W912ES20B0005 Montevideo 3B Plans.pdf
PDF 40 MB Posted
- Attached to
- Montevideo Stage 3B Flood Risk Management Construction Federal contract opportunity
- Solicitation number
- W912ES20B0005
About this file
This federal contract opportunity solicitation is for construction of the Montevideo Stage 3B Flood Risk Management Project for the U.S. Army Corps of Engineers, St. Paul District. The project scope includes embankment construction, gatewells, clearing and grubbing, a road raise, mechanical and electrical modifications to an existing pump station, drainage modifications including grading and piping, riprap, traffic control, topsoil, and seeding. This procurement is set aside 100% for Historically Underutilized Business (HUBZone) small businesses and will be awarded as an Invitation for Bid. The North American Industry Classification System code is 237990 for Other Heavy and Civil Engineering Construction, with a size standard of $39.5 million. The estimated value of construction is between $1,000,000 and $5,000,000. Payment and performance bonds are required in accordance with FAR Part 28.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES20B0006 Bid Abstract Montevideo 3B 20April21 SIGNED.pdf | ||
| W912ES20B0005-0005 Montevideo 3B Bid Extension 08Apr21.pdf | ||
| W912ES20B0005-0004 Montevideo 3B 08Apr21.pdf | ||
| W912ES20B0005-0004 Permit 89984.pdf | ||
| W912ES20B0005-0004 Permit 89985.pdf | ||
| W912ES21B0005-0003 Montevideo 3B Bid Ext 02Apr21.pdf | ||
| W912ES20B0005-0003 Montevideo Clay Agreement.pdf | ||
| W912ES20B0005-0002 Amendment Montevideo 3B 30Mar21.pdf | ||
| W912ES20B0005-0001 Plan Sheet Attachment 29Mar21.pdf | ||
| W912ES20B0005-0001 Amendment Montevideo 3B 29Mar21.pdf | ||
| W912ES20B0005 Montevideo 3B Specs.pdf |
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CONTRACT NO.:
ISSUE DATE:
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MONTEVIDEO, MN
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MINNESOTA RIVER BASIN
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W912ES20B0005
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
PROJECT MANAGER
EC-H
EC-G
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.
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SCALE:
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MONTEVIDEO FLOOD RISK MANAGEMENT - STAGE 3B
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
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ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
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NORTH DAKOTA
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STAGE 3B PROJECT LOCATION
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BERM CONSTRUCTION
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DRAWING NO. SHT DESCRIPTION CADD FILE
MONTEVIDEO FLOOD CONTROL, STAGE 3BCONSTRUCTION DRAWINGS
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
99/999
BORING LOCATION
POINT
PROJECT ALIGNMENT
LIMITS OF WORK
FILL
CUT
DRAWING NO. DESCRIPTION CADD FILE
MONTEVIDEO FLOOD CONTROL, STAGE 3BREFERENCE DRAWINGS
REF
99/999
IN
E X A
N D L
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E N
D
A
CLEAR AND GRUB
PI POINT
RIPRAP
PROFILE/SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE
E1
EXISTING POWER POLE
POLE W/ GUY WIRE
EXISTING POWER
WATER LINE
EXISTING DOMESTIC
EXISTING OH POWER
EXISTING STORM SEWER
ROAD SIGN
TREE/BRUSH
PAVEMENT
REMOVE STRUCTURE/
M
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T A R
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GENERAL PROJECT NOTES:
VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
ABBREVIATIONS
GENERAL CROSS-REFERENCING SYMBOLS
GENERAL LEGEND
EXIST
MAX
MIN
SST
TYPEXISTING
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
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
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
HT HEIGHT
NTS NOT TO SCALE
S T P
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MANHOLEM
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MONTE_DUR2
MONTE_DUR1
MONTE-HYDROS1
S
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TO NAVD88, USE: NGVD29 + 0.53 FT = NAVD88 (GEOID 12A).
7. THE VERTICAL DATUM IS NGVD29. TO CONVERT FROM NGVD29
MN SPCS, SOUTH ZONE - U.S. SURVEY FEET.
6. THE HORIZONTAL COORDINATE SYSTEM IS NAD 83 (2011)
IDENTIFIED ON THE PLAN AS REQUIRING SEEDING.
5. PROVIDE DRY MIX SEEDING IN ALL DISTURBED AREAS NOT OTHERWISE
TOPSOIL DEPTH WITHIN THE PROJECT FOOTPRINT.
CONTRACTOR SHALL REFER TO SOIL BORING LOGS FOR ESTIMATED
TOPSOIL QUANTITIES ESTIMATED ASSUMING A TOPSOIL DEPTH OF 2";
4. TOPSOIL STRIPPING LIMITS ARE AS INDICATED ON THE PLAN SHEETS.
COORDINATES. THE COMBINED FACTOR IS: 0.999909794.
DIVIDE GRID COORDINATES BY THE CF TO OBTAIN GROUND
COORDINATES FOR PROPER LAYOUT OF THE PROJECT.
GRID COORDINATES SHOWN IN THE PLANS TO GROUND
3. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE
UTILITIES.
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
THE DETERMINATION AS TO THE TYPE AND LOCATION OF
INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL
2. INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND
1. ORIGINAL DATA COMPILED NAD83 (NSRS2007), INTERNATIONAL FEET.
C A
A
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M-101
SC602
SC502
SC308
SC307
SC306
SC305
SR102
SS102
SC601
SC501
SC304
SC303
SC302
SC301
SR101
SS101
S-001
CF603
CF602
CF601
CF503
CF502
CF501
CF405
CF404
CF403
CF402
CF401
CF304
CF303
CF302
CF301
CF208
CF207
CF206
CF205
CF204
CF203
CF202
CF201
CF103
CF102
CF101
CD103
CD102
CD101
B-306
B-305
B-304
B-303
B-302
B-301
B-102
B-101
G-005
G-004
G-003
G-002
G-001
PUMP REPLACEMENT AREA PLAN AND MECHANICAL NOTES (OPTION 1)
MECHANICAL
GATEWELL 3 FENCE SCHEDULES
GATEWELL 3 MISC FENCE DETAILS
GATEWELL 3 SUBSTRUCTURE, MISC PARTIAL PLANS, SECTIONS, AND DETAILS
GATEWELL 3 STOPLOG PANEL AND FRAME, SECTIONS AND DETAILS
GATEWELL 3 STOPLOG PANEL, SECTIONS, AND DETAIL
GATEWELL 3 PIPE SUPPORT SECTIONS AND DETAIL
GATEWELL 3 SUBSTRUCTURE, REINFORCEMENT PLAN, SECTIONS, AND DETAIL
GATEWELL 3 PLAN AND SECTIONS
GATEWELL 2 FENCE SCHEDULES
GATEWELL 2 MISC FENCE DETAILS
GATEWELL 2 SUBSTRUCTURE, MISC PARTIAL PLANS, SECTIONS, DETAILS
GATEWELL 2 STOPLOG PANEL AND FRAME SECTIONS, AND DETAILS
GATEWELL 2 STOPLOG PANEL SECTIONS AND DETAIL
GATEWELL 2 PIPE SUPPORT SECTIONS AND DETAIL
GATEWELL 2 SUBSTRUCTURE REINFORCEMENT PLAN, SECTIONS, AND DETAIL
