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CHANNEL
DIVERSION
EXISTING
VICINITY MAP
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R I V E R O F T H E N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
N
SCALE:1"=1000'
2000'1000'
NOT TO SCALE
R F
R M
P R
G -0 d g n
R F
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PROJECT
LOCATION
300TH STREET
CSAH 24
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C S
A H
F L
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ROSEAU
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Sheet
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A U F
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K M
G M
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A S B S
U L L
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P
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N E
R A
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G I
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IN
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R
GENERAL PROJECT NOTES:
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
97-41M
AND NUMBER
BORING LOCATION
P.I. POINT
EXIST
MAX
MIN
SST
TYP
EXISTING
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EJ
EL
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UGND
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
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
A A
DS
US
DOWN STREAM
UPSTREAM
RIPRAP LIMIT
RW ROCK WEIR
AEW APRON END WALL
RCCP REINFORCED CONCRETE PIPE
SURVEY CONTROL POINT
LAYOUT CONTROL POINT
FILL
CUT
WATERMAIN
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
SANITARY SEWER
NEW
NEW STORM SEWER
LEVEE
AND NUMBER
DWG OUTLINE
OVERHEAD P0WER
EXISTING
SHEETPILE
SHEET ID X-000
R F
R M
P R
G -0 d g n
R O
S E
A U C
O U
N T
Y
M
IN
N E
S O
T
WORK LIMITS
AVOID DAMAGE TO THESE UTILITIES.
AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION
LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE.
5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND
LIDAR MAPPING.
OBTAINED AFTER REACH 1 CONSTRUCTION NOVEMBER 2015, AND
4. BASE MAPPING CONSISTS OF TOPOGRAPHIC GROUND SURVEYS
GRID SYSTEM, NORTH ZONE, NAD 83.
3. COORDINATES BASED ON MINNESOTA STATE PLANE
2. ELEVATION REFER TO N.A.V.D. (1988 ADJ.)
CONTRACTING OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
E L E
V A
T
IO
N D
A T
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®of Engineers
US Army Corps
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
CS601
CS301
CS201
CS102
CS101
B-201
G-101
G-003
G-002
G-001
RFRMPR_CS601---.dgn
RFRMPR_CS301---.dgn
RFRMPR_CS201---.dgn
RFRMPR_CS102---.dgn
RFRMPR_CS101---.dgn
RFRMPR_B-201---.dgn
RFRMPR_G-101---.dgn
RFRMPR_G-003---.dgn
RFRMPR_G-002---.dgn
RFRMPR_G-001---.dgn
CONTROL TABLES
TYPICAL SECTIONS AND DETAIL
PROFILE DIVERSION CHANNEL AND BIKE RAMP
PLAN VIEW DIVERSION CHANNEL
PLAN VIEW DISPOSAL AREA
CIVIL/SITE DRAWINGS
BORING LOGS NOTES AND LEGEND 07-08M AND 07-10M
GEOTECHNICAL DRAWINGS
GENERAL PLAN
DRAWING INDEX GENERAL NOTES AND LEGEND
VICINITY AND LOCATION MAP
PLAN VIEW COVER SHEET
ROSEAU REACH 1 PLUG REMOVAL
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
RFRMUH11_CS601eas.dgn
RFRMUH11_CS103eas.dgn
RFRMUH11_CS102eas.dgn
RFRMUH11_G-003eas.dgn
RFRMUH11_G-002eas.dgn
RFRMUH11_G-001eas.dgn
RFRMUH11_C-103pln.dgn
STGIP001
COORDINATE TABLES
PLAN VIEW CHANNEL STA. 52+00 TO 80+00
PLAN VIEW CHANNEL STA. 28+00 TO 52+00
GENERAL PLAN
DRAWING INDEX AND LEGENCD
VICINITY AND LOCATION MAP
REAL ESTATE
DIVERSION CHANNEL STA 52+00 TO 80+37.59
CIVIL DRAWINGS
BEST MANAGEMENT PRACTICES FOR EROSION & SEDIMENT CONTROL
EROSION CONTROL
FLOW HYDROGRAPHS - 2001-2010
