
E
S
B
856713.67
856708.80
856691.28
856668.04
2149126.18
2149123.59
2149106.14
2149072.56
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
6" IN DIAMETER, AS NECESSARY WITHIN THE WORK LIMITS.
CONTRACTOR SHALL CLEAR AND GRUB, REMOVING TREES LESS THAN1.
856637.05
856670.61
856684.78
856617.22
856754.82
856662.58
2149236.69
2149285.47
2149200.85
2149097.77
2149138.94
2149052.77
856700.12
856727.06
856702.41
856681.41
856649.38
2149158.44
2149120.20
2149142.17
2149127.38
2149087.56
S
U L L
Y
R E
D W
O O
D R
IV
E R
AREA 3 REPAIR PLAN – OPTION 1
A P
R
IL
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
PT # HR71
PT # HR72
PT # HR73
PT # WL28
PT # WL30
PT # WL35
PT # WL36
PT # WL34
PT # WL31
PT # WL32
PT # WL33
S T
A . 0
.0
P O
B
S T
A . 0
.7
P I
S T A . 0
.9
P I
S T A . 0
.4
P I
S T
A . 0
.9
P I
S T A . 0
.1
P O
E
TIE INTO EXISTING RIPRAP
BH6W-1
BH6W-2
BH6W-3
BH6W-4
BH6W-5
CS302
C1
CS302
F2
PT # WL29
0+00.00
PO
B
0+37.13
PO
E
KW6W-1
KW6W-2
ST6W-1
ST6W-2
ST6W-3
ST6W-4
ST6W-5
ST6W-6
SEE NOTE 2
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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 A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -1 x x x .d g n
N
10' 20'0
AREA 6 REPAIR PLAN
SCALE: 1"=10'
P L
A N
CS104
A A
W
NORTHING EASTING DESCRIPTIONNAME
A R
E A W
E S
T
NORTHING EASTING DESCRIPTION
WORK LIMITS COGO POINTS AREA 6 WEST
WL36
WL35
WL34
WL33
WL32
WL31
WL30
WL29
WL28
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
AREA 6 WEST WORK LIMITS
N P
G
G C
W
SITE 6 WEST KEYWAY
SITE 6 WEST KEYWAY
SITE 6 WEST RIPRAP REPAIR
SITE 6 WEST RIPRAP REPAIR
SITE 6 WEST RIPRAP REPAIR
SITE 6 WEST RIPRAP REPAIR
SITE 6 WEST RIPRAP REPAIR
SITE 6 WEST RIPRAP REPAIR
A N
S I
F7
HORIZONTAL ALIGNMENT POINTS AREA 6 WEST
HORIZONTAL ALIGNMENT POINTS AREA 6 WEST
WORK LIMITS COGO POINTS AREA 6 WEST
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
V D
8 1
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
N A
D
.9
KW6W-2
KW6W-1
ST6W-6
ST6W-5
ST6W-4
ST6W-3
ST6W-2
ST6W-1
AREA 6 WEST BENCH HINGE POINTS TABLE
AREA 6 WEST BENCH HING POINTS
BH6W-5
BH6W-4
BH6W-3
BH6W-2
BH6W-1
AREA 6 WEST HINGE POINT
AREA 6 WEST HINGE POINT
AREA 6 WEST HINGE POINT
AREA 6 WEST HINGE POINT
AREA 6 WEST HINGE POINT
NAME
865381.83
865394.25
865401.72
865411.04
865421.63
2160716.74
2160700.53
2160686.20
2160669.13
2160649.42
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
6" IN DIAMETER, AS NECESSARY WITHIN THE WORK LIMITS.
CONTRACTOR SHALL CLEAR AND GRUB, REMOVING TREES LESS THAN1.