GATEWELL 2 PLAN AND SECTIONS
GATEWELLS AND GENERAL NOTES AND TABLE
STRUCTURAL
HORIZONTAL CONTROL TABLES
HORIZONTAL CONTROL TABLES
HORIZONTAL CONTROL TABLES
DETAILS - MANHOLE C-3 AND GATEWELL 3
DETAILS - MANHOLE C-2, MANHOLE C-1, AND CATCHBASIN 27
DETAILS - INLET, OUTLET, AND OUTFALL
ENLARGED PLAN - BERM CONSTRUCTION
ENLARGED PLAN - TRENCH DRAIN
ENLARGED PLAN - STORM SEWER UPDATES
ENLARGED PLAN - HWY 212 STOCKPILE GRADING
ENLARGED PLAN - HWY 212 SWALE
SECTIONS - GRAVEL ROAD, TRENCH DRAIN
SECTIONS - RIVER ROAD, GW2 DITCH
SECTIONS - SOUTH LEVEE
SECTIONS - SOUTH LEVEE
PROFILE - SWALES
PROFILE - TRENCH DRAIN
PROFILE - GATEWELL 3
PROFILE - GRAVEL ROAD RAISE
PROFILE - GATEWELL 2
PROFILES - CULVERT TO GATEWELL 2 INLET
ENLARGED PLAN AND PROFILE - RIVER ROAD RAISE
PROFILES - SOUTH LEVEE
TRENCH DRAIN GENERAL PLAN
SOUTH LEVEE GENERAL PLAN
SOUTH LEVEE AND RIVER ROAD GENERAL PLAN
DEMOLITION PLAN TRENCH DRAIN
REMOVAL PLAN STA B 14+00 TO STA B 26+46
REMOVAL PLAN STA B 0+00 TO STA B 14+00
CIVIL
BORING LOGS 17-50A, 17-51A, 17-52A, AND 17-53A
BORING LOGS 16-38M, 16-39M, 16-40M, 16-41M, 16-42M, 16-43M, AND 16-44M
BORING LOGS 09-34M, 09-35M, 09-36M, AND 09-37M
BORING LOGS 04-10M, 04-11M, AND 04-14M
BORING LOGS 99-5M AND 99-6M
BORING LEGEND
BORING LOCATIONS - TRENCH DRAIN AND DUININCK
BORING LOCATIONS
GEOTECHNICAL
TRAFFIC CONTROL PLAN
SITE MAP, BENCH MARKS, BORROW AND DISPOSAL SITES
INDEX AND LEGEND
LOCATION AND VICINITY MAP
COVER SHEET
GENERAL
MFRM3B_M-101XXX.DGN
MFRM3B_SC602.DGN
MFRM3B_SC502.DGN
MFRM3B_SC308.DGN
MFRM3B_SC307.DGN
MFRM3B_SC306.DGN
MFRM3B_SC305.DGN
MFRM3B_SR102.DGN
MFRM3B_SS102.DGN
MFRM3B_SC601.DGN
MFRM3B_SC501.DGN
MFRM3B_SC304.DGN
MFRM3B_SC303.DGN
MFRM3B_SC302.DGN
MFRM3B_SC301.DGN
MFRM3B_SR101.DGN
MFRM3B_SS101.DGN
MFRM3B_S-001.DGN
MFRM3B_CF603XXX.DGN
MFRM3B_CF602XXX.DGN
MFRM3B_CF601XXX.DGN
MFRM3B_CF503XXX.DGN
MFRM3B_CF502XXX.DGN
MFRM3B_CF501XXX.DGN
MFRM3B_CF405XXX.DGN
MFRM3B_CF404XXX.DGN
MFRM3B_CF403XXX.DGN
MFRM3B_CF402XXX.DGN
MFRM3B_CF401XXX.DGN
MFRM3B_CF304XXX.DGN
MFRM3B_CF303XXX.DGN
MFRM3B_CF302XXX.DGN
MFRM3B_CF301XXX.DGN
MFRM3B_CF208XXX.DGN
MFRM3B_CF207XXX.DGN
MFRM3B_CF206XXX.DGN
MFRM3B_CF205XXX.DGN
MFRM3B_CF204XXX.DGN
MFRM3B_CF203XXX.DGN
MFRM3B_CF202XXX.DGN
MFRM3B_CF201XXX.DGN
MFRM3B_CF103XXX.DGN
MFRM3B_CF102XXX.DGN
MFRM3B_CF101XXX.DGN
MFRM3B_CD103XXX.DGN
MFRM3B_CD102XXX.DGN
MFRM3B_CD101XXX.DGN
MFRM3B_B-306XXX.DGN
MFRM3B_B-305XXX.DGN
MFRM3B_B-304XXX.DGN
MFRM3B_B-303XXX.DGN
MFRM3B_B-302XXX.DGN
MFRM3B_B-301XXX.DGN
MFRM3B_B-102XXX.DGN
MFRM3B_B-101XXX.DGN
MFRM3B_G-005XXX.DGN
MFRM3B_G-004XXX.DGN
MFRM3B_G-003XXX.DGN
MFRM3B_G-002XXX.DGN
MFRM3B_G-001XXX.DGN
M34-P-64/943
M34-P-64/942
M34-P-64/941
M34-P-64/940
M34-P-64/939
M34-P-64/938
M34-P-64/937
M34-P-64/936
M34-P-64/916
M34-P-64/915
M34-P-64/876
M34-P-64/860
PUMP STATION #1 CONTROL DIAGRAMS FOR PUMP STATION #1
PUMP STATION #1
PUMP STATION #1 PANEL SCHEDULES AND FLOAT DETAILS FOR
PUMP STATION #1 LIGHTING DETAILS SCHEDULES FOR PUMP STATION #1
PUMP STATION #1
NORTH PUMP STATION #1 PUMP AND FLOAT DIAGRAM DETAILS FOR
NORTH PUMP STATION #1 PLATFORM ELECTRICAL PLAN FOR PUMPSTATION #1
NORTH PUMP STATION #1 WETWELL ELECTRICAL PLAN FOR PUMP STATION #1
ABBREVIATIONS FOR PUMPSTATION #1
PUMP STATION#1 - UTILITY PLAN ELECTRICAL SYMBOLS AND
(BASE CONTRACT
MECHANICAL - PUMP STATION 1 PUMP EQUIPMENT PLAN AND SECTIONS
DETAILS (BASE CONTRACT)
STRUCTURAL - PUMP STATION 1 SUBSTRUCT. REINF. PLAN SECTIONS &
STRUCTURAL - PUMP STATION 1 PLAN AND SECTIONS (BASE CONTRACT)
PROFILES - PUMP STATION 1, GATEWELL 4, SANITARY BY-PASS
1969 LEVEE RAISE PLAN & PROFILE STA B 41+00 TO B 55+50
MINNESOTA RIVER FLOW DURATION CURVES, JULY - DECEMBER, 1910 - 2020
MINNESOTA RIVER FLOW DURATION CURVES, JANUARY - JUNE, 1910 - 2020
MINNESOTA RIVER DISCHARGE HYDROGRAPHS, JAN - DEC, 2011 - 2020
HYDROGRAPHS
W E
S
B
DUININCK PIT
LARSON DISPOSAL SITE
dense trees dense trees
Heavy Brush
Heavy Brush
Heavy Brush
Heavy Brush
Heavy Brush
Heavy Brush
Heavy Brush
Heavy Brush dense trees dense trees dense trees dense trees dense trees dense trees
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E R
T
M A
N H
O L
E
L I
F
A T I
O N
B O T
E L E
V
T O P
E L E
V
C B
B O T
E L E
V
T O P
E L E
V
C B
I N
V E R T
E L E
V
A P R
O N
1206 CC
G 109 RESET
BR 87021
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
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
M F
R M
B
G -0
X X
X .d g n
PROJECT AREA
SOUTH LEVEE
B O
R R
O W
A N
D D
IS
P O
S A
L S
IT
E S
S
IT
E M
A P
B E
N C
H M
A R
K S
G-004
P J
M
P J
M
A N
S I
D
A S -B
U
IL
T N
O
F
IL
E N
A M
E
PROJECT AREA
SOUTH LEVEE
M
IN
N E
S O
T A R
IV
E
EAST
SITE MAP
1000'0 500' 1" =500'
MONTEVIDEO FLOOD RISK MANAGEMENT - STAGE 3B
A1
MONTEVIDEO FLOOD RISK MANAGEMENT - RAILROAD CLOSURE
D5
SCALE:1" =2000'
4000'0 2000'
S T P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
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
N A
D
N G
V D
9 1
A
.9
DISPOSAL SITE AND BORROW LOCATION
PROJECT AREA
TRENCH DRAIN
CF103
CF102
CF101
T S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
N
N
CF405
PROJECT LOCATION
BERM CONSTRUCTION
W E
S
B
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
W= 914.5
OLD
CHANNEL
CHI
PPEWA
RI
VER
dense trees dense trees dense trees dense trees
OLD
CHANNEL
CHI
PPEWA
RI
VER
MIN
NES
OTA R
IVER
M
IN
N E
S O
T A R
IV
E R
C H
IP
P E
W A R
IV
E
RMINNESOTA RIVER
C H
IP
P E
W A R
IV
E R
OLD CHANNEL CHIPPEW
A RIVER
CHANNELIZING DRUMS: 20' SPACING (TYP)
US HIGHWAY 212
U S H
IG
H W
A Y
SIG
N
SP
ACI
NG)
5' (M
IN
IM
UM
SI
G
N S
PAC
IN
G
5' (M
IN
IM
T A P E
0'
T A P E
B U F F E R
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
M F
R M
B
G -0
X X
X .d g n
M
IN
N E
S O
T A R
IV
E R
B3 1" =100'
MONTEVIDEO FLOOD RISK MANAGEMENT - STAGE 3B
200'0 100'
ROAD
WORK
AHEAD
F
F
BARRICADE
TYPE III
WARNING LIGHT(S)
TYPE A FLASHING
(48x48)
W20-1
LANE
CLOSED
TRAFFIC SIGN
CHANNELIZING DEVICE (DRUM)
DIRECTION OF TRAVEL
WORK AREA
CHANNELIZER
DRUM
48" X 48"
W4 - 2L
WORK
utility
48" X 48"
W21-7
SPEED
XX
LIMIT
(48x60)
R2-1
END
ROAD WORK
(48" X 24")
G20-2
(48" X 48")
W20-5
TRAFFIC CONTROL PLAN
AHEAD
CLOSED
RIGHT LANE
AHEAD
GENERAL NOTES THIS SHEET:
NOTES:
IF ANY PUBLIC TRAFFIC IS PERMITTED ON THE WORK SITE.
DETAILED IN THE FIELD MANUAL OR AS DIRECTED BY THE CONTRACTING OFFICER
2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OPEN EXCAVATIONS AS
IN THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE.