FLOW HYDROGRAPHS - 1999-2009
FLOW DURATION CURVES - JULY-DECEMBER
FLOW DURATION CURVES - JANUARY-JUNE
HYDROGRAPHS
Z2-22A
CS601
CS103
CS102
G-003
G-002
G-001
C-103
10451045
1045 1045
10501050
1055 1055
10551055 10551055
10551055
105510
SLOPE FAILURE
DIVERSION CHANNEL CONTROL LINE
DIVERSION CHANNEL
ATPLUG REMOVAL
EXISTING DIVERSION CHANNEL
BIKE RAMP
STOCKPILE
SPOIL AREA
EXISTING
WORK LIMITS
ACCESS ROAD
F R
M P
R
G -1 d g n
R F
R M
P R
G -1 d g n
/1
/2
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A U F
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K M
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A L P
L A
N
HORIZONTAL AND VERTICAL CONTROL POINTS
BENCHMARK
OF BRIDGE OVER DIVERSION CHANNEL. CO RD 24
BRASS CAP UNSTAMPED. TOP OF RIGHT WINGWALL 1058.44 1,987,416.861,190,549.87USACE 68540
NGS PID DE78781052.28 1,984,187.671,195,634.386803N
NGS PID TC05191048.71 1,982,388.171,195,630.20ROSEAU RESET
NGS PID AJ86561052.83 1,984,340.761,185,065.12LUNG
NGS PID AJ86651056.25 1,981,987.811,185,062.19SUNSTEN 400'0 200'
GENERAL PLAN
NORTHING EASTING DESCRIPTIONEL.
5121'
LUNG
5845'
SUNSTEN
USACE
68540
6803N
ROSEAU RESET
CSAH 24
07-10MU
07-10M
07-8M
R O
S E
A U R
IV
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F L
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B
B
B
CS102
CITY PARK
300TH STREET
CS101
S O
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IN
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R F
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B -2 d g 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
LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
9. THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
8. ELEVATIONS REFERENCED TO N.A.V.D. 1988 UNLESS SPECIFIED OTHERWISE.
OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED
7. % RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT
4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN
6. RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY
LEFT OF THE BORING STAFF.
5. D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
BORING STAFF.
4. ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE
SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS
A 1… X 2-INCH SAMPLER, 3#8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING
AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE
3. BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT
TO THE LEFT OF THE BORING STAFF.
2. MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
1. GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
D MC LL PL 10
NOTES
G.S. 1053.9
1004.4
37 94 35
25 27 15
49 69 30
25 23 20
CH
CL
CH
ML
-SM
CL
SM
SM
SC
SP-
SC
SC
CL&
-SP-SC
W.L. 1047.2
BENTONITE GROUT.
4. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS
OFFSET BOREHOLE.
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN
TO EL. 1005.9'.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER
AFTER SAMPLING TO EL. 1033.9'.
BOTTOM OF HOLE = EL. 1039.5''
BOTTOM OF AUGER = EL. 1038.9'.
1. WATER LEVEL DETERMINED AFTER 16 HOURS.
SATURATED, BRN.
SAND, CLAYEY, MED. DENSE,
BRN. TO GR.
WET-SATURATED, THIN-BEDDED,
W/SAND, CLAYEY, HARD-DENSE,
CLAY, GRAVELLY, SANDY INTERBEDDED
BRN.
SAND, CLAYEY, DENSE, SATURATED,
THIN-BEDDED, GR. TO BRN.
SAND, CLAYEY, DENSE, SATURATED,
SATURATED, BRN.
SAND, SILTY, MED. DENSE,
DENSE, SATURATED, BRN.
SAND, SILTY, GRAVELLY, MED.
STIFF, WET, BRN. (TILL)
CLAY, GRAVELLY, SANDY, MED.
SATURATED, BRN.
SAND, SILTY, GRAVELLY, LOOSE,
BRN.
SILT, CLAYEY, LOOSE, SATURATED,
BRN.-GR.
BLOCKY TEXTURE, LAMINATED,
CLAY, SILTY, MED. STIFF, WET,
STAIN.
LAMINATED, YEL.-BRN. W/ Fe
CLAY, SILTY, MED. STIFF, WET,
W/ Fe MOTTLE.