865404.54
865435.93
865365.43
865375.80
865379.87
865385.74
865401.57
865409.65
2160631.38
2160651.20
2160704.31
2160690.64
2160679.84
2160673.74
2160654.06
2160641.75
865373.65
865330.70
865338.29
865340.98
865390.04
865392.73
865424.07
865449.63
865398.83
2160616.04
2160630.90
2160673.41
2160703.77
2160732.16
2160723.75
2160674.01
2160647.64
2160594.68
W E
S
B
T S
U L
D W
O O
D R
IV
E R
B1
– OPTION 2
A P
R
IL
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
PT # HR70
PT # HR67
PT # WL37
PT # WL42
PT # WL41
PT # WL38
PT # WL39
PT # WL40
S T
A . -0
.5
P O
B
S T
A . 0
.1
P I
S T
A . 0
.0
P O
E
TIE INTO EXISTING RIPRAP
BH6E-1
BH6E-2
BH6E-3
BH6E-4 BH6E-5
F2
CS302
CS302
A6
0+ .0
PO
B
0+ .4
PO
E
KW6E-1
KW6E-2
ST6E-1
ST6E-2
ST6E-3
SEE NOTE 2
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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
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
R
S H
A L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -1 x x x .d g n
N
10' 20'0
P L
A N
CS105
A A
W
NORTHING EASTING DESCRIPTIONNAME
A R
E A E
A S
T
NORTHING EASTING DESCRIPTIONNAME
WL42
WL41
WL40
WL39
WL38
WL37
SITE 6 EAST WORK LIMITS
SITE 6 EAST WORK LIMITS
SITE 6 EAST WORK LIMITS
SITE 6 EAST WORK LIMITS
SITE 6 EAST WORK LIMITS
SITE 6 EAST WORK LIMITS
N P
G
G C
W
HORIZONTAL ALIGNMENT POINTS AREA 6 EAST
SITE 6 EAST KEYWAY REPAIR
SITE 6 EAST KEYWAY REPAIR
SITE 6 EAST RIPRAP REPAIR
SITE 6 EAST RIPRAP REPAIR
SITE 6 EAST RIPRAP REPAIR
A N
S I
D
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
F7
WORK LIMITS COGO POINTS AREA 6 EAST
WORK LIMITS COGO POINTS AREA 6 EAST
HORIZONTAL ALIGNMENT POINTS AREA 6 EAST
B1
SCALE: 1" = 10'
AREA 6 EAST BENCH HINGE POINTS TABLE
AREA 6 EAST BENCH HINGE POINTS
BH6E-5
BH6E-4
BH6E-3
BH6E-2
BH6E-1
SITE 6 EAST BENCH HINGE POINT
SITE 6 EAST BENCH HINGE POINT
SITE 6 EAST BENCH HINGE POINT
SITE 6 EAST BENCH HINGE POINT
SITE 6 EAST BENCH HINGE POINT
R
IL
GENERAL NOTES
865431.54
865427.56
865406.68
865406.68
865396.49
2160933.65
2160922.89
2160895.18
2160895.18
2160879.10
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
6" IN DIAMETER, AS NECESSARY WITHIN THE WORK LIMITS.
CONTRACTOR SHALL CLEAR AND GRUB, REMOVING TREES LESS THAN1.
KW6E-2
KW6E-1
ST6E-3
ST6E-2
ST6E-1
865402.81
865441.68
865412.48
865386.69
865375.72
2160964.81
2160937.53
2160947.02
2160910.28
2160892.75
865330.87
865386.79
865457.90
865449.20
865402.23
865363.29
2160863.75
2160992.24
2160942.57
2160918.96
2160847.53
2160862.75
W E
S
B
T S
U L
AREA 6 EAST REPAIR PLAN – OPTION 2
E
D W
O O
D R
IV
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
5'
3:1
EXISTING GROUND
±1 .5 :1
WIDTH VARIES
CONTROL LINE
HINGE POINT
SEE NOTE 2
9" OF BEDDING FILL WITH BEDDING
2' OF RIPRAP
0 10-10-20-30-40-50 20
5'
3:
EXISTING GROUND±1
.5 :1
WIDTH VARIES
CONTROL LINE6'
HINGE POINT
(INCIDENTAL TO RIPRAP)
REMOVE AND REPLACE EXISTING STONE AS NEEDED