1. PAYMENT FOR DETOUR SIGNING IS INTENDED TO COVER SUCH DEVICES AS SHOWN
T R
A F F
IC
C
O N
T R
O L P
L A
N
G-005
P J
M
P J
M
A N
S I
D
A S -B
U
IL
T N
O
F
IL
E N
A M
E
SHEET LEGEND SHEET KEYNOTES
S T P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
INCLUDED IN THE MNDOT CONSTRUCTION PERMIT SHALL BE FOLLOWED.
THE LENGTH OF TRAFFIC DIVERSION SHALL BE MINIMIZED. ALL SPECIAL PROVISIONS
HIGHWAY CLEAR ZONE OR WHEN REQUIRED BY ALL APPLICABLE SAFETY STANDARDS.
18. TRAFFIC CONTROL PLAN SHALL BE IN PLACE WHILE WORK IS ONGOING WITHIN THE
BELOW THE POSTED LIMIT.
17. SPEED LIMIT THROUGH CONSTRUCTION ZONE CAN BE REDUCED BY NO MORE THAN 10 M.P.H.
TO START OF CONSTRUCTION.
16. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO MNDOT FOR APPROVAL PRIOR
SHALL BE SPACED AT MAXIMUM OF 80' PARALLEL (TANGENT SECTION) TO THE HIGHWAY.
15. DRUMS SHALL BE SPACED AT MAXIMUM OF 40' ALONG THE SHOULDER TAPER AND DRUMS
14. NO VEHICLES OR EQUIPMENT SHALL BE PARKED ON THE HIGHWAY SHOULDER AT ANY TIME.
ORIGINAL CONDITION WHEN THEY ARE NO LONGER NEEDED.
13. ALL SIGN POSTS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS
SITE WHEN THEY ARE NO LONGER NEEDED.
SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB
12. ALL SIGNS PROVIDED BY THE CONTRACTOR FOR TRAFFIC CONTROL DURING CONSTRUCTION
11. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE TEMPORARY SIGNS.
USED.
AT EACH LOCATION REQUIRED MAY VARY DEPENDING ON THE SIZE OF THE BARRICADES
STANDARD PLATE 8000I FOR RECOMMENDED SUPPORT.) THE ACTUAL NUMBER OF BARRICADES
10. BARRICADES SHALL BE TYPE III AND SHALL BE CONTRUCTED OF LIGHT MATERIAL (SEE MNDOT
ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE SHEETING.
MADE OF DIAMOND GRADE ORANGE REFLECTIVE SHEETING OR AN APPROVED SUBSTITUTE.
9. ALL SIGNS ARE BLACK ON ORANGE, UNLESS OTHERWISE NOTED. ALL ORANGE SIGNS SHALL BE
OR REVISED AS DIRECTED BY THE CONTRACTING OFFICER.
THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATIONS SHALL BE COVERED, REMOVED,
8. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC
REMOVED, THE SIGN POSTS SHALL BE REMOVED AS SOON AS POSSIBLE.
SUPPORTS 5-7 FT HIGH, AS APPROVED BY THE CONTRACTING OFFICER. WHEN SIGNS ARE
LATERAL OFFSET AS DETAILED IN THE MNMUTCD. SIGNS MAY ALSO BE MOUNTED ON PORTABLE
7. SIGNS SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT PROPER HEIGHT AND
OFFICER PRIOR TO PLACEMENT.
6. INSTALLING DETAILS OF SIGNS ON BARRICADES SHALL BE APPROVED BY THE CONTRACTING
MAY BE MARKED BY THE CONTRACTING OFFICER PRIOR TO PLACEMENT BY THE CONTRACTOR.
5. ALL LOCATIONS IN THE TRAFFIC CONTROL PLAN ARE APPROXIMATE. EXACT LOCATIONS
IN ACCORDANCE WITH THE MNMUTCD.
4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC
BY THE CONTRACTING OFFICER.
3. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY
CONTROL PLAN UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN THE DEVICES IN THE TRAFFIC
MNDOT AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
1. TRAFFIC CONTROL SIGNS, DEVICES, AND LAYOUT SHALL FOLLOW ALL APPLICABLE
C A
A
/0
/2
W E
S
B
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
MIN
NES
OTA R
IVER
C H
IP
P E
W A R
IV
E R
PROJECT LOCATION
SOUTH LEVEE
16-41M
09-37M
16-42M
09-36M
04-11M 09-35M
04-10M
19-57M
16-40M
16-43M
09-34M
16-38M
16-39M
99-6M
16-44M
P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
S T P
A U
L D
IS
T R
IC
T
M F
R M
B
B -1
X X
X .d g n
A1 1" =100'
200'0 100'
BORING LOCATIONS
B O
R
IN
G L
O C
A T
IO
N S
B-101
P J
M
P J
M
A N
S I
D
A S -B
U
IL
T N
O
F
IL
E N
A M
E
M
IN
N E
S O
T A 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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
W E
S
B
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
920920
929.1
928.1
927.6
927.8
935.8
936.2
933.6
934.9
935.0
932.3
924.5
931.8
924.8
933.8
937.9
930.6
921.3
917.6
922.7
921.2
921.3
921.5
923.6 dense trees
B U
R
IE
D T
E L E
P H
O N
E
P
A
IR
04-14M
99-5M
PROJECT LOCATION
TRENCH DRAIN
17-53A
17-52A
17-50A
17-51A
L A
R G
E D P
L A
N
B O
R
IN
G L
O C
A T
IO
N
B-102
M
P J
M
A N
S
-B
U
IL
T N
O
F
IL
E N
A M
E
M O
N T
E V
ID
E O
M N
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
M F
R M
B
B -1
X X
X .d g n
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
M
IN
N E
S O
T A R
IV
1" =50'
100'0 50'
N
A6 1" =200'
400'0 200'
N
BORING LOCATIONS - ENLARGED PLAN BORING LOCATIONS - ENLARGED PLAN
N A
D
N G
V D
9 1
A
.9
TRENCH DRAIN SITE DUININCK PIT
T S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
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
O
ID
C A
A
/0
/2
W E
S
B
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
B
R
IN
G L
E G
E
A
A N
S I
D
/0
/2
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
M F
R M
B
B -3
X X
X .d g n
B-301
A S -B
U
IL
T N
O
F
IL
E N
A M
E
M
IN
N E
S O
T A R
IV
E R
S T P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
P J
M
P J
M
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
GENERAL BORING NOTES:
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
8. THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS.
UNLESS SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100.
7. % RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.
THAN 4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER
6. RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY
TO THE LEFT OF THE BORING STAFF.
5. D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN
BORING STAFF.
4. ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE
ARE AS SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP
TEST (SPT) USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR
A DISTANCE OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION
EXCEPT AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED
3. BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND,
SHOWN TO THE LEFT OF THE BORING STAFF.
2. MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,
1. GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE.
GENERAL BORING LEGEND:
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
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 ).
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
PEAT
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
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
W E
S
B
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
LL PLMC10DSPT
NOTES
G.S. 934.1
892.1
895.6
14.6 34 13
99-5M
16-17 DECEMBER 1999
W.L. 913.3
97/0.8'
-ASPHALT
-SP (FILL)
CL
CL
CL
SP
CL
GP
APPROX. TOP OF WEATHERED BEDROCK
23.6 30 17
15.4 28 14
21.60.22
SEAM
-SP-SC
BLUE TO GR.
DENSE, UNCEMENTED, WET, DECOMPOSED,
GRANITIC, V. WEATHERED, SILICEOUS,
SATURATED, GR.
GRAVEL, SANDY, DENSE-V. DENSE,
CLAY, SILTY, SOFT, WET, GRN.-GR.
(FLUVIAL)
SAND, LOOSE, SATURATED, GR.
MOIST, MULTI-COLORED. (FILL)
CLAY, SANDY, GRAVELLY, MED. STIFF,
WET, DK. BRN.
CLAY, SANDY, ORGANIC-RICH, SOFT,
(FILL)
MOIST, MULTI-COLORED.
CLAY, SANDY, GRAVELLY, MED. STIFF,
BENTONITE GROUT.
4. HOLE BACKFILLED WITH TREMIED CEMENT-
EL. 899.1'.
3. NO WATER RETURN DURING DRILL-OUTS BELOW
BELOW EL. 899.1'.
STABILIZED WITH BENTONITE DRILLING FLUID
2. HOLLOW STEM AUGER SET TO EL. 899.1'. HOLE
AFTER SAMPLING TO EL. 904.1'.
BOTTOM OF HOLE = EL. 910.2',
BOTTOM OF AUGER = EL. 909.1'.
1. WATER LEVEL DETERMINED AFTER 30 MINUTES.
LL PLMC10DSPT
NOTES
G.S. 932.4
880.4
887.7
99-6M
W.L. 914.9
-ASPHALT
CL
SC
OH
APPROX. TOP OF WEATHERED BEDROCK
17 DECEMBER 1999
BENTONITE GROUT.
3. HOLE BACKFILLED WITH TREMIED CEMENT-
BELOW EL. 902.4'.
STABILIZED WITH BENTONITE DRILLING FLUID
2. HOLLOW STEM AUGER SET TO EL. 902.4'. HOLE
HOLE OPEN TO EL. 907.7'.