LAMINATED, DK. BRN. AND GR.
MED. STIFF (FROZEN), MOIST,
CLAY, SILTY, ORGANIC RICH,
07-10M
27-28 JANUARY 2005
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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
ID
Sheet
D MC LL PL 10
NOTES
G.S. 1039.9
989.9
W.L. 1035.0
CL
CL
17 19 15
21 29 16
SM&
GC
GP-
SM
SW-
-SP-SC
-SP-SC
BENTONITE GROUT.
3. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS
BELOW EL. 1026.9'.
1026.9'. HOLE STABILIZED WITH DRILLING MUD
PULLED AND 4-INCH I.D. CASING SET TO EL.
2. HOLLOW STEM AUGER SET TO EL. 1029.9'. AUGER
AFTER SAMPLING TO EL. 1024.9'.
BOTTOM OF HOLE = EL. 1031.2'.
BOTTOM OF AUGER = EL. 1029.9'.
1. WATER LEVEL DETERMINED AFTER 20 MINUTES.
(DRIFT)
SATURATED, LAMINATED, GR.
SAND, CLAYEY, DENSE-V. DENSE,
BRN. TO GR. (DRIFT)
V. DENSE, SATURATED, THIN-BEDDED,
SAND, SILTY, GRAVELLY, DENSE-
TO WET, BRN. (TILL)
MED. DENSE TO STIFF, SATURATED
BEDDED W/ CLAY, SANDY, GRAVELLY,
SAND, GRAVELLY, SILTY, INTER-
WET, BRN. (TILL)
CLAY, GRAVELLY, SANDY, STIFF,
LAMINATED, GR.
GRAVEL, CLAYEY, LOOSE, SOFT,
MED. STIFF, WET, GR.
CLAY, SILTY, SANDY, GRAVELLY,
BRN. (ALLUVIUM)
MOIST-WET, LAMINATED IN ZONES,
CLAY, SILTY, MED. STIFF (FROZEN),
26-27 JANUARY 2007
07-8M
105510
1055 1055 1055 1055
USE TRAIL
EXISTING MULTI-
BIKE RAMP CONTROL LINE
SEE NOTE 1
OF EXCAVATED MATERIAL FROM PLUG REMOVAL
STOCKPILE APPROXIMATELY 300 CUBIC YARDS
CHANNEL BOTTOM
DIVERSION
EXISTING
SEE NOTE 2
BIKE RAMP
EXISTING SPOIL AREA
OFFSET=71.86
STA B 0+28.48
OFFSET=134.23
STA B 0+31.98
EL. 1077.99
20'x20' TOP
WL100
WL105
WL110
WL125
WL130
WL135
WL120
WL115
SLOPE
12%
CS301
W O
R K L
IM
IT
S
WORK L
IM
ITS
W O
R K L
IM
IT
S
CSAH 24
PI-B1
PI-B2
B
B
B
B
B
STA B 1+73.55
EDGE OF BIKE RAMP TOP
STA B 1+98.55
EDGE OF BIKE RAMP TOP
1V :4
H
1V:4H
1V :4
H
V :4
H
/2
R O
S E
A U R
IV
E R
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
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
R F
R M
P R
C
S .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
T H
O M
A S B S
U L L
Y
E P
P
E P
P
G C
W
P L
A N V
IE
W
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
CS101
R O
S E
A U F
L O
O D R
IS
K M
G M
T R
E A
C H P
L U
G R
E M
O V
PLAN VIEW
120'0 60'
.9
A
R O
S E
A U C
O U
N T
Y
M
IN
N E
S O
T A
N
GENERAL NOTES: SHEETS CS101 THRU CS301
D
IS
P O
S A
L A
R E
A
CONTRACTING OFFICER IF EXCAVATED MATERIAL QUANTITIES DIFFER FROM THE ESTIMATED CONTRACT QUANTITIES.
EXACT AMOUNT OF EXCAVATED MATERIAL. THE DIMENSIONS AND ELEVATIONS SHALL BE COORDINATED WITH THE
2. WHILE PLACING THE BIKE RAMP MAINTAIN THE REQUIRED SLOPES AND SETBACKS AS SHOWN, REGARDLESS OF
STOCKPILE TOPSOIL PRIOR TO PLACEMENT OF EXCAVATED MATERIAL.