SEE NOTE 2
FILL WITH BEDDING
9" OF BEDDING MATERIAL
2' OF RIPRAP
0 10-10-20-30-40-50 4020 30
5'
3:
±1 .5 :1
EXISTING GROUND
WIDTH VARIES 6'
HINGE POINT
EXCAVATION
CONTROL LINE
SEE NOTE 2
9" OF BEDDING
2' OF RIPRAP
0-10-20-30-40-50 10 20
0 10-10-20-30-40-50
EXISTING GROUND
±1 .5 :1
WIDTH VARIES
HINGE POINT
2.5 :1
5'
LINE
CONTROL
EXCAVATION
SEE NOTE 2
9" OF BEDDING
2' OF RIPRAP
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
Y S
T
E N
A M
-B
U
IL
T N
R S
H A
L L
M N
R
E H
A B O
F M
A R
S H
A L L F
C P
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
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
M A
R S
H A
L L F
L O
O D C
O N
T R
O L P
R O J E
C T
R M
F C
P
C S -3 x x x .d g n
T Y
P
IC
A L S
E C
T
IO
N S
CS301
A A
W
N P
G
G C
W
A N
S I
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E1
D6
A6
E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
CROSS SECTION AT STATION 0+60
CROSS SECTION AT STATION 0+98
CROSS SECTION AT STATION 0+20
CROSS SECTION AT STATION 0+20
SEE IMAGE D1 CS303
TO BE REMOVED PRIOR TO CONSTRUCTION
TEMPORARY ROCK PLACED BY CITY AFTER INITIAL EROSION
W E
S
B
S H
E E
T O
F
PLACEMENT AREA AND HAVE IT APPROVED BY THE CONTRACTING OFFICER.
2. THE TOP OF RIPRAP IS TO BE AT THE TOP OF THE EROSION. STAKE OUT
PLACEMENT OF GRANULAR FILL.
1. SCARIFY TOP 4" OF EXISTING MATERIAL ABOVE WATERLINE PRIOR TO
T S
U L
D W
O O
D R
IV
E R
SCALE: NTS SCALE: NTS
SCALE: NTS
SCALE: NTS
TYPICAL SECTION AREA 1 SCOUR PROTECTION – BASE BID
TYPICAL SECTION AREA 3 SCOUR PROTECTION – OPTION 1
TYPICAL SECTION AREA 2 REPAIR AREA – BASE BID TYPICAL SECTION AREA 2 WEST END SCOUR PROTECTION – BASE BID
A P
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B
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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
6'
EXISTING GRADE
TIE INTO SCOUR PROTECTION
CONTROL LINE
M
IN
IM
U M
1:1
WIDTH VARIES
1:1
RIPRAP
SAW CUT JOINT
SAW CUT JOINT
MATCH EXISITNG PAVEMENT THICKNESS
WEARING COURSE MIXTURE
PROVIDE MNDOT TYPE SPWEA240E
EXISTING AGGREGATE BASE (SEE NOTE 2)
SEE NOTE 1
5'
EXISTING GROUND
WIDTH VARIES
CONTROL LINE
HINGE POINT
EXCAVATION
SEE NOTE 2
9" OF BEDDING
2' OF RIPRAP
0-10-20-30-40-50 10 20
5'
EXISTING GROUND
WIDTH VARIES
CONTROL LINE
HINGE POINT
EXCAVATION
SEE NOTE 2
9" OF BEDDING
2' OF RIPRAP
0 10-10-20-30-40-50
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
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CS302
A A
W
D6
TYPICAL SECTION ROAD REPAIR
SCALE: NTS
N P
G
G C
W
A N
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SCALE: NTS
C1
CROSS SECTION AT STATION 0+77
L E
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TYPICAL SECTION RIPRAP KEYWAY
E
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B
S H
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2. RESHAPE AND RECOMPACT THE EXISTING AGGREGATE BASE.