DRILLED TO EL. 907.4'.
W.L. DETERMINED IN OFFSET, UNCASED HOLE
1. WATER LEVEL DETERMINED AFTER 4 HOURS.
14.7 31 13
26.7 53 21
30.9 36 20
71.4 91 39
44 31
22.1
-GP
SEAM
-SANDY
OL
CL/
BLUE TO WHITE.
DENSE, UNCEMENTED, WET, DECOMPOSED,
GRANITIC, V. WEATHERED, SILICEOUS,
GRAVEL, SANDY, V. DENSE, WET.
SOFT, WET, ORGANIC ODOR, GRN.
CLAY, ORGANIC-RICH, SILTY, SANDY,
GR. (FLUVIAL)
SAND, CLAYEY, LOOSE, SATURATED,
ORGANICS, BRN.
CLAY, SILTY, SOFT, WET, SCAT.
(FLUVIAL)
CLAY, SILTY, SOFT, MOIST-WET, BRN.
STIFF, SL. MOIST, YEL.-BRN.
CLAY, SANDY, GRAVELLY, MED. STIFF-
CH
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
B O
R
IN
G L
O G
S
-5
M A
N D
-6
M
B-302
P J
M
P J
M
A N
S I
D
S T P
A U
L
M
IN
N E
S O
T A
A S -B
U
IL
T N
O
F
IL
E N
A M
E
M F
R M
B
B -3
X X
X .d g n
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
M
IN
N E
S O
T A 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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
W E
S
B
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
LL PLMC10DSPT
NOTES
G.S. 932.6
872.6
48 23
04-10M
W.L. 916.2
CL
ML&
29 21
18-19 MAY 2004
MH
SC
SM
SP-
SP/
CH
-SP-SM&CH
PLANT MATTER, BRN.-GR.
SL. LAMINATED, SHELLS, WOOD &
PARTINGS, SOFT-MED. STIFF, WET,
CLAY, SILTY W/ FEW SAND SEAMS &
SHELLS, CLAY SEAMS.
SATURATED, ORGANIC SMELL,
SAND, F.-M., CLAYEY, SILTY, LOOSE,
MICA RICH, MED. DK. GR.
SAND, F.-M., LOOSE, SATURATED,
GRN. GR. (LACUSTRINE)
SMELL, SHELLS, MASSIVE & MOTTLED,
STIFF-SOFT, MOIST-WET, ORGANIC
CLAY, SILTY, ORGANIC RICH, MED.
SHELLS, DK. GR. (FLUVIAL)
SILTY, LOOSE-SOFT, SATURATED,
SAND, M., INTERBEDDED W/ CLAY,
(TOPSOIL)
STIFF, MOIST-WET, BLK-GR
MOIST, RED-BRN TO BRN & GR
SILT & CLAY MIXED, MED. STIFF,
BRN- RED (FILL)
F.-C., MED. STIFF TO STIFF, MOIST,
CLAY, SILTY, GRAVELLY, SANDY,
83 4065
GROUT.
3. HOLE BACKFILLED WITH HIGH SOLIDS BENTONITE
BELOW EL. 907.6'.
STABILIZED WITH BENTONITE DRILLING FLUID
2. HOLLOW STEM AUGER SET TO EL. 907.6'. HOLE
HOLE OPEN TO EL. 909.5'.
AUGER SET TO EL. 907.6'.
1. WATER LEVEL DETERMINED AFTER 18 HOURS.
LL PLMC10DSPT
NOTES
G.S. 932.4
872.4
47 27
04-11M
ML
CL/
CH
-SP-SM
CL
CH/
CL
CH/
52 25
18-19 MAY 2004
ML&
(SEAM 0.4')
-SP-SM
W.L. 914.3
GROUT.
3. HOLE BACKFILLED WITH HIGH SOLIDS BENTONITE
DRILLING FLUID BELOW EL. 912.4'.
EL. 912.4'. HOLE STABILIZED WITH BENTONITE
2. 3-1/4 INCH I.D. HOLLOW STEM AUGER SET TO
HOLE OPEN TO EL. 912.9'.
AUGER SET TO EL. 912.4'.
1. WATER LEVEL DETERMINED AFTER 20 MINUTES.
PARTS & PLANT MATERIAL, BRN.
STIFF, ORGANIC SMELL, SHELLS
CLAY, ORGANIC RICH, SILTY, MED.
SHELLS, BRN.
STIFF, MOIST, PLANT MATTER,
GR. (ALLUVIUM)
F. SAND SEAMS, SHELLS, DK. BLK.-
STIFF, MOIST-WET, MASSIVE, OCC.
MASSIVE, SAND SEAM. (FLUVIAL)
SATURATED, BLOCKY TEXTURE TO
SILT, CLAYEY, MED. STIFF, WET,
GR. (FLUVIAL)
SAND, SILTY, F., LOOSE, SATURATED,
PARTS, DK. BLK. GR. (ALLUVIUM)
MOIST, SL. LAMINATED, SHELL
CLAY, SILTY, ORGANIC RICH, STIFF,
SEAMS, YEL.-TAN. (EMBANKMENT FILL)
SAND, HARD, MOIST, FILL, CLAY IN
SILT W/ CLAY SEAMS, TRACE V.F.
RED-BRN. (EMBANKMENT FILL)
STIFF-HARD, DRY- MOIST, BRN. TO
CLAY, SILTY, SANDY, GRAVELLY,
LL PLMC10DSPT
NOTES
894.1
56.1 66 27
04-14M
W.L. 914.0
OH
CH/
SM
SP-
SM
SP-
22-24 MAY 2004
G.S. 923.6
GM
GP-
-APPROX. TOP OF WEATHERED BEDROCK
887.1
BLK.
HIGHLY WEATHERED GNEISS, WHITE & GR-
SATURATED, LARGE GRAVEL, GR.
GRAVEL, SILTY, SANDY, DENSE,
LAMINATION, GR. (FLUVIAL)
SATURATED, OCC. CLAY SEAM OR
SAND, SILTY, GRAVELLY, LOOSE,
BLK. (LACUSTRINE)
ROOTS-SHELLS, DK. GR TO
MED. STIFF, MOIST- WET,
CLAY, SILTY, ORGANIC RICH,
GR.
& CLAY SEAMS, TO 1" BRN-TAN-
SATURATED, SILT LAMINATIONS
SAND F., SILTY, LOOSE, MOIST-
(TOPSOIL)
PLANT MATTER, DK. BRN.
SOFT-MED. STIFF, ROOTS &
CLAY, ORGANIC RICH, SILTY,
BENTONITE GROUT.
4. HOLE BACKFILLED WITH TREMIED HIGH SOLIDS
TO 894.6'.
3. LARGE DRILLING FLUID LOSS IN GP-GM EL. 898.4'
910.6'.
2. 3-1/4 I.D. HOLLOW STEM AUGER SET TO EL.
BORING OPEN TO EL. 910.7'.
AUGER SET TO EL. 910.6'
1. WATER LEVEL DETERMINED AFTER 14 HOURS
D
-1
M
B O
R
IN
G L
O G
S
-1
M -1
S
P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
S T P
A U
L D
IS
T R
IC
T M
IN
N E
S O
T A R
IV
E R
M F
R M
B
B -3
X X
X .d g n
B-303
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
P J
M
P J
M
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
W E
S
B
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
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.3 HOURS
3. BORING BACKFILLED WITH HIGH SOLIDS BENTONITE GROUT
CH
CH
CL
CH
SP
CL
CH
SPT
W. L. 916.9
889.0
09-34M
29 SEP 09
D MC LL10 PL
PLASTICITY, WITH ROOTS, BROWNISH GRAY.
(CH) FAT CLAY, SOFT, MOIST, HIGH 10.9' TO 14.3'
4. ELEVATION ESTIMATED FROM 2010 MN LIDAR DATA
APPROX. G.S. 924
BOTTOM OF AUGER EL. 919.0
BOTTOM OF HOLE EL. 914.0
BENTONITE DRILING FLUID USED BELOW
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 899.0,
SILT INCLUSIONS, DARK BROWN.
PLASTICITY, WITH ROOTS, WITH SMALL LIGHT GREY
(CH) FAT CLAY, SOFT, MOIST, HIGH 0' TO 5.9'
SPECKLED, LIGHT GRAY AND GRAY.
PLASTICITY, WITH SMALL FIBERS, MOTTLED TO
(CH) FAT CLAY, SOFT, MOIST, HIGH 5.9' TO 8'
SATURATED, MEDIUM PLASTICITY, GRAY.
(CL) SANDY LEAN CLAY, VERY SOFT, 8' TO 10.9'
WITH A FEW SHELLS AND WOOD BELOW 17.1', GRAY.
FINE, LOOSE TO MEDIUM DENSE, WET, COARSER
(SP) POORLY GRADED SAND, SAND 14.3' TO 19.2'
MEDIUM PLASTICITY, BROWNISH GRAY.
(CL) SANDY LEAN CLAY, SOFT, MOIST, 19.2' TO 20.9'
BEDDING PLANES, DARK BROWN.