HEIGHT AND LOCATION OF STOCKPILE SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. STRIP AND
1. STOCKPILE SHALL BE LIMITED TO APPROXIMATELY 300 CY OF EXCAVATED MATERIAL. THE EXACT DIMENSIONS, S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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
10451045
DIVERSION CHANNEL CONTROL LINE
EXISTING SHEET PILE WEIR
DO NOT DISTURB
CONDITIONS WITHIN WORK LIMITS
TO PRE-CONSTRUCTION
RESTORE PAVED TRAIL
10% SLOPE
STA 68+80 - STA 71+00 SEE NOTE 1
APPROXIMATE SLOPE FAILURE LIMITS:
TIE INTO EXISTING GROUND
OF THE WORK LIMITS
MAT LOCATED OUTSIDE
TURF REINFORCEMENT
DO NOT DISTURB THE
WL300
WL305
WL310
WL315
WL320
WL325
WL330
WL335
WL340
WL345
WL350
WL355
WL365
WL370
WL375
WL380WL385
WL390
WL395
WL400
WL445
WL450
WL420
WL425
WL360
1V:5H 1V:5H
1V:5H
1V:5H
BEGIN PLUG REMOVAL
STA 77+31
END PLUG REMOVAL
STA 80+37.59
B
CS3
PI-8
PI-7
PI-6
R O
S E
U
IV
E R
F L
O W
WORK L
IM
ITS
WORK L
IMI
TS
WORK LIMITS
WORK LIMITS
W O
R K L
IM
IT
S
07-10MU
07-10M
07-8M
C
CS301
SLOPE
0.22%
SLOPE
0.08%
300TH STREET
C S
A H
FLOW
T
H A
E
/2
R O
S E
A U R
IV
E R
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
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
R F
R M
P R
C
S 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
T H
O M
A S B S
U L L
Y
E P
P
E P
P
G C
W
P L
A N V
IE
W
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
CS102
D
IV
E R
S
IO
N C
H A
N N
E L
R O
S E
A U F
L O
O D R
IS
K M
G M
T R
E A
C H P
L U
G R
E M
O V
PLAN VIEW
120'0 60'
.9
A
R O
S E
A U C
O U
N T
Y
M
IN
N E
S O
T A
N
GENERAL NOTES: SHEETS CS102 THRU CS301
SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS.
2. DURING REPAIR OF THE SLOPE FAILURE ANY DAMAGE TO THE DIVERSION CHANNEL
1. THE SLOPE FAILURE LIMITS SHALL BE DETERMINED BY THE CONTRACTING OFFICER.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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
EAST SPOIL AREA
TOP OF EXISTING
STA 68+80 - STA 71+00
FAILURE LIMITS
APROXIMATE SLOPE
EXISTING DIVERSION CHANNEL
EXISTING SHEET PILE WEIR
GROUND
EXISTING
EXISTING GROUND
10% SLOPE TO
/2
R O
S E
A U R
IV
E R
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
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
R F
R M
P R
C
S 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
T H
O M
A S B S
U L L
Y
E P
P
E P
P
G C
W
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
CS201
R O
S E
A U F
L O
O D R
IS
K M
G M
T R
E A
C H P
L U
G R
E M
O V
A L
B
IK
E R
A M
P
P R
O F
IL
E
D
IV
E R
S
IO
N C
H A
N N
E L A
N D
.9
A
120'0 60'
120'0 60' 1200 60'
R O
S E
A U C
O U
N T
Y
M
IN
N E
S O
T
DIVERSION CHANNEL
PROFILE
DIVERSION CHANNEL
BIKE RAMP
11001100
11001100
B 0+00B 0+00 B 0+60 B 1+20 B 1+80 B 2+40 B 3+00 B 3+60
E L
E V
A T
IO
N
E L
E V
A T
IO
N
P V I
B
.7
E L .1
.0
P V I
B
.5
E L .1
.9
P
V I
B
.5
E L .1
.9
P V I
B
.4
E L .1
.7
G
RADE
0.