1. REMOVE DAMAGED BITUMINOUS MATERIAL AS DIRECTED BY CONTRACTING OFFICER.
NOTES:
T S
U L L
Y
R E
D W
O O
D R
IV
E R
SCALE: NTS
SCALE: NTSCROSS SECTION AT STATION 0+50
TYPICAL SECTION AREA 6 WEST SCOUR PROTECTION – OPTION 2
TYPICAL SECTION AREA 6 EAST SCOUR PROTECTION – OPTION 2
A P
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B
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F
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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
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C
IT
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T
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A M
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S
B
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U
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CS303
A
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W
A N
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D6
D1
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S
REMOVED PRIOR TO CONSTRUCTION
TEMPORARY ROCK PLACED BY CITY TO BE
T S
U L L
Y
R E
D W
O O
D R
IV
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IMAGE OF AREA 2 AFTER TEMPORARY ROCK PLACEMENT – BASE BID IMAGE OF AREA 2 EROSION – BASE BID
IMAGE OF AREA 1 – BASE BID IMAGE OF AREA 3 – OPTION 1
A P
R
IL
REDWOOD RIVER NR MARSHALL, MN
MARSHALL FLOOD CONTROL REPAIRS
USGS 05315000
FLOW DURATION CURVES
JANUARY ‐ JUNE
1940 ‐ 2019
FLOW DUR_1
MARSHALL, MN
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using average daily flow observations recorded by the USGS 05315000
REDWOOD RIVER NEAR MARSHALL, MN.
2. These flow duration curves are based on the best information available. These flow hydrographs represent the period 1940‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
REDWOOD RIVER NR MARSHALL, MN
MARSHALL FLOOD CONTROL REPAIRS
USGS 05315000
FLOW DURATION CURVES
JULY ‐ DECEMBER
1940 ‐ 2019
FLOW DUR_2
MARSHALL, MN
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using average daily flow observations recorded by the USGS 05315000
REDWOOD RIVER NEAR MARSHALL, MN.
2. These flow duration curves are based on the best information available. These flow hydrographs represent the period 1940‐2019, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
10000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
2010 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 J
D
IS
C H
AR
G
E (C
FS
2015 2016 2017 2018 2019
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
IS
C H
AR
G
E (C
FS
REDWOOD RIVER NR MARSHALL, MN
MARSHALL FLOOD CONTROL REPAIRS
USGS 05315000
MISSISSIPPI RIVER
FLOW HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2010‐ 2019
FLOW HYDROS
USGS 05315000
HYDROLOGIC INFORMATION
Notes:
1. The daily discharge hydrograph is based on ten years of average daily flow observations recorded by the USGS 05315000
REDWOOD RIVER NEAR MARSHALL, MN.
2. These flow hydrographs are based on the best information available. These flow 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.
| RMFCP_G-001xxx |
| RMFCP_G-002xxx |
| RMFCP_G-003xxx |
| RMFCP_G-004xxx |
| RMFCP_G-005xxx |
| RMFCP_G-006xxx |
| RMFCP_G-007xxx |
| RMFCP_CS-101xxx |
| RMFCP_CS-102xxx |
| RMFCP_CS-103xxx |
| RMFCP_CS-104xxx |
| RMFCP_CS-105xxx |
| RMFCP_CS-301xxx |
| RMFCP_CS-302xxx |
| RMFCP_CS-303xxx |
| RMFCP_FINAL_MARCH_2021_PLANS.pdf |
| RMFCP_G-001xxx |
| RMFCP_G-002xxx |
| RMFCP_G-003xxx |
| RMFCP_G-004xxx |
| RMFCP_G-005xxx |
| RMFCP_G-006xxx |
| RMFCP_G-007xxx |
| RMFCP_CS-101xxx |
| RMFCP_CS-102xxx |
| RMFCP_CS-103xxx |
| RMFCP_CS-104xxx |
| RMFCP_CS-105xxx |
| RMFCP_CS-301xxx |
| RMFCP_CS-302xxx |
| RMFCP_CS-303xxx |
| 2021-04-13T08:42:55-0500 | |
| Michael J. Bart, PE |
| 2021-04-12T20:19:01-0500 | |
| SULLY.THOMAS.B.1231345864 |
| 2021-04-12T20:29:18-0500 | |
| BEHLING.CHRISTOPHER.W.1230533535 |
| 2021-04-13T06:24:07-0500 | |
| Elizabeth A Nelsen, PE |
| 2021-04-13T07:42:44-0500 | |
| NOVAK.THOMAS.1229096490 |
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