PLASTICITY, SOME SHELLS AND FIBERS, VERY FINE
(CH) FAT CLAY, SOFT, MOIST, HIGH 26.5' TO 35'
SP
SC
(SC) CLAYEY SAND, LOOSE, WET, GRAY.24' TO 26.5'
COARSE, LOOSE, WET, TRACE SHELLS, GRAY.
(SP) POORLY GRADED SAND, SAND FINE TO 20.9' TO 24'
NOTES:
3. BORING BACKFILLED WITH BENTONITE CHIPS
CH
CL
CL-ML
SP-SC
CH
SPT
W. L. 916.2
904.0
09-35M
29 SEP 09
D MC LL PL10
4. ELEVATION ESTIMATED FROM 2010 MN DNR LIDAR DATA
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 909.0
DARK BROWN.
PLASTICITY, WITH SMALL GRAY SILT INCLUSIONS,
(CH) FAT CLAY, SILTY, SOFT, MOIST, HIGH 0' TO 2.7'
APPROX. G.S. 924
.BROWN
PLASTICITY, MEALY, OCC. SAND SEAMS, MOTTLED,
(CL-ML) SILTY CLAY, SOFT, MOIST, LOW 8.3' TO 10'
BROWN.
SEAM FROM 2.7' TO 3.0', BECOMING MOTTLED AT 5.0',
(CL) LEAN CLAY, SILTY, SOFT, MOIST, ML 2.7' TO 8.3'
1. WATER LEVEL DETERMINED AFTER 44 MINUTES
GRAYISH BROWN.
CLAY, LOOSE, WET TO SATURATED, OCC. CLAY SEAMS,
(SP-SC) POORLY GRADED SAND WITH 10' TO 142.8'
GRAY.
PLASTICITY, TRACE SAND, MEALY, OCC. SHELLS, DARK
(CH) FAT CLAY, SILTY, SOFT, MOIST, HIGH 14.8' TO 20'
NOTES:
3. BORING BACKFILLED WITH BENTONITE CHIPS
SM
ML
CL
CH
SPT
W. L. 917.2
905.0
09-36M
29 SEP 09
D MC LL PL10
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 910.0
4. ELEVATION ESTIMATED FROM 2010 MN DNR LIDAR DATA
APPROX. G.S. 925
BROWN.
(SM) SILTY SAND, MOIST, WITH ROOTS, DARK 0' TO 0.8'
BROWN.
(ML) SILT, CLAYEY, SOFT, DRY TO MOIST, 0.8' TO 4.7'
CL/CH
INCLUSIONS, DARK BROWN.
TO HIGH PLASTICITY, SMALL LIGHT GREY SILT
(CL/CH) CLAY, SILTY, SOFT, MOIST, MEDIUM 4.7' TO 9.5'SP
BROWN.
(SP) POORLY GRADED SAND, SILTY, 9.5' TO 10.3'
LIGHT BROWN.
MEDIUM PLASTICITY, MEALY, OCC. SANDY SEAMS,
(CL) LEAN CLAY, SILTY, SOFT, MOIST, 10.3' TO 13.2'
SPECKLED WITH LIGHT GREY, BLACK TO GRAY.
PLASTICITY, MEALY, TRACE SHELLS, MOTTLED TO
(CH) FAT CLAY, SOFT, MOIST, HIGH 13.2' TO 20'
1. WATER LEVEL DETERMINED AFTER 17 MINUTES
BOTTOM OF AUGER EL. 920.0
BOTTOM OF HOLE EL. 915.0
NOTES:
3. BORING BACKFILLED WITH BENTONITE CHIPS
SP
CL
SP
CL-ML
CH
SPT
(SP) POORLY GRADED SAND, WET.10' TO 10.5'
W. L. 915.9
906.0
09-37M
29 SEP 09
D MC LL PL10
4. ELEVATION ESTIMATED FROM 2010 MN DNR LIDAR DATA
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 911.0
1. WATER LEVEL DETERMINED AFTER 22 MINUTES IN OPEN HOLE
BOTTOM OF AUGER EL. 915.0
BOTTOM OF HOLE EL. 911.0
(SP) POORLY GRADED SAND.0' TO 1'
.GRAY
PLASTICITY, ROOTS AT TOP, DARK BROWN WITH LIGHT
(CL) LEAN CLAY, SILTY, SOFT, MOIST, HIGH 1' TO 10'
APPROX. G.S. 926
FINE, LIGHT BROWN.
LOW PLASTICITY WITH SOME SANDIER ZONES, SAND
(CL-ML) SILTY CLAY WITH SAND, MOIST, 10.5' TO 13.2'
GRAY.
OCCASIONAL SHELLS AND ROOTS, DARK BROWN TO
(CH) FAT CLAY, MOIST, HIGH PLASTICITY, 13.2' TO 20'
5. BORING LOCATION IS APPROXIMATE
D
-3
M
B O
R
IN
G L
O G
S
-3
M -3
M -3
S
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T M
IN
N E
S O
T A R
IV
E R
M F
R M
B
B -3
X X
X .d g n
B-304
A S -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
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
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
N A
D
N G
V D
9 1
A
.9
S
U L L
Y
P J
M
P J
M
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
W E
S
B
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
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.3 HOURS
CH
CH
SPT
895.2
G.S. 920.2
16-38M
09 FEB 15
D MC LL PL10
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 900.2
3. BACKFILLED WITH BENTONITE CHIPS
W. L. 915.2
SP-SM
(ALLUVIUM)
WET TO MOIST, SOME ORGANICS, DARK BROWN.
(CH) FAT CLAY, MEDIUM STIFF TO SOFT, 0' TO 8.6'
TRACE SHELLS, LIGHT GRAY TO GRAY.
WITH SILT AND GRAVEL, LOOSE, SATURATED,
(SP-SM) POORLY GRADED SAND 8.6' TO 13.9'
BOTTOM OF AUGER EL. 915.2
BOTTOM OF HOLE EL. 910.2
(LACUSTRINE)
SANDY ZONE FROM 20' TO 21', BROWN TO BLACK.
OCCASIONAL LAMINATIONS, SHELL FRAGMENTS,
(CH) FAT CLAY WITH SAND, SOFT, WET, 13.9' TO 25'
NOTES:
1. WATER LEVEL DETERMINED AFTER 2 HOURS
BOTTOM OF AUGER EL. 909.98
BOTTOM OF HOLE EL. 911.28
3. BACKFILLED WITH BENTONITE CHIPS
CH
SC
SP-SM
CH
SP-SM
CH
SPT
G.S. 920.0
890.0
16-39M
09 FEB 16
D MC LL PL10
LIGHT BROWN.
(SC) CLAYEY SAND, LOOSE, SATURATED, 9' TO 11.5'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 895.0
(ALLUVIUM)FRAGMENTS, DARK BROWNISH BLACK.
MOIST TO WET, SOME ORGANICS AND SHELL
(CH) FAT CLAY, SILTY, MEDIUM STIFF, 0' TO 9'
BROWN TO LIGHT GRAY.
CLAY SEAMS OR POCKETS STARTING AT 13.5',
SILT, LOOSE, SATURATED, VERY THIN LIGHT GRAY
(SP-SM) POORLY GRADED SAND WITH 11.5' TO 19'
AND GRAY.
SHELL FRAGMENTS,ORGANIC ODOR, BROWN
(CH) FAT CLAY, SILTY, SOFT, WET, 19' TO 20'
SLOUGH, GRAY.
WITH SILT, LOOSE, SATURATED, COULD BE
(SP-SM) POORLY GRADED SAND 20' TO 23.5'
WET, STICKY, BLACK MOTTLED WITH GRAY.
(CH) FAT CLAY, SOFT TO VERY SOFT, 23.5' TO 30'
W. L. 915.1
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.5 HOURS
BOTTOM OF AUGER EL. 912.71
BOTTOM OF HOLE EL. 907.71
SM
CH
SC
CH
CH/CL
SPT
W. L. 915.4
902.7
G.S. 922.7
16-40M
09 FEB 16
D MC LL PL10
SAND, BROWN.
STIFF, MOIST, SOME ORGANICS, TRACE
(CH/CL) FAT CLAY, MEDIUM 0' TO 8.7'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 905.2
(SM) SILTY SAND, SATURATED, BROWN.8.7' TO 8.9'
SAND, BROWN.
STIFF, MOIST, SOME ORGANICS, TRACE
(CH) FAT CLAY, SILTY, MEDIUM 8.9' TO 11.2'
LAMINATED IN ZONES, BROWN.
SATURATED, CLAY LAMINATIONS,
(SC) CLAYEY SAND, LOOSE, 11.2' TO 13.3'
GRAY, BLACK MOTTLED WITH BROWN.
ODOR, THIN PEAT SEAMS AT 17.5', ALL
WET, SHELLS AND ORGANICS, ORAGNIC
(CH) FAT CLAY, MEDIUM STIFF, 13.3' TO 20'
3. BACKFILLED WITH BENTONITE CHIPS
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.6 HOURS
3. BACKFILLED WITH BENTONITE CHIPS
CL
SC
CH/CL
SP-SM
CH
CL11
SPT
W. L. 915.0
900.2
G.S. 925.2
16-41M
10 FEB 16
D MC LL PL10
BOTTOM OF AUGER EL. 915.2
BOTTOM OF HOLE EL. 910.2
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 905.7
(FILL)BROWN.