41 4
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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
ID
Sheet
BORING LOG SHEET B-201
FOR CONTINUTATION SEE
BORING LOG SHEET B-201
FOR CONTINUTATION SEE
S T
A
.0
E L .0
S T
A
.5
E L .6
S T
A
.5
E L .5
S = -0.0022 S = -0.0008
10701070
10701070
64+80 65+40 66+00 66+60 67+20 67+80 68+40 69+00 69+60 70+20 70+80 71+40 72+00 72+60 73+20
E L
E V
A T
IO
N
E L
E V
A T
IO
N
10701070
10701070
73+20 73+80 74+40 75+00 75+60 76+20 76+80 77+40 78+00 78+60 79+20 79+80 80+40 81+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
07-10M
27-28 JANUARY 2005
26-27 JANUARY 2007
07-8M
G.S. 1039.9
G.S. 1053.9
CH
CL
CH
ML
-SM
CL
SM
SM
W.L. 1047.2
W.L. 1035.0
CL
CL
CL
GC
GP-
15'6'
100'100'
EXCAVATE
EXISTING GROUND
SEE PROFILE
ELEVATION VARIES
EXISTING GROUND
PLUG MATERIAL
EXCAVATED
PLACEMENT OF
EXISTING EAST SPOIL AREA
200'
8" STRIPPING
PAVED PATH
EXISTING
PROTECT
6" STRIPPING
12" RIPRAP
18" BEDDING B1
GEOTEXTILE
NON-WOVEN
APPROX EL 1040
10' MIN 10' MIN
CHANNEL BOTTOM MIX
MIXTURE: DIVERSION
4" TOPSOIL AND SEED
CHANNEL BOTTOM MIX
MIXTURE: DIVERSION
4" TOPSOIL AND SEED
(BOTH SIDES)
NORTHWEST
WOODLAND EDGE
MIXTURE: 36-411
4" TOPSOIL AND SEED
NORTHWEST (BOTH SIDES)
WOODLAND EDGE
MIXTURE: 36-411
4" TOPSOIL AND SEED
MESIC PRAIRIE GENERAL
MIXTURE 35-241
6" TOPSOIL AND SEED
VARIES SEE TABLE
/2
R O
S E
A U R
IV
E R
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
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
T H
O M
A S B S
U L L
Y
E P
P
E P
P
G C
W
CS301
R O
S E
A U F
L O
O D R
IS
K M
G M
T R
E A
C H P
L U
G R
E M
O V
F
R M
P R
C
S d g n
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
0 20 40 60 80 100 120 140 160-20-40
0 20 40 60 80 100 120 140 160-20-40
E L
E V
A T
IO
N
-60-80-100-120-140-160
E L
E V
A T
IO
-60-80-100-120-140-160
DETAIL
CONTROL LINE
DIVERSION CHANNEL
T Y
P
IC
A L S
E C
T
IO
N S
A N
D D
E T
A
IL
71+00
78+00
1FAILURE REPAIR
CHANNEL SLOPE
CHANNEL SLOPE FAILURE REPAIR
TYPICAL SECTION
B
CS102
STA 68+80 - STA 71+00
DIVERSION CHANNEL @ SLOPE FAILURE
1600 20 40 60 80 100 120 140-20-40
B 1+80
SECTION
CS101
STA B 0+49.71 - B 1+93.55
DISPOSAL AREA - BIKE RAMP
E L
E V
A T
IO
N
-60-80-100-120-140-160
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
TYPICAL SECTION
C
STA 77+31 - STA 80+37.59
DIVERSION CHANNEL CS102
VERTICAL SCALEHORIZONTAL SCALE
VERTICAL SCALEHORIZONTAL SCALE
VERTICAL SCALEHORIZONTAL SCALE
CL
CONTROL LINE
DIVERSION CHANNEL
CL
CL
CONTROL LINE
BIKE RAMP
40'10'0 20' 0 20'10'
40'10'0 20' 0 20'10'
40'10'0 20' 0 20'10'
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®of Engineers
US Army Corps
/2
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®of Engineers
US Army Corps
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