WITH SAND, MEDIUM STIFF, MOIST,
(CL) GRAVELLY LEAN CLAY 0' TO 5.7'
LOOSE, SATURATED, BROWN.
(SC) CLAYEY SAND, 12.7' TO 14.1'
FRAGMENTS, ORGANICS, BROWN.
STIFF, WET TO MOIST, SHELL
(CL) LEAN CLAY, MEDIUM 5.7' TO 12.7'
BROWN MOTTLED WITH GRAY.
TO MEDIUM STIFF, WET, SOME CRYSTALS,
(CH/CL) FAT CLAY, SILTY, SOFT 14.1' TO 17.1'
SATURATED, BROWN.
GRADED SAND WITH SILT, LOOSE,
(SP-SM) POORLY 17.1' TO 19.5'
MOTTLED WITH BLACK.
STIFF, WET, SHELLS, SOME ORGANICS, GRAY
(CH) FAT CLAY, SILTY, MEDIUM 19.5' TO 25'
NOTES:
1. WATER LEVEL DETERMINED AFTER 1 HOUR
CH/OH
CH/CL
CH
SPT
W. L. 914.6
902.8
G.S. 922.8
16-42M
10 FEB 16
D MC LL PL10
BOTTOM OF AUGER EL. 912.8
BOTTOM OF HOLE EL. 907.8
FRAGMENTS, BLACKISH BROWN.
ORGANIC RICH, TOPSOIL LIKE, ROOTS AND ORGANIC
(CH/OH) FAT CLAY, MEDIUM STIFF, MOIST, 0' TO 6.1'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 907.8
(ALLUVIUM)GROWTH, SATURATED SAND SEAMS, BROWN.
(CH/CL) FAT CLAY, MEDIUM STIFF, CRYSTAL 6.1' TO 12.6'
(LACUSTRINE)MOTTLED WITH GRAY.
LIMESTONE OR GYPSUM) UP TO 1" IN SIZE, BLACK
MOIST, SHELLS, SOME WHITISH BLEBS (WEATHERED
(CH) FAT CLAY, MEDIUM STIFF, WET TO 12.6' TO 20'
3. BACKFILLED WITH BENTONITE CHIPS
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.45 HOURS
3. BACKFILLED WITH BENTONITE CHIPS
CH
SC
CL
CL/CH
OH/CH
SPT
W. L. 914.9
902.8
G.S. 922.8
16-43M
10 FEB 16
D MC LL PL10
FIBERS, BROWN.
MOIST, ORGANIC RICH, ROOTS AND PLANT
(OH/CH) FAT CLAY, MEDIUM STIFF, 0' TO 6.9'
BOTTOM OF AUGER EL. 912.8
BOTTOM OF HOLE EL. 907.8
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 907.8
(ALLUVIUM)WITH TAN.
WET, CRYSTAL GROWTH, BROWN SPECKLED
(CH) FAT CLAY, MEDIUM STIFF, 6.9' TO 9.7'
STIFF, MOIST, SHELLS, DARK GRAYISH BLACK.
(CL/CH) FAT CLAY, SILTY, MEDIUM 14.4' TO 20'
SATURATED, BROWN.
(SC) CLAYEY SAND, LOOSE, 9.7' TO 10.2'
(ALLUVIUM)TANNISH GRAY.
CLAY SEAMS AND POCKETS, SHELLS,
SILTY, MEDIUM STIFF, WET TO SATURATED,
(CL) LEAN CLAY WITH SAND, 10.2' TO 14.4'
NOTES:
1. WATER LEVEL DETERMINED AFTER 0.5 HOURS
BOTTOM OF AUGER EL. 914.5
BOTTOM OF HOLE EL. 909.5
CL
CL
SP-SM
CH
CH/CL
SPT
W. L. 915.3
904.5
G.S. 934.5
16-44M
10 FEB 16
D MC LL PL10
(FILL)TANNISH BROWN.
SAND, STIFF TO VERY STIFF, MOIST,
(CL) GRAVELLY LEAN CLAY WITH 0' TO 8.8'
(TOPSOIL)
STIFF, MOIST TO WET, ORGANICS, BLACK.
(CH/CL) FAT CLAY, MEDIUM 14.7' TO 21.3'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 909.5
(FILL)BLEBS, TANNISH YELLOW.
TOPSOIL, VERY STIFF, SAND FINE, TOPSOIL
(CL) SANDY CLAY MIXED WITH 8.8' TO 14.7'
24.4', BROWN.
WITH SILT, LOOSE, SATURATED, CLAY SEAM AT
(SP-SM) POORLY GRADED SAND 21.3' TO 24.9'
3. BACKFILLED WITH BENTONITE CHIPS AND SOIL
GRAY MOTTLED WITH BLACK.
STIFF, MOIST TO WET, SHELL FRAGMENTS,
(CH) FAT CLAY, SILTY, MEDIUM 24.9' TO 30'
32 1619
-4
M -4
M -4
M
A N
D
-4
M
B O
R
IN
G L
O G
S
-3
M -3
M -4
A
A N
S I
D
/0
/2
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T M
IN
N E
S O
T A R
IV
E R
M F
R M
B
B -3
X X
X .d g n
B-305
A S -B
U
IL
T N
O
F
IL
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A M
E
S T P
A U
L
M
IN
N E
S O
T A
M O
N T
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ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
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B
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V A
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A T
U M
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IN
A T
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Y S
T E
M
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IZ
O N
T A
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O N
T R
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A C
T O
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C F
G E
O
ID
N A
D
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V D
9 1
A
.9
S
U L L
Y
P J
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P J
M
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
W E
S
B
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
NOTES:
1. WATER LEVEL NOT DETERMINED
3. HOLE BACKFILLED WITH LOCAL SOILS BY DRILLER
OL
CL
CL
SPT
980.5
G.S. 1006.5
17-50A
12 JAN 17
11 43
D MC LL PL10
2. HOLE DRILLED WITH 6-INCH SOLID STEM AUGER
. (TOPSOIL)ORGANIC, FROZEN
(OL) ORGANIC SILT WITH SAND AND CLAY, SLIGHTLY 0' TO 1'
(TILL)
HARDER DRILLING, POSSIBLE GRAVEL TO BOULDERS AT 24' TO 25', BROWN.
(CL) SILTY GRAVELLY LEAN CLAY WITH SAND, SLIGHTLY MOIST, 17.5' TO 26'
(TILL)BROWN.
COHESIVE, POSSIBLE GRAVEL TO BOULDERS AT 14.5' AND 17', MEDIUM
(CL) GRAVELLY LEAN CLAY WITH SAND, STIFF, MOIST, 1' TO 17.5'
GRAVEL/BOULDER ZONES
GRAVEL/BOULDER ZONE
NOTES:
1. WATER LEVEL NOT DETERMINED
3. HOLE BACKFILLED WITH LOCAL SOILS BY DRILLER
OL
CL
SC
CL
SPT
983.5
G.S. 1007.5
17-51A
12 JAN 17
D MC LL PL10
(TOPSOIL)FROZEN.
(OL) CLAYEY ORGANIC SILT WITH SAND, SLIGHTLY ORGANIC, 0' TO 1'
(TILL)MOIST, COHESIVE, MEDIUM BROWN.
(CL) GRAVELLY LEAN CLAY WITH SAND, STIFF, 1' TO 12'
(TILL)CONTENT DECREASING WITH DEPTH , DARK BROWN.
MOIST, COHESIVE, GRAVELLY AT 16', SILT CONTENT INCREASING AND WATER
(CL) GRAVELLY LEAN CLAY WITH SAND, STIFF TO HARD, SLIGHTLY 16' TO 24'
2. HOLE DRILLED WITH SOLID STEM AUGER
.BOULDERS AT 12' AND 14', GRAY
(SC) CLAYEY SAND WITH GRAVEL, POSSIBLE GRAVELS TO 12' TO 16'
GRAVEL/BOULDER ZONE
GRAVEL/BOULDER ZONE
GRAVEL/BOULDER ZONE
NOTES:
1. WATER LEVEL NOT DETERMINED
3. HOLE BACKFILLED WITH LOCAL SOILS BY DRILLER
OL
CL
GC
SC
SPT
981.5
G.S. 1005.5
17-52A
12 JAN 17
32 14
D MC LL PL10
(TOPSOIL) (OL) ORGANIC SILT, MOIST, FROZEN, DARK BROWN. 0' TO 1'
(TILL)AS RIBBONS, BROWN.
(CL) SANDY LEAN CLAY WITH GRAVEL, MOIST, AUGER CUTTINGS 1' TO 14'
2. HOLE DRILLED WITH 6-INCH SOLID STEM AUGER
(TILL)AND BOULDERS, GRAY.
(GC) CLAYEY GRAVEL WITH SAND, MOIST, POSSIBLE COBBLES 14' TO 16'
GRAVEL/BOULDER ZONE
(TILL)POSSIBLE GRAVELS TO BOULDERS AT 23', DARK BROWN.
(SC) CLAYEY SAND WITH GRAVEL, SLIGHTLY MOIST, COHESIVE, 16' TO 24'
NOTES:
1. WATER LEVEL NOT DETERMINED
3. HOLE BACKFILLED WITH LOCAL SOILS BY DRILLER
OL
CL
SC
SPT
982.0
G.S. 1006.0
17-53A
12 JAN 17
D MC LL PL10
(TILL)STIFF, MOIST, BROWN.
(CL) SANDY LEAN CLAY WITH GRAVEL, MEDIUM 1' TO 10'
2. HOLE DRILLED WITH SOLID STEM AUGER
(TOPSOIL)ORGANIC, FROZEN.
(OL) ORGANIC CLAYEY SILT WITH SAND, SLIGHTLY 0' TO 1'
GC
(TILL)BOULDERS AND COBBLES, GRAY.
(GC) CLAYEY GRAVEL WITH SAND, POSSIBLE 10' TO 11'
(TILL)DARK BROWN BELOW 16', BROWN TO DARK BROWN.
HARDER DRILLING, LESS MOIST AND SILTIER BELOW 10',
(SC) CLAYEY SAND WITH GRAVEL, STIFF, SLIGHTLY 11' TO 24'
NOTES:
3. BACKFILLED BORING WITH TREMIED BENTONITE CEMENT GROUT
CL
CL
CL
SP
CL
SPT
900.2
G.S. 935.2
19-57M
09 JUL 19
D MC LL PL10
1. WATER LEVEL DETERMINED AFTER 0.3 HOURS
BOTTOM OF AUGER EL. 917.2
BOTTOM OF HOLE EL. 918.7
1.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 905.2
W. L. 923.8
(TOPSOIL) (CL) ORGANIC RICH SILTY LEAN CLAY. 0' TO 0.3'
BLACK.
OCC. ORGANIC FRAGMENTS, GRAY TO GRAYISH
SAND FINE, MEDIUM STIFF TO STIFF, SLIGHTLY MOIST,
(CL) SANDY LEAN CLAY WITH GRAVEL, 6.1' TO 22.1'
.BROWN
TO MEDIUM, LOOSE, SATURATED, OCC. CLAY 'BALLS',
(SP) POORLY GRADED SAND, SAND FINE 22.1' TO 30.8'
GRAY.
POORLY DEFINED LAMINATIONS, SCATTERED SHELLS,
(CL) LEAN CLAY, SOFT TO FIRM, WET, 30.8' TO 35'
(FILL)COLOR CHANGE TO GRAY AT 5.2'.
SLIGHTLY MOIST, OCC. TOPSOIL 'BALLS', BROWN,
GRAVEL FINE TO MEDIUM, SAND FINE, STIFF,
(CL) GRAVELLY LEAN CLAY WITH SAND, 0.3' TO 6.1'
D
-5
A
/0
/2
N T
E V
ID
E O
M N
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
M F
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B
B -3
X X
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IS
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B
M
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V A
T
IO
N D
A T
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V E
R T
IC
A L C
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C O
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D
IN
A T
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T E
M
H O
R
IZ
O N
T A
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IN
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A C
T O
R
C F
G E
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ID
N A
D
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V D
.9
B O
R
IN
G L
O G
S
-5
A -5
A -5
A
B-306
P J
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P J
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A N
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A S -B
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A
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IN
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N A
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B
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A T
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N N
O
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N
A
M A
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S
IZ
E
S U
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IT
T E
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D A
T E
C O
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O
C H
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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
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
WORK LIMITS
CLEAR AND GRUB
REMOVE FENCE
CLEAR AND GRUB
(BY OTHERS)
REMOVE SHED
WORK LIMITS
GRAVEL FOR RE-USE
REMOVE AND STOCKPILE
GRAVEL FOR RE-USE
REMOVE AND STOCKPILE
(BY OTHERS)
REMOVE BUILDING
(BY OTHERS)
REMOVE BUILDING
CLEAR AND GRUB
SECTION 02 41 00
ABANDON WELL, SEE SPECIFICATION
STAGING AREA
(BY OTHERS)
REMOVE GARAGE
A6 AND B2 ON CF502)
EXISTING LEVEE (SEE DETAILS
REMOVE PIPE THROUGH
A6 AND B2 ON CF502)
EXISTING LEVEE (SEE DETAILS
REMOVE PIPE THROUGH
REPLACEMENT BY XCEL ENERGY.
XCEL ENERGY DURING REMOVAL AND
CONTRACTOR TO COORDINATE WITH
MOVE OVERHEAD POWER (BY OTHERS).
REPLACEMENT BY XCEL ENERGY.
XCEL ENERGY DURING REMOVAL AND
CONTRACTOR TO COORDINATE WITH
MOVE OVERHEAD POWER (BY OTHERS).
G R
AVEL R
D
R
IV
E R R
D S
W
S
IN
G L E P
H A
S E
R
IV
E R R
D S
W
T R
U N
K H
IG
H W
A Y
WELL
HEAVY BRUSH
HEAVY BRUSH
HEAVY BRUSH
MNDOT ROW
7000P
7575P
8055T
8070T
8075T
8060T
8065T
8000T
8621T
8606T
8601T
8616T
8611T
7655P
8005T
8010T
8025T
8030T
8015T
8020T
7640P 7645P
8430T
8435T
8595T
7665P
8085T
8090T
8080T
8485T
8545T 8540T
8555T
8550T 7509P
7508P
8536T
8533T
8585T
8580T
8590T
7527P 8560T
8575T 8570T
8515T
8510T
7495P 7494P
8495T
8490T
8505T
8500T 8530T
7507P
8521T 8520T
8524T 8522T
8390T
8400T
8380T8385T
8415T
8425T
8405T8410T
8370T 8375T
8135T
8105T
8110T
8095T
8100T
8125T
8130T
8115T
8120T
8040T
8045T
8050T
8035T
8535T
8525T
M
P J
M
A N
S I
D
A S -B
U
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F
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A M
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M O
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M N
S T P
A U
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IS
T R
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T
M F
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B
C D
X X
X .d g n
A1 1" =50'
DEMOLITION PLAN
S T
A B
T
O S
T A B
R E
M O
V A
L P
L A
N
CD101
M
IN
N E
S O
T A R
IV
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IN
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S O
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N D
A T
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D
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A T
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Y S
T E
M
H O
R
IZ
O N
T A
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O N
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O L
C O
M B
IN
E D F
A C
T O
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C F
G E
O
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N A
D
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V D
9 1
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.9
T C
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IN
E C
D
S
U L L
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M N S
P C
S S
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N A
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W E
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T E
D B
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D A
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C O
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R A
C T N
O
C H
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D B
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D R
A W
N B
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S
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A T
E
B
C
D
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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
MINNESOTA RIVER
H Y
D R
A N
T
8" S
TE
E L
H
IG
H P
R E S S U R E L
IN
E
G R
A V E L R
D T H R E E P
H A S E
TH
R E E P
H A S E
GRAVEL R
D
CB 27
MH C-3
CB 29
MH 30
T R
U N
K H
IG
H W
A Y /2
BOX
TELEPHONE
U/G FIBER OPTIC LINE
CULTURAL SITES
PROTECT AND AVOID
EXISTING PIPE CAP
MNDOT ROW
LEVEE
STAGE 3A
EXISTING
U/G FIBER OPTIC LINE
FARMERS MUTUAL/FEDERATED TELEPHONE
APPROXIMATE LOCATION OF
7202P
8300T
8305T 8297T
8298T
8320T
8325T
8310T
8315T
8270T
8275T
8262T
8267T
8292T
8295T
8280T
8282T
8390T
8340T
8345T
8330T
8335T
8350T
8365T
8255T
8145T
8150T
8140T
8165T
8170T
8155T 8160T
8225T
8230T
8215T 8220T
8245T
8250T
8235T
8240T
8185T
8190T
8175T
8180T
8210T
8195T 8200T
E1
E2
E3
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
STAGING AREA
CLEAR AND GRUB
CLEAR AND GRUB
CLEAR AND GRUB
WORK LIMITS
WORK LIMITS
WORK LIMITS
(BY OTHERS)
MOVE OH POWER
PROTECT SIGN
GRAVEL FOR RE-USE
REMOVE AND STOCKPILE
(BY OTHERS)
AND UNDERGROUND LINE
MOVE TELEPHONE BOX MANHOLE 30
REMOVE
VERIFY FOUNDATIONS HAVE BEEN REMOVED
BUILDINGS HAVE BEEN REMOVED. FIELD
AND AGGREGATE BASE
BITUMINOUS PAVEMENT
REMOVE AND RECYCLE
AND AGGREGATE BASE
BITUMINOUS PAVEMENT
REMOVE AND RECYCLE
U/G FIBER OPTIC LINE
AVOID OR PROTECT EXISTING
U/G FIBER OPTIC LINE
AVOID OR PROTECT EXISTING
C
LE
A R A
N D G
R U B
CLSM. SEE KEYNOTE 2
FILL 177' - 6" WATER LINE WITH
THE SOUTH, SEE KEYNOTE 1
REMOVE 294' - 6" WATER LINE TO LIMITS
CURB REMOVAL
SEE CF401 FOR
3A LEVEE PRISM
DISTURBANCE ON AND NEAR STAGE
LIMIT CONSTRUCTION TRAFFIC AND
BOC EL 918.32
TOC EL 936.08
REMOVE CB 28
BOC EL 918.09
TOC EL 936.08
REMOVE CB 29
MANHOLE 30 TO END
REMOVE 30" CMP FROM
WITHIN 15 LF OF LEVEE TOE
REMOVE WATER LINE WHEN
AND TO PROVIDE ADEQUATE DRAINAGE
NEEDED FOR MH C-3 CONSTRUCTION
REMOVE CURB AND REPLACE AS
SALVAGE SIGN
REMOVE AND
SALVAGE SIGN
REMOVE AND
NEW MANHOLE C-1
FROM EX MH 30 TO
REMOVE 24" RCP
CB28 AND CB29
REMOVE 24" RCP BETWEEN
OPTION 2 LIMITS
ZONE
CONTRACTOR EXCLUSION
A B
T
O S
T A B
R E
M O
V A
L P
L A
CD102
M
P J
M
A N
S I
D
A S -B
U
IL
T N
O
F
IL
E N
A M
E
M O
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
M F
R M
B
C D
X X
X .d g n
A1 1" =50'
DEMOLITION PLAN
M
IN
N E
S O
T A R
IV
E R
S T P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
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
N A
D
N G
V D
9 1
A
.9
SHEET KEYNOTES: #
M A
T C
H L
IN
E C
D
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
T S
U L L
Y
C A
A
/0
/2
5. SEE CF102 FOR BASE AND OPTION 2 DETAILS.
4. PROVIDE SIGNAGE REMOVED TO THE CITY OF MONTEVIDEO.
3. AVOID OR PROTECT EXISTING U/G FIBER OPTIC LINE
- END OF WATER LINE NORTH OF TRUNK HIGHWAY 59/212.
SOUTH).
- EDGE OF EXCAVATION FOR GATEWELL 3 PIPING (TO THE
EXISTING WATER LINE WITH CLSM TO EXTENTS SHOWN.
NO EXCAVATION SHALL BE CONDUCTED FOR THIS WATER LINE, FILL 2.
NORTH)
- EDGE OF EXCAVATION FOR GATEWELL 3 PIPING (TO THE
- 15-FEET FROM TOE OF LEVEE (TO THE SOUTH)
REMOVE EXISTING WATER LINE AND CAP, TO EXTENTS SHOWN. 1.
W E
S
B
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
925.0
923.4
929.1
928.1
927.6
927.8
935.8
936.2
933.6
934.9
935.0
932.3
924.5
928.4
930.8
933.2
931.8
924.8
933.8
937.9
930.6
929.2
924.7
922.6
922.9
920.9
921.3
922.7
921.2
921.3
921.7
921.5
923.6
B U
R
IE
D T
E L E
P H
O N
E
P
A
IR
C H
IP
P E
W A R
IV
E R
OLD CHANNEL CHIPPEW
A RIVER
TREATMENT PLANT
B U
R
IE
D T
E L E
P H
O N
E
P
A
IR
T R
U N
K H
IG
H W
A Y /2
TRUNK HIGHW
AY 59/7BURIED TELEPHO
NE - 400 PAIR
MNDOT ROW
MNDOT ROW
STAGE 2 LEVEE
STATION 1
EXISTING PUMP
DRAINAGE DITCH
EXISTING STAGE 2
CONCRETE PAD
EXISTING PUMP STATION 1
CLEAR AND GRUB
TO TRENCH DRAIN CONSTRUCTION
4" TOPSOIL STRIPPING PRIOR
N T
E V
ID
E O
M N
S T P
A U
L D
IS
T R
IC
T
T R
E N
C H D
R A
IN
D E
M O
L
IT
IO
N P
L A
N
CD103
A N
S I
D
S T P
A U
L
M
IN
N E
S O
T A
A S -B
U
IL
T N
O
F
IL
E N
A M
E
M F
R M
B
C D
X X
X .d g n
M O
N T
E V
ID
E O
M N
M O
N T
E V
ID
E O F
L O
O D R
IS
K M
A N
A G
E M
E N
T S
T A
G E
B
M
IN
N E
S O
T A 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
N A
D
N G
V D
9 1
A
.9
M
P J
M
A1 1" =40'
80'0 40'
TRENCH DRAIN - SITE PLAN
N
T S
U L L
Y
M N S
P C
S S
O U
T H Z
O N
E
IN
T E
R N
A T
IO
N A
L F
T
C A
A
/0
/2
W E
S
B
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
953.6946.0
943.4
930.3
920.9
927.3
932.6
918.8
918.7
919.8
919.7
919.6
920.5
921.4
920.4
921.9
922.5
921.5 924.4
924.7
924.8
924.2
921.7
920.9
923.5
924.5
922.5
921.7
922.7
921.7
924.1923.1
922.6
954.2
921.8
928.5
922.5
921.5
922.3
920.8
920.5
921.6
919.9
922.4
919.9
920.1
921.1
920.5
921.6
922.2
924.2
932.4
932.6
932.1
930.2
920.9
926.9
922.4
921.5921.9
921.7
924.2
924.8
922.7
923.9
923.9
920.3
919.8
924.8
924.9
931.8 932.1
921.9
921.9
921.9
922.2920.4
932.2
920.7
920.9
G R
AVEL R
D
R
IV
E R R
D S
W
S
IN
G L E P
H A
S E
R
IV
E R R
D S
W
WELL
HEAVY BRUSH
HEAVY BRUSH
HEAVY BRUSH
MNDOT ROW
C F
C F
E
B
CF501
CF501
D1
10%
10%
7000P
7575P
8055T
8070T
8075T
8060T
8065T
8621T
8606T
8601T
8616T
8611T
7655P
8005T
8010T
8025T
8030T
8015T
8020T
7640P 7645P
8435T
8595T
7665P
8085T
8090T
8080T
8485T
8545T 8540T
8555T
8550T 7509P
7508P
8536T
8533T
8585T
8580T
8590T
7527P 8560T
8575T 8570T
8515T
8510T
7495P 7494P
8495T
8490T
8505T
8500T 8530T
7507P
8521T 8520T
8524T 8522T
8390T
8400T
8380T8385T
8415T
8425T
8405T8410T
8370T 8375T
8350T
8365T
8135T
8140T
8105T
8110T
8095T
8100T
8125T
8130T
8115T
8120T
8040T
8045T
8050T
8035T
8535T
8525T
P O
B -1B
P I-2B
P I-3B
P I-4B
P I-5B
P I-6B
P I-7B
PI-8B
PI-9B
PI-10B
PI-11B
PI-12B
PI-13B
PI-14B
PI-15B
PI-8M
PI-7M
PI-9M
PI-16B
PI-5M
PI-3M
PI-2M
POB-1M
PI-4M
POE-14M
PI-13M
PI-12M
PI-11M
PI-10M
PI-17B
PI-18B
PI-19B
PI-2T
PI-3T
POB-1T
PI-4T
PI-20B
PI-6M
T 0+00
M 0+00
M 2+00
M 3+00
M 4+00
M 5+00
M 6+00
M 7+00
M 7+20M 7+20
B 0+00
B 1+00
B
B
B
B
B
B
B
B
0 B
B
0 B
0 B
B
B
B
T
T 2+00
T 1+00
T
SEEPAGE BERM
SEEPAGE BERM
SEEPAGE BERM
CONTROL LINE
SOUTH LEVEE
WORK LIMITS
CONTROL LINE
RIVER ROAD
SEEPAGE BERM WORK LIMITS
WORK LIMITS
WORK LIMITS
2%
1V:3H
1V:3H 1V:3H
1V:3H
1V:3H
1V:3H 1V:3H
1V:3H
1V:3H1V:3H
1V:3H
1V:3H
1V:3H
2%
2%
GATEWELL 22%
2%
B 11+16.1
B 11+35.1
B 12+58.5
B 12+73.8
RCP PIPE
82 LF - 18" CLASS IV
1V:3H
1V:3H 1V:3H
1V:3H
1V:3H
1V:3H
STAGING AREA
GRADE T
O D
RAIN
G R
A D E T
O D
R A
IN
2%
GRADE TO DRAIN
TO GATEWELL 2
GRADE TO DRAIN
TO GATEWELL 2
SLOPE TRANSITION
CONTROL LINE
GATEWELL 2 AND DITCH
918.7
918.8
919.6
919.7
919.8
919.8
919.9
919.9
920920
0 920
920.1
920.3
920.4
920.4
920.5
920.5
920.5
920.7
920.8
920.9
920.9
920.9
920.9
921.1
921.4
921.5
921.5
921.5
921.6
921.6
921.7
921.7
921.7
921.7
921.8
921.9
921.9
921.9
921.9
921.9
922.2
922.2
922.3
922.4
922.4
922.5
922.5
922.5
922.6
922.7
922.7
923.1
923.5
923.9
923.9
924.1
924.2
924.2
924.2
924.4
924.5
924.7
924.8
924.8
924.8
924.9
925…